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2003-131
TOWN OF QUEENSBURY i 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20030131 Date Issued: Friday, December 10, 2004 This is to certify that work requested to be done as shown by Permit Number P20030131 has been completed. Tax Map Number: 523400-296-012-0001-027-007-0000 Location: 536 BAY Rd Owner: SCHERMERHORN COMMERCIAL HOLDINGS, LP Applicant: BAYBROOK PROFESSIONAL PARK This structure may be occupied as a: By Order of Town Board Fireplace TOWN OF QUEENSBURY New Commercial Building (''— etArP/1 Director of Building&Code En orceme t BLDG. PERMIT NO. G 0 3-131 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; 5.)b Say Roac for the following uses: 1 b-t oo,z o►ZYLJ (vn. SIa.ugh tVL'4i 066kce 1 eb;,uwiy 0, 2004 I, /2C�, DATE SIGNATURE( 'F APPLICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby ( )APPROVED ( )DISAPPROVED with the following conditions: Tempotcany Cen k6-cca,te o6 Occupancy ion 1 d� F oon, vie. SLaugUA eiz.'d 066.cce TEMPORARY CERTIFICATE OF OCCUPANCY • ( )$10.1 ! DEPOSI : ( 4100.00 received on 1=ebitwvuj 6, 2004 1 Date of Issuance Director of Bldg. & C.Ir- '+:rcement THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES H0 DAYS FROM THE DATE OF ISSUANCE. { NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. �% TOWN OF QUEENSBURY woris 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030131 Application Number. A20030131 Tax Map No: 523400-296-012-0001-027-007-0000 Permission is hereby granted to: BAYBROOK PROFESSIONAL PARK For property located at: 536 BAY Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: GUIDO PASSARELLI New Commercial Building $502,000.00 465 LAKE Ave LAKE LUZERNE, NY 12846-0000 Total Value $502,000.00 Contractor or Builder's Name/ Address Electrical Inspection Agency SCHERMERHORN PROPERTIES INC 15F BIRDIE Dr QUEENSBURY, NY Plans&Specifications 2003-131 BAYBROOK PROFESSIONAL PARK 536 Bay Road 9620 SQ FT OFFICE BUILDING AS PER PLOT PLAN SPECIFICATIONS $1,443.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday, April 16, 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 To of Qu sb 4 W• 1. • , April 16, 2003 104 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No d 3 No inspection will be made until applicant has received a Fee Paid $- _ valid building permit. All applicants' spaces on this Rec.Fee Paid $ application must be completed and must appear on the Reviewed By: application form. Applicant: t?.c.I Sch c r wk e J a AJ Owner: 5Aro e- of S ri-f� oto i A/t" Address: /,5 f $;rti;e jjQ- Address: Qt.)f.eAl5icu P ,kJ. Phone#(erg) -n67'(u Phone ( )Alp - Property Loc ation: Lot Number: / House Numb Subdivision Name: ISra►lb ro oX PrcFess;otAL Pm* ax 'ap Number: /3 1 - a New Building: residence (Commercial) Estimated Market Value of Construction: $ .5ea,o o 0 o Addition: residence/ commercial If an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial O No change to exterior size: residence/com'l o Other work(describe ) Check Occupancylnformation 114 Floor 20°Floor O + •r. Total Below sq.ft. sq.ft. RE r„..1.015quare Feet ❑ Single family dwelling APR U `d ZOD4 o Two family dwelling o Townhouse TOWN CR-OUEENSDURY o Multifamily dwelling tsl�It�IN�lpdatklla � #of units 16 Office lig70 Y75 0 g feao a Mercantile ❑ Manufacturing ❑ 1 car detached garage O 2 car detached garage O 3 car detached garage ❑ 1 car attached garage ❑ 2 car attached garage ❑ 3 car attached garage o Storage building- commercial ❑ Storage building- residential • o Other What is the proposed height of the structure 32 feet 3 inches Will any second-hand or ungraded lumber be used? If so,for what? /1`D Type of Heating System: electric/ oil Oas wood /forced hot air/ baseboard/other: Number of Fireplaces to be installed 0 Number of Woodstoves to be installed a List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder ,Q (h Sc,he crtAe c ln0(" .) 17 $'o47 N Plumber Ken) CO)e s te- 7,g-300 7 Mason G;/b e r't 16 o-- 19 9 2_ Electrician pA f ,0>n19,v7 AA) ado I ci3 6 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"is Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new construction. Signature: /f - owner,owner's agent,architect,contractor e• 1 Application for Permit—Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: Location of installation: I.0 / 13t17i i�• Office Use File Permit N ) 3( Tax Map No. Owners Name: A,'e,14 e c.yw J,e. l o r, Fee Paid Address: I51 48irci;e Ll4 2. INSTALLE' 'S NAME : PHONE NO. 3. RESIDENCE I I ORMAT]ON: (circle year of dwelling, indicate •, bedroom(s) and multiply #of bedrooms with applicable gallons per ,edroom to equal total daily flow) Year of House: No. of Bedrooms x Compu • on = Total Daily Flow 1980 or older x 150 :•l/bdrm = 1980— 1991 x 13% gal/bdrm = 1991 —present x 0 gal/bdrm = Garbage Grinder Installed yes / no Spa or Hot Tub Installed yes no 4. PARCEL INFORMATION: (circle appli :ble i ormation&indicate measurements) Topography Soil Nature -.und Water :edrock or Impervious Material Domestic Water Supply Flat sand •t what depth .t what depth municipal Rolling loam feet feet well Steep slope clay if well; water supply _%slope other from any septic-system depth: absorption is ft. other Percolation Test: (T be completed by licensed professional engin.-r or architect) Rate: minute per inch 5. PROPOSED SYS M: For New Construction: All individual sewage disposal stems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved su' ..sion). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool T Septic Tank: v gallon (min. size 1,000 gal.) Tile Field: each trenc ft. Total System Len: : ft. Seepage Pit(s): number o size o each: ft. by ft. Size of Stone to be used: # / d-,.th or thickness feet / Bed System Size: x v- Alternative System: A. length and/or size 6. HOLDING TANK SYS tr M: (if requir-.) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm .ystem and associated electrical k must be inspected by a Town approved elec cal inspection agency. 7. SIGNA . ' &INFORMATION FOR RESPONSIBLE ERSON(please read) For your protection,please note that pursuant to Sectio 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is :, ed upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Signature of responsible person Date TOWN OFQUEENSBURY- HIGHWAY Richard A.Missita Highway Superintendent�� (518)DEPARTMENT Home 790-5127 742 Bay Road • Queensbury,NY 12804 3 . 1 I Michael E Travis Office Phone: (518) 761-821 i DePutY frigtrwaY Superintendent Fax: (518) 745-4466 (518)798-0413 DRIVEWAY PERMIT DATE: 9-o/ - o3 APPLICANT NAME: /jiGA Sale rvvte C ior& TELEPHONE NO.: "7 I E- 0(ter] 9 ADDRESS TO BE INSPECTED: Lot t J ft y RCi RETURN ADDRESS: i5 F gi rcVie- ��- Applicant must show exact location and width of driveway(s)to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: , STEP 1: ( )Preliminary Approval NEED: .( )Slight swale ( )Level with the road ( )Deep swale Size pipe to be used(if necessary) ( )12" ( )15" ( )18" ( )24„ ( )36" Preliminary inspection completed by DATE Approval by Highway Supt. Deputy Supt Upon completion,please resubmit this approved permit for a final approval. STEP 2: ()Final Approval ( )Rejected DATE: Richard A. Missita,Highway Superintendent _ ,_ tP*--- , c--3-b03- (3 / _ ENERGY CODE COMPLIANCE APPLICATION , L...* TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEA TING DEGREE DAYS Compliance Methods:Part 5 - Acceptable Practice Method- 1&2 Family Dwellings (only) Part 6*-Thermal Rating-Component trade Offs 1&2 Family Dwelling; 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:1I PROPERTY LOCATION: A h Sal rroe CY10 r4 4.t / 41)1 led PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area- ?Co 20 square feet 2. Type of heat- Electric Oil Gas / Other 3. Is building mechanically cooled? ✓ yes No g 4. / Percentage of area of windows and doors Over 17% ✓ Under 17% 5. R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R VALUES AS SHOWN ON PLANS SUBMITTED: R 3a a. Roof b. Exterior walls R 1 1 c. Glazed areas R 3,.a d. Exterior doors R 3"o e. Floors over unheated spaces R 36 f Edge of slab on grade(heated building) R /V g. Basement/cellar walls (above grade) R N/4 .� h. Basement/cellar walls(below grade) R N/A i. Heating/cooling-ducts-piping in unheated space R /c, 6. Service(domestic)hot water heating device / Conforms to minimum efficiency per code .1 Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140-WILL NOT BE EXEEDED App cant' Sr na S Date Phone Number , ,�.. a y-0f - 03 778-o '7y INSPECTOR'S REMARKS: COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. Cert. No g 111 g Cut-in Card No �1: Owner 60116724)1-r29f62/�(�AJ (�' L1 J`�4 t Location �3 !o a�" ! /A (.�i Installation Consisting of/72- /rC-6+4 /90 Zt ) 4lo L/ Try C o e A a '12+�t to t''• 24/e Installed By a &Z ' Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon 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 spections at any time, and if its rules areviolated,the Companyshall have the right yoke fi ate. r Date `e-6 `6 ` INSPECTOR.. .. .. Member N.F.P.A,1. . .1. Commercial Final Inspection Report ,'- Office No.: (518) 761-8256 Date Inspection reque iv : Queensbury Building&Code Enforcement Arrive: 1', 16 am/ Depart: V pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: i"NAME: Lt-.EP\1'� Rho t.� PE #: "L—003 — ( 3 I LOCATION: 5`� l�►" RD DA14 : 1 Z-— l b—ni-k COMMENTS: Y i N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent I Interior/Exterior Guardrails 42 in. Platform/Decks I, Interior/Exterior Ballisters 4 in. Spacing Platform/Decksif Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" xi 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. 4 Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay ✓ Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion i Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site I Oil Furnace Shut Off at Entrance to Furnace Area .,/ Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors / > 10%> 1000 sq. ft. ✓ 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire % Dampers/Fire Doors �/ i Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame / Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" f Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed / Handicapped Bathroom Grab Bars/Sinks/Toilets ✓ Handicapped Bath/Parking Lot Signage Public Toilet Room Handicpped Accessible / Handicapped Service Counters, 34 in., Checkout 36" . ii Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical / Site Plan/Variance required �// Final Survey,New Structure/Flood Plain certification,if req. r// As-built Septic System Layout Required or On File hF:i✓ek 7 Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler ` Building Access All Sides by 20' /Driveable Surface 20'wide ,/� Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc ^ `� Town of Queensbury w Fire Marshal's Office �"- 742 Bay Road 1 , 1..- Queensbury, NY 12804 Phone (518)781-8205 Fax(518) 745-4437 .r r7 ... Fire Marshal's Inspection Report 0/•)(1 Request j �1 SCHEDULE Received: Permit# O2.- I, 1 INSPECTION ON: v- 5- GLI Name: SC ' ^ , 3-- (' AM PM ANYTIME Location: 5) &) J. RA A PROVED �__ N/A YES NO COMMENTS EXITS AISLE WIDTHS —.�_ EXIT SIGNS_NORMAL �� ... _BATTERY AU S nYI ki- 1 kQul ' iii 'Ll1,1 _____ EMERGENCY LIGHTING FIRE EXTINGUISHERS 4kkowj1'lot 4 FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM n I �1 (� - 11 HOOD INSTALLATION c5r t..C, e . INTERIOR FINISHES �� STORAGE �, kiCOMPRESSED OAS _ � ti 5 U�' ��5 CLEARANCE TO SPRINKLERS j'4c94i UNITSCLEARANCE TO HEATING CIA bA 9 r-coptiy CLEARANCE TO ELECTRICAL L' REQUIRED SIGNAGE �_.. EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN _ CHIMNEY MASONRY ROUGH IN J FINAL CHIMNEY , FACTORY BUILT ROUGH IN FINAL • WOOD STOVE ROUGH IN FINAL VENTED GAS — APPLIANCE ROUGH IN rt_„v.---.___ FINAL — _ /,. FIREPLACEf -riAtv;) MASONRY ROUGH IN OK T IS DAT FOR CO NOT OK FINAL _ FIREPLACE —�� FACTORY BUILT ROUGH IN _ INSPE FINAL - _ COMDEVICHRISJIWORDlLETTERS2001/FIREMARSHALINSPECTIONREPORT11022001 YELLOW-OCCUPANT COPY WHITE-BUILDING DEPARTMENT COPY Commercial Final Inspection Report i T Office No.: (518) 761-8256 Date Inspection reques e ei �. Queensbury Building&Code Enforcement Arrive: am/ epart: - 0 742 Bay Road, Queensbury,NY 12804 Ins ctor's Initials: NAME: 0 -FFr PERMI LOCATION -G . DATE:,A r � �`���COMMENTS: 1 E -- R�1R� C4 N t'.�i F R -D•_ �L- ttr-�1 Y N NA o Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete ✓ 6€A\c-ck--- 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. go \-)M6 All Doors 36 in.w/Lever Handles/Panic Hardware, if required I/ Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. J Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay `0D Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.. or Fire Extinguishing System b Fresh Air Supply for Occupancy/Ventilation Combustion 1 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 — ��Stoclaoom/Storage/Receiving/Shipping Room(2 hr.), 1 1/2 doors > 10%> 1000 sq ft. I 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq. 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 Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets 4 Handicapped Bath/Parking Lot Signage ,./// Public Toilet Room Handicapped Accessible ,/ Handicapped Service Counters, 34 in., Checkout 36" ✓ V--V.....- AAWIV Handicapped Ramp/Handrails Continuous/12 in.Beyondki- . k Active Listening System and Signage Assembly Space I �" Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File >V-:C, \ • Building Number or Tenant Address on Building or Driveway . Water Fountain or Cooler ' V\?-2iAjW i c Al\Sides by 20' /Driveable Surface 20'wide r: mp:I(Okay To Issue Tepr Permanent C/O LJ O ay o Issue /C` ` Last printed 6/3/2003 9:27 MIL:\PamW\Building do Codes\Commercial Final Inspection Report.doc IF . Commercial Final Inspection Report . 3 --)JP)r'\Office No.: (518) 761-8256 Date Inspection req , t ece. e . Queensbury Building&Code Enforcement Arrive: a -Ip r Depart:ty `— -a. 'p 742 Bay Road,Queensbury,NY 12804 Inspector's Initi. s: e C"„ NAME: . `1, '\k PERMIT : a LOCATION: DATE: . - ir�; M ,,0,-x C. 0 'OG ;\cam- -e,,,L, /-, , # « �,COM``MENTS: � U6 Y/ N NA Chimney I"B"Vent/Direct Vent Location �/ Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent a f / Interior/Exterior Guardrails 42 in. Platform/Decks 0 ✓ S7 c�z- GS Interior/Exterior Ballisters 4 in. Spacing Platform/Decks ,/ C►-�rC c C-,%-A ,N Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" D-ebi2--- Z© c-\` % 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. ✓/// 4-1\+Nt� w1 S 1 Gas Valve Shut-off Exposed&Regulator(18")Above Grade � Floor Bathroom Watertight/Other Floors Okay ✓/ \ t —‘RWA C- Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum ti// • t‘' F � Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System �/ Fresh Air Supply for Occupancy/Ventilation Combustion V-iSDpl 6-1-PC kV-4 Low Water Shut Off For Boilers f Gas Furnace Shut Off Within 30 ft. or Within Line Of Site v/ Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 'A doors >10%> 1000 sq. ft. • 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire / Dampers/Fire Doors ✓ f Ceiling Fire Stopping, 3,000 sq. 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 Signage/Shaft Sealed / Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage .// Public Toilet Room Handicapped Accessible V f Handicapped Service Counters, 34 in., Checkout 36" i// Handicapped Ramp/Handrails Continuous/12 in.Beyond V Active Listening System and Signage Assembly Space Final Electrical \ v_r( E 1.0 oR-- Site Plan/Variance required ® �[ Final Survey,New Structure/Flood Plain certification,if req. �p v'�n"�J As-built Septic System Layout Required or On File 6EwER '�R�l.. � Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler ✓ Building Access All Sides by 20' /Driveable Surface 20'wide �( Okay To Issue Temp. or Permanent CIO Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc r RUCINSKI HALL ARCHITECTURE \NI" . Ronald Richard Rucinski �J Ethan Peter Hall G`c`-.c G 627 Maple Avenue �`� 0 Saratoga Springs NY 12866 P Voice 518 580 1905 Fax 518 584 5012 Email rrr@nycap.rr.com ephall@nycap.rr.com Lot#1 Baybrook Professional Park To: David Hatin From: Ethan Hall Date: 30 January, 2004 Re: Project Certification for first floor occupancy To the best of our knowledge and belief the above referenced project has been constructed in accordance with the plans and specifications approved by the Town of Queensbury. I periodically observed the construction of this ro' ct in a sufficient manner to justify this representation Signature: _ Printed Name: Ethan P. Hall Title: Architect—Rucinski Hall Architecture Date: 30 January, 2004 Xc: Rich Schermerhorn—Schermerhorn Construction C:\ACAD\Schermerhom\Baybrook Professional Office\Two Story\Paperwork\Project Cert-1st floor 30 Jan 2004.doc t Town of Queensbu j ��ie 15T Ettriz_ ovily . ` Fire Marshal's Office 742 Bay Road Queensiwry,, NY 12804 3 Pii) Phone(518)781-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report 0 3 /3 Request ` SCHEDULE Received: Permit# 03 —/.3/ INSPECTION ON: l ,-, 30 -O . -2 Name:•Zaky_43.1610 1 ''ry}� J 1) 0 AM (ANYTIME Location: r r { i . '( , '\ , APPROVED A YES NO COMMEIfTS EXITS E AISLE WIDTHS �_._ '1 EXIT SIGNS_NORMAL l L YZ� (-'�ti^'.� C � i (-�: ��Ji, C\ - BATTERY , EMERGENCY LIGHTING FIRE EXTINGUISHERS �.1 FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM ----4-X\ )(, 1 V 5 Ir i r l kwA d 0A) " FIRE SUPPRESSION SYSTEM HOOD INSTALLATION _ tCO� E?� INTERIOR FINISHES „__ ( 'Pita e_� J 14' be STORAGE -3C COMPRESSED GAS X 4 w itAttl eci Qo CLEARANCE TO SPRINKLERS , CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN )C � /t MAXIMUM OCCUPANCY SIGN _—_ X —, — - .11 A le )j 14 CHIMNEY _ MASONRY ROUGH IN I • t i t I "F de 4 Ili? r6 G . FINALtf1 '� HIM OR BUILT ROUGH IN EfwAy2,4Azi Evae ( 'F C Y —FINAL WOOD STOVE —ROUGH IN . FINAL VENTED GAS APPLIANCE ROUGH IN FINAL _ ".._ FIREPLACE ,-J'J: -7. MASONRY ROUGH IN - OK THIS DATE OK FOR C NOT OK FINAL c-� - 7,-k_ -4,.. FACTORY BUILT __ROUGH IN PE ED BY ___FINAL _ J4_ COMDEVlCHRISJ/W0RD/LETrERS20011FIREMARSHALINSPECTIO PORTI1022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request rece'ved: Queensbury Building&Code Enforcement Arrive: a p = � 742 Bay Road, Queensbury,NY 12804 Inspector's Initi s: NAME: iNcy� PERMIT#: LOCATION: C)i INSPECT ON: -0 TYPE OF STRUCTURE: , a o t Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts r 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 '/z(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 ��0 - v / Fire w , 3,4 hour ' restopping \ Penetration scale 16 inch insulation in cavity min. Garage Fire Separation House side t/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.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 /ow, f—— Town of Queensbury ` Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 4tildc;)\, Phone (518)761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report J/ _a''-a j Request HE //�'') ) J /3 I Received: Permit# 03 —I 3 j SCHEDULE EDUL_ ,ON: ( Y Name: )OW _ �]. AM PM .I YTIME Location3 9_V ' y,. cPPROVED N/A YES NO COMMENTS EXITS -- AISLE WIDTHS EXIT SIGNS-NORMAL _____ — - BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM � IA11 I4da � FIRE SPRINKLER SYSTEM _ FIRE SUPPRESSION SYSTEM _ HOOD INSTALLATION INTERIOR FINISHES ______._ STORAGE COMPRESSED GAS — E_�� --co 'ry v-ctekk ?J\Q ____� CLEARANCE TO SPRINKLERS V VD u, CLEARANCE TO HEATING _._._ j O� UNITS CLEARANCE TO ELECTRICAL _ -v-)PcA`1+,. p REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY —MASONRY ROUGH IN -VV--V--1-3-VA) W\ ' ____ 0 V' , FINAL_ ��h v\w)E--- CHIMNEY FACTORY BUILT ROUGH IN FINAL ��� r� WOOD --p L �F7i STOVE ROUGH IN `� FINAL i'I �Q U \ VENTED GAS • APPLIANCE ROUGH IN _ FINAL FIREPLACE MASONRY � ROUGH IN OK lS AT OK FOR CO NOT OK ' FINAL 'REPLACE I G • FACTORY BUILT ROUGH IN INSPECTED BY FINAL - COMDEV/CHRISJIWORD/LETTERS2001/F HAUNsPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re est received: //-/3-0 3 Queensbury Building&Code Enforcement Arrive: rt: 742 Bay Road, Queensbury,NY 12804 Inspector's Ini l (pet14 -- NAME: T' 1�-- 7.c_PRMIT#: LOCATION: _ t Rd- INSPECT ON: ('j'r'J�—O3 TYPE OF STRUCTURE: Z tGG Y N N/A --' o 0 - PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping • Copper Commercial .1 _ Comer, CPVC,Pex One &Two Family sulatiorT Residential Check/Commercial Check -�� Z Yv�Q FL��� RLI `� CEtU Proper Vent, Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: • L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 1 Framing / Firestopping Inspection Report hh 0 lu' N Office No. (518) 761-8256 Date Inspection re t recei , : Queensbury Building&Code Enforcement Arrive: a ` pi e rt: a m, 742 Bay Road,Queensbury,NY 12804 Inspector's Initi • , ~ if / NAME: ' 'rf �'lC-`Y '� PERMIT#: � ✓ j LOCATION: ) INSPECT ON: J ( ` LE, "C..7 -- TYPE OF STRUCTURE: 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 %z(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 w 112, 3,4 hour 7. estopping Penetration sealer 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.inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 • Rough Plumbing / Insulation Inspection Report ("00tJ Office No. (518) 761-8256 Date Inspection requ-: cei -.. Queensbury Building&Code Enforcement Arrive: a ,ip i epa r. a ,ipm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: P < NAME: V`' PERMIT#: -2,d Dom"' LOCATION: SOT Q�kb40 INSPECT ON: \\-6- TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One&Two Family Insulation/Residential Check/Conimercial Check IT = oft Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Y9SITY Commercial Final Inspection Report ,t )fed OP` Office No.: (518) 761-8256 Date Inspection re• e• rec •: Queensbury Building&Code Enforcement Arrive: • p Depart: 's a 742 Bay Road,Queensbury,NY 12804 Inspector's Initi.I s: - NAME: /'--k_Q,Y J CQ PERMIT •• 3- 1 LOCATION: j3 C R ��; DATE: � — -�-O L COM , TS: 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 se. ft. All Doors 36 in. a •v• . ,nd • Panic Hardware,if required62 Exits At Grade Or P atform 36 w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade OO\R `-700 Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing Syste Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Si Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/ oors > 10%> 1000 sq. ft. %Hour Corridor Doors&Closers •' Firewalls/Fire Separation, 2 Hour, 3 Hour Co�iplete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq. ft. Wood/Frame Attic Access 30"x 20"x 30"(h),Crawl Sp. a Access 18"x 24" Smoke Vents Or Fan, if required �� Elevator Operation and Signage/S'aft Sealed t \tWITINV\ Handicapped Bathroom Grab Bar- /Sinks/Toilets Z 1kt.. <_-APVV_S?seYiv Handicapped Bath/Parking L i Signage Public Toilet Room Handicap red Accessible aC` A9__y Handicapped Service Coun rs, 34 in., Checkout 36" Handicapped Ramp/Ha•:rails Continuous/12 in.Beyond A\L0 Active Listening Syst- and Signage Assembly Space Final Electrical "` Site Plan/Variance required �( Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printod 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc C_Li2 '( J CD 3-( 3( J Site Plan Inspection Report Form Name: Schermerhorn's Office Building (just north of Medical Center) Location: 536(?) Bay Road, Queensbury, NY 12804 Site Plan No.: 53-2002 Area Variance No.: none Building Permit No. (if any): Date: October 29, 2004 Dear Mr. Schermerhorn: During a site plan inspection of your project, the following deficiencies were discovered: 1) All as per approval. Good to issue CO. Should you have any questions or concerns please contact this office. Sincerely yours, Bruce Frank Code Compliance Officer Framing / Firestopping Inspection eport Office No. (518) 761-8256 Date Inspection re• -st r-ceiv::: /° 03 Queensbury Building& Code Enforcement Arrive: • t 4gre.m/ D.p. •. `L%r .m 742 Bay Road, Queensbury,NY 12804 Inspector's Initia s: / NAME: 7,-L L PERMIT#: 0260 343 LOCATION: .5 3� VA_ INSPECT ON: v 3 TYPE OF STRUCTURE: 77 &d6/14-4.. 427.19,y-fc-- __ Y N/ N/A COMMENTS ,., ,�ramir;g ,✓ Jack Studs/Headers Bracing/Bridging II Joist hangers ✓ • \ � v V,=;CA--- - � Jack Posts/Main Beams Exterior sheeting nailed properly t N3 U p o f `% e e.- Ve tj 12"O.C. Headroom 6 ft. 8 in. L t +- Stairwells 36 in. or more � �` �� `'\ Headroom 6 ft. 8 in. // `s - -) Cc/ILA)� Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side 1 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 irestop ing Penetration sealed J 16 inch insulation in cavity min. e/ 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.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 . Pit- Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re•u e iv;d: ,J d_70-3O Queensbury Building&Code Enforcement Arrive: ' -cart: am/ m 742 Bay Road, Queensbury,NY 12804 Inspector's Ini is s: NAME: �a!r.r�. PERMIT#: 2)3 I I LOCATION: _ q[�.� INSPECT ON: /0 e- TYPE OF STRUCTURE: 6;0c:4e �Ir� Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. .‘,/// Plumbing Vent/Vents in Place ough Pl i bing ail Plates Head or Air Supply Test NV(/ Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping • Copper Commercial Copper, CPVC,Pex One&Two Family Insulation I 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 COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing / Firestopping Inspection Report /4/11 Office No. (518)761-8256 Date Inspection re. - t re,- d: Queensbury Building&Code Enforcement Arrive: - p • P-part: rirr, a .m 742 Bay Road, Queensbury,NY 12804 Inspector's Init.:ls• PERMIT#: 03- NAME:LOCATION: INSPECT ON: � TYPE OF STRUCTURE: Y N//A COMMENTS Framing Jack Studs/Headers / '� , L. Bracing/Bridging (�Q.44 �(A LA,cL 0 Joist hangers Jack Posts/Main Beams �� Exterior sheeting nailed properly �'� -O-Q AeOesr-,VA„\L W4 - 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 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 • e , 3,4 hour qyping Pe etration sealed 16 inch insulation in cavity min. Garage Fire Separation House side inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.[nspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 � . k RUCINSKI HALL ARCHITECTURE P�� 0/ Ronald Richard Rucinski �� 'cJ Ethan Peter Hall G`�,c�G 627 Maple Avenue �J�G� Saratoga Springs NY 12866 P Voice 518 580 1905 Fax 518 584 5012 Email rrr@nycap.rr.com ephall@nycap.rr.com Special Inspection Report To: David Hatin From: Ethan Hall Date: 24 October, 2003 Re: Lot#1 Baybrook Professional Park—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, r ' Ethan '4� F '''''''Vic' Y '��,.4'b ' rs9'" t i? i Xc: Rich Schermerhorn—Schermerhorn Construction C:\ACAD\Schermerhorn\Baybrook Professional Office\Two Story\Paperwork\Special Inspection Report 24 Oct 2003.doc 1 c -Azc--(-eiY-\ -- 0--7c;Lc: '6?-ead Rough Plumbing / Insulation Inspection Report �. Office No. (518) 761-8256 Date Inspection request eiv Queensbury Building&Code Enforcement Arrive: a ' 742 Bay Road, Queensbury,NY 12804 Inspector's Initia . NAME: 1 f PERMTT#: LOCATION: _ • i INSPECT ON:TYPE OF STRUCTURE: Is -ri/w Y N N/A PVC: R-1,R-2,R-3, R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping • Copper Commercial Copper, CPVC,Pex One &Two Family vi nnsul n/Rclidential Check/Commercial Check c7� \Pf fie}\\L Proper Vent, Attic Vent C__ Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Insp ction request received: Queensbury Building& Code Enforcement Arrive: iyl:'Y am/pm D part: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: 1� • NAME: � PERMIT#: LOCATION: x INSPECT ON: TYPE OF STR CT RE: 1rt, y N NIA COMMENTS '� raming Jack Studs i 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 '/z(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 I `'?E< ,A s"IIr/'v-�- t° ' Fire wall 2, 3,4 hour / 1- af,;,.it) Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\sueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report / Office No. (518) 761-8256 Date Ins eection re• -st receiv-•• /6 6 • Queensbury Building& Code Enforcement Arrive: 11 AV ..rt: 'im, 'n m 742 Bay Road, Queensbury,NY 12804 Inspectors Init .. r NAME: ��`�- PERMIT#: ____- 3/ LOCATION:- f 1 // INSPECT ON: o TYPE OF STRUCTURE: / ,.(d,. n 1 Y 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 %z(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 st`ibw s iield 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 '/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.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 i , 3 0 Foundation Inspection Report Office No. (518) 761-8256 Date Insuction request re eived: Queensbury Building&Code Enforcement Arrive: PSI am/•, , Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:gi,i NAME: t1 I 0,3 131 tkr,/ l�ti PERMIT#: LOCATION: , N C. INSPECT ON: U /t-1--C TYPE OF STRUCTURE! Comments Y 1 N N/A Footings Piers t7/ • Monoli .c Slab enforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. n Materials for this purpose on site. '" �r i, Foundation/Wallpour / + Reinforcement in Place r Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump \\ Footing Drain Stone: 12 inch width 6 inc es ve footing 6 I11pol f Backfil[Approval r Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- / C) Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 2tZ am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: , ),4- NAME: �( � �(� PERMIT#: C 3� ) 3 / LOCATION: INSPECT ON: 3 Q3 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers • 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 poly for wet areas under slab Backfill Approval • Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 61- Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re. eceiv-. Queensbury Building&Code Enforcement Arrive: pm D-.. 1 C7 a pm/ 742 Bay Road, Queensbury,NY 12804 Inspector's In..' a1s• c2) , NAME: a6ptiYVQ7r PERMIT#: 0 3- LOCATION: 62, MC) / "'( C INSPECT ON: 2---1-0_3 TYPE OF STRUCTURE: �J Y N N/A PVC: R-1,R-2,R-3, R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates He r Air Supply Test . Drain and Vents �° 5 PSI or 10 ft. above highest Z� Connection for 15 minutes Water Supply Piping • Copper Commercial Copper, CPVC,Pex One &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 COMMENTS: L:\Suelemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Commercial Final Inspection Report -�_� 1.r • Office No.: (518) 761-8256 Date Inspection request received: ��-33/0 3 Queensbury Building&Code Enforcement Arrive: /O12✓ am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: k NAME:;` `' ""._ PERMIT#: r ._/3 i • LOCATION: 42.47-1 ,.,,,, .a,7 C-DATE: (v�/ , D• !hd•-c_r 47 C. &4f,?- -f1 .(._ e-K--- COMME TS: /J 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 Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum hn1S A 416Ce.53 GiaJ/ Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion flt /90i l 4rec 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 — 2 s( /lff/ ritaitc.i 64er Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 sq. ft. _ -- ae. 17(:e'''j /M 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire 5,p ri `act" ro AA Dampers/Fire Doors V Ceiling Fire Stopping, 3,000 sq. ft. Wood Frame 1 �- � � 0 ,4- L.Q." Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required fret., u. S t�c- w' Elevator Operation and Signage/Shaft Sealed / Handicapped Bathroom Grab Bars/Sinks/Toilets c iii-cr In, Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible ^„L dr�r t -e � ��( Handicapped Service Counters, 34 in., Checkout 36" sF Handicapped Ramp/Handrails Continuous/12 in. Beyond f6°MaW Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification, if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20' wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc t -1''1 Foundation Inspection Report Office No. (51 8)761-8256 Date Inspection request received: ""/fig: Queensbury Building&Code Enforcement Arrive: am/p \ Depart; .•5 �l pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: n�, NAME: PERMIT#: . LOCATION: 1 i_yt G .�, L .% INSPECT ON: ASV 7,3 TYPE OF STRUCTURE: rv4 c �f� C 7 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 Footin: Drain Stone: 1 nch width inches above footing • 6-mit poly ,wet areas under slab ackf`tli Approval • Plumbing Under Slab PVC/Cast/Copper ( Foundationrksulationterior Exterior 41 be/.00 R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 ,47 Foundation Inspection Report / Office No. (518) 761-8256 Date Inspection request received: (4/ dr3 Queensbury Building&Code Enforcement Arrive: am/In Depart: m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: c.S21( PERMIT#: 3'" / / LOCATION: 5 .(42 / }�- INSPECT ON: TYPE OF STRUCTURE: l7,. cfa c s : 14- ( net-)/.1 Comments -------� Y _ N/A Qootings Piers • Monolithic Slab Reinforcement in Place Z/ /4/ 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 t Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive X() s am/pm Depart am/pm Inspector's Initials FA( NAME: 1-419,-XociL. PERNIIT# Qyi/ LOCATION: DATE: ' TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers L Monolithic Pour Form 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 Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT �. ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive�)dam/pm Depart pm Inspector's Initial1I) NAME: S A( , /�� PERMIT# 03 / LOCATION: l� 2Q1 DATE: NJ 0 TYPE OF STRUCTURE: RECHECK N/A Y,S!Ko COMMENTS Footings/Piers I , Monolithic Pour Form - / p2 S Cck-I`/4 Ua"? Reinforcement in Place v 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 Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping of Foundation Inspection Report Office No. (518)761-8256 Date Inspection reques ei d ! Queensbury Building&Code Enforcement Arrive: 4(6)am/ Depart: (1 c 742 Bay Rd., Queensbury,NY 12804 Inspectors Initia : - ht4 NAME: C.a\ At`(n`-e.'f r(� RMIT#: LOCATION: \.(�C�,� INSPECT ON: - --- 11, TYPE OF STRUCTURE: { Comments Y N N/A ootings ' Piers • Monolithic Slab Reinforcement in Place • -?V' The contractor is responsible for - P providing protection from freezing ' om i ?�7 r , for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place a Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORM5\Foundation Inspection Report.doc January 28,2003 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski �� �J Ethan Peter Hall `' 627 Maple Avenue G �`�¢ Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email rrr©nycap.rr.com ephall@nycap.rr.com Transmittal To: David Hatin From: Ethan Hal* Date: 18 June, 2003 Re: Revisions to Office plans for Baybrook Professional Park Lot#1 Attached are 2 copies of revised drawings A-2, A-4, A-5, A-9, A-10 and new drawing A-12 for the referenced project. These revisions reflect changes for tenant fit-up for first floor space. If there are any questions please contact our office. Regards, Ethan Xc: Rich Schermerhom-Schermerhom Construction C:\ACAD\Schermerhom\Baybmok Professional Office\Two Story\Paperwodc\Transmittal 18 June 2003.doc RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 627 Maple Avenue q-P� Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email rrr©nycap.rr.com ephallknycap.rr.com Transmittal To: David Hatin From: Ethan Hall COF ( Date: 16 April, 2003 Re: Additional Information for Baybrook Professional Park Lot#1 Flat roof snow load = Pf= 0.7CeCtIPg Ce = 1.0 Ct = 1.0 = 1.0 Pg = 70 e Pf= 0.7 x 1.0 x 1.0 x 1.0 x 70 = 49psf Sloped roof snow load = Ps= CsPf a Cs= 0.65 Pf= 49 a.. Ps = 0.65 x 49 = 31.85psf For suspended ceilings and gas piping see notes added to dwg. A-9. (attached) Otherwise normal construction standards will be adequate to resist seismic forces in other building components. Floor joist sizing information from Truss Joist are attached indicating floor loading requirements. Floor plan dwg. A-2 has been revised to show this framing. Wind load calculations (by Schoder-Rivers Assoc.) are attached. Regards, Ethan Xc: Rich Schermerhom—Schermerhom Construction C:\ACAD\Schennerhom\Baybrook Professional Office\Two Story\Paperwork\Transmittal 16 Apr 2003.doc tfrPecil 1 emumina Bu' 14" TJi0/L65 16" o/c TJ 0.05 Serial N 700202130s User:3 2/161031:34:17 PM Pagel Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED f • .. ... . . • • 4. • •� i ,, QQYuuu ..... to .. • ••', •: -ProdluctBlapr:arn.is.Careceptual.,• • LOADS; Analysis is for a Joist Member. Primary Load Group-Office Bidgs-Offices(psf):50.0 Livo at 100%duration,20.0 Dead SUPPORTS; Input Bearing -Vertical Reactions(Ibs) Detail Other • Width Length Llve/Dead/Uplift/Total 1 Stud wall 3.50" 2.25" 700/280/0/980 End,Rim 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 700/280/0/980 End,TM Blocking 1 Ply TJI®/L65 DESIGN CONTROLS: . Maximum Design Control Control Location Shear(Ibs) 1000 1000 2125 Passed(47%) Rt.end Span 1 under Safe loading Vertical Reaction(Ibs) 995 995 1539 Passed(65%) Bearing 1 under Safe loading ‘• a,. Moment(Ft-Lbs) 4943 4943 7961 Passed(62%) MID Span 1 under Floor loading /,/i Live Load Defl(in) • , 0.386 0:412 Passed(L/639) MID Span 1 under Floor loading Total Load Dell(in) 0.541 1.029 Passed(U456) MID Span 1 under Floor loading f?'/ TJPro 41 25 Passed Span 1 -Deflection Criteria:STANDARD(L11/600,TL:U240)• -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32",5/8"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced et 4'9"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • -Concentrated load requirements.for standard non-residential floors have been considered. TJ-P'q.RATING SYSTEM • -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32",5/8"Panels(20"Span Rating)decking. The controlling span is supported'by walls. Additional considerations for this rating include:Ceiling•None, A structural analysis of the dedc has not been performed by the program. Comparison Value:2 ADDITIQNAL NOTES: • -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ Materials and code accepted design values. The specific product application,input design loads and stated dimensions have been provided by others( >,have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJ Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code,BOCA analyzing the TJ Custom product listed above. • rl PROJECT INFORMATION: OPERATOR INFORMATION: Ethan Hall ' Kristen Frantz r p�,, Trus'Joist *'f Ia&" ✓1?O— kO OS 201 St,John St. Havre de Grace,MD 21078 rif4 1 . (,�• �012, Phone:410-939.854e none Copyright 0 2002 by Trutt Joist, a Weyerhaartter tutting*. Ni.and TJ-Lloa pre regtetered trademarks of Tiur Joist., a-t Joist.!,Pro` and TJ-Pro'• nrb trademark* of MIS Joist. lar#104 ift T a.05 Serial Number'' 7002021305'0"ma's 14" TJI®/L65 16" o/c J-SemN ) umber • PPage2 E gineV 5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group' , 20' 7.00" ,. 1 Max. Vertical Reaction Total (lbs) 980 980 Max.. Vertical Reaction Live (lba) 700 700 Selected Boating Length (in) ' 2.25(W) 3.50(W) • Max. Unbraced Length (in) 57 Loading on all. spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 953 -953 Max Shear (lbs) 961 -961 Member Reaction (lbs) 961 961 Support Reaction (lbs) 980 980 Moment .(Ft-Lbs) 4943 Live Deflection (in) 0.38E Total Deflection (in) 0.541 Loading on all spans, LDF - 0.90 , Dead Only Design Shoat (lba) 272 -272 .Max Shear (lbs) 274 -274 Member Reaction (lbs) 274 274 Support Reaction (lbs) 280 280 Moment (Ft-Lbs) 1412 • • PROJECT INFORMATION: OPERATOR INFORMATION: Ethan Hell Kristen Frantz Trus Joist 201 St.John St. Havre de Grace,MD 21078 Phone:410-939.8548 none C.opytiaht th 2002 by Trus Joist, a Weyerhanvpdt Dusineaa ' TJIA and TJ-DaamS are rogi$tered trad`Marka of Trod Joist. e•.i dointo.PW and TJ-Pro*. ara ttadenark* or true Jot,gt, i .. c ' • �, liar. New 80psf Live Load-Needs to be 12"0/C TJ4m(TM.a )6.05 Serial Ni .'ioozaiiao5 '1 4"TJI0/L65 @ 12" o/c User:3 4/16413:1:1133 AM I Wi1Z W -r Page 1 Engine venon:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED e 2"1t° R_mo L0E36-f F fr^ 11,0 . 21' r e Product Diagram Is Conceptual. , ..LOADS: , • Analysis is for a Joist Member. Primary Load Group-Office Bldgs-Offices(psf):80.0 Live at 100%duration,20.0 Dead • SUPPORTS: • Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.25" 840/210/0/1050 End,Rim 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® , 2 Stud wall 3.50" 2.25" 840/210/0/1050 End,Rim • 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1029 -1021 2125 Passed(48%) Rt end Span 1 under Floor(Primary Load Group) loading • Vertical Reaction(Ibs) 1029 1029 1539 Passed(87%) Bearing 2 under Floor(Primary Load Group) loading Moment(Ft-Lbe) 5296 . 5296 7961 Passed(87%) MID Span 1 under Floor(Primary Load Group) loading ' Live Load Defl(in) 0.298 0.412 Passed(U830) MID Span 1 under Alternate Deflection Criteria Total Load Dell(in) 0.595 1.029 Passed(U415) MID Span 1 under Floor(Primary Load Group) loading TJPro 47 25 Passed Span 1 -Deflection Criteria:MINIMUM(LL:U360,TL:U240,ALT:U600@50.0 psf). Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32",5/8"Panels(20"Span Rating)GLUED&NAILED wood decking. Bracing(Lu):At compression edges(top and bottom)must be braced at 4'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability, . . .-Concentrated load requirements for standard non-residential floors have been considered. TJ-Pro RATING SYSTEM, . -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32",5/8"Panels(20"Span Rating)decking. The controling span is supported by wails. Additional considerations for this rating Include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value:2.48 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by True Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product implication,input design loads and stated dimensbns have been provided by others( ),have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJ Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. '-Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Ethan Hal Kristen Frantz 518-580-1905 • True Joist 518-584-8012 2001 E McComas St. • Baltimore,MD 21230 Phone:410.783-0685 x 121 Fax 410-539-6114 none eonyiwt t7 200E by True Joist, a aeyerbeauaor Daeanoee Nis and TJ-a.ere era registered trad..arke or True JuMaL. •. a-T Jolut'",Pro"' and TJ-Pro" are trodanorku of Truu Joint.. , ' B 'd i►TT9-SCS'-Ot - T , z%ue-id ual.sc,..I)l ezc : TT CO 9T udd • T Ynv� New 80psf Live Load-Needs to be 12"O/C .. .r TJ-so.s(TMNumber:)6.05 Sena;Number:7002021305 14 TJ i�/L65 @ 12 o/c User.3 016/0311:11:34 AM Paget Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 20' 7.00" Max. Vertical Reaction Total (lbs) 1050 1050 Max. Vertical Reaction Live (lbs) 840 840 Selected 3earing Length (in) 2.25(W) 2.25(w) Max. tJnbraced Length (irk) 56 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 1021 -1021 Max Shear (lbs) 1029 -1029 Member Reaction (lbs) 1029 1029 Support Reaction (lbs) 1050 ' 1050 Moment (Ft-Lbs) 5296 Live Deflection (in) U.476 Total Deflection (ini 0.595 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (l.bs; 204 -204 Max Shear (lbs) • 206 -206 11 Member Reaction (lbs) 206 206 Support Reaction (lbs) 2:0 2:0 Moment (Ft-Lbs) 1059 • Alternate Load deflection check Deflection (in) 0.298 PROJECT INFORMATION; OPERATOR INFORMATION: Ethan Hail Kristen Frantz 518-580-1905 Trus Joist 518-584-8012 • 2001 E.McComas St. • •. Baltimore,MD 21230 • • Phone'410.783-0685 x 121 Fax ;410-639-6114 ;1®n4 • Cupyright to 2002 by True Joist, a keyorhasunor nuaincoo 7JIW and TJ-Be.w9 are registered )xad.marks of True Joiat. o-I Go Ur.*',Pro^and T.;-rru" n-o tbndomurei. or True Julu:. • E 'd • bTt9-GCS-01 -T zuue.iJ ua st .1) V C : TT CO 91 .Jdd • 1 2000 LB Point load TJ-Beern(TM)6.05 Se ia/N,�'; 05 14" TJ I01H 90 16" o/c n + Jb t User 3 a16/00 1237:05 PM 1 re/�Ot t�l Pagel Engine Version:1.512 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED r >JT I ''( . 4 u • 1 2 Product Diagram is Conceptual. LOADS: • Analysis is for a Joist Member. • Primary Load Group-Office Bldgs-Offices(psi):0.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment '(2) Point(lbs) Floor(1.00) 2000 0 8' - -(2)Web stiffeners are required at Point Load,See TJI JOIST INSTALLATION INFORMATION for nailing requirements. SUPPORTS; Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total • 1 Stud wall 3.50" 2.25" 1000/160/0/1160 End,Rim 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 2.25" 1000/160/0/1160 End,Rim 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® '• DESIGN CONTROLS; Maximum Design Control Control Location Shear(Ibs) 1156 -1154 2125 Passed(54%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 1156' 1156 1535 Passed(75%) Bearing 2 under Floor loading Moment(Ft-Lbs) 8399 8399 12454 Passed(67%) MID Span 1 under Floor loading Live Load Defl(In) 0.342 0.519 Passed(U547) MID Span 1 under Floor loading • Total Load Defl(in) 0.373 , 0.779 Passed(U501) MID Span 1 under Floor loading TJPro 59 25 Passed Span 1 ' -Deflection Criteria;MINIMUM(LL:U360,TL:U240). -Allowable moment was Increased for repetitive member usage. -Deflection analysis Is based on composite action with single layer of 19/32",5/8"Panels(20"Span Rating)GLUED&NAILED wood decking. Bracing(Lu):All compression edges(top and bottom)must be braced at 6'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Concentrated load requirements for standard non-residential floors have been considered. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32",5/8",Panels(20"Span Rating)decking. The controlling span Is supported by walls. Additional considerations for this rating include:Ceiling-None, A structural analysis of the deck has not been performed by the program. Comparison Value:2.59 • PROJECT INFORMATION; OPERATOR INFORMATION: Ethan Hall 518-580-1905 Kristen Frantz . 518-584-8012 Trus Joist 2001 E.McComas St. Baltimore,MD 21230 Phone:410-783-0685 x 121 Fax 410-539-6114 Ions Copyriiht a 2002 by True Jofet, a Wayorhneseur Rueireea TJIeit and TJ-Beene are registered trademarks of True Jo:St.I u-T Jolet.,Pro" and rJ-Pro"'aro tradcmarku or Teu,I Joi"L. • ta 'd iTi9-6ES-Otir-t z•zue.Jd ual.st.JN d01► =2T CO 91 .Jdd • • jin � 2000 LB Point load TJ�eanX17146 NiSeria'N, r ,2130 14"TJI®!H90 16"o/c Veer,3 4/16/031237:05 PM Paget Evils Vadaon:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES! -IMPORTANT! The analysis presented Is output from software developed by Trus Joist(TJ). Allowable product values shown are In accordance with current TJ materials and code accepted design values. The specific product application,input design loads and stated dimensions have been provided by others( ),have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJ Engineering. • -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Custom product listed above. -Live load on portion of joist area is very low. . • • • • • • • • • • • • PROJECT INFORMATION: OPERATOR INFORMATION: Ethan Hall I Kristen Frantz 518-580-1905 Trus Joist 518-584.8012 2001 E.McComas St. Baltimore,MD 21230 ' Phone:41 Q-783.0685 x 121 Fax 410-539.611A none copyrIpua 41 '007. by Tru. Juiat, a Woyufhaeuaor auai noun Talcs and iJ-Bean,aza registered trtdemarno of Ito, Joist. a-r Jo-at".Pro. and TJ-Pra a.re tr.oiemurkn oC Truo Joiet. • • s•d irtts.-GCS-Otip-t zweJd ua'4S CO 91 .,dd A� 2000 LB Point toad TJ-Beam(TM)6.05 serlau timber 7C 2O2;3Ds 14" 111�1H90 Q� 16" o/c User:3 4116/0312:37,06 P61 Page Engine Versen:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN • CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 15' 7.00" Max. Vertical Reaction Total (its) 1160 1160 Max. Vertical Reaction Live (lbs) 1000 1000 .Selected Dearing Length (in) 2.25(W) 2.25(W) Max. Unbraced Length' (in) 76 Loading on all spans, LDF - 1.00 , Dead + Floor Design Shear' (lbs) 1154 -11541 Max Shear. (lbs) 1156 -1156 Member Reaction (lbs) 1156 1156 Support Reaction (lbs) 1160 1160 `foment (Ft-Lbs) 8399 Live Deflection (in) 0.342 Total Deflection (in) 0.373 ' Loading on all spans, LDF = 0.90 . Dead Only Design Shear (lbs). 154 -154 Max Shear (lbs) 156 -156 Member Reaction (lbs) 156 156 Support Reaction (lbs) . 160 160 Moment (Ft-Lbs) 607 • I , • • • • PROJECT INFORMATION: OPERATOR INFORMATION: Ethan Hall Kristen Frantz 518-580-1905 Trus Joist 518-584-8012 2001 E..McComas St. Baltimore,MD 21230 Phone:410-783-0885 x 121 , Fax :410-5394114 none (.o yrlghl a 2O02 by 17ua Joint, a weyerh:lau•,er Hutinat ?JI$and TJ-Haaate are reg_atered trademarks of yrua Joist. • c-t Joint',Prn^ and TJ-Pro^ urn _radoeurkr•, of TTLa Jclnt, • • 9 'd .17TT9-6ES-O HP-t ual.sFuN dOi7: t CO 94 .add Apr 16 03 10:43a schoder rivers associates 668-2919 p. 1 • SR SCHODER RIVERS ASSOCIATES Fax Cover Sheet IR Consulting Engineers, P.C. April 16, 2003 Prospect's Rise Professional Offices 2315-2 Route 9N Lake George, NY 12845 Project: Baybrook Prof. Office Sender: David Evers ATTENTION COMPANY Rucinski Hall Architecture NAME Ethan Hall ADDRESS FAX# 584-5012 SENDING 7 PAGES. COMMENTS: Enclosed are the first few pages of design calculations where the wind loads are determined. Please call if you need anything further. Dave Evers T:518-668-2918 F 518-86 -2919 EMAIL davestainycrrp.rrcorn CC: Apr 16 03 10: 44a schoder rivers associates 668-2919 p. 2 SCHODER RIVERS ASSOC. PROJECT: Baybrook Prof Office Building Consulting Engineers,P.C. �T Cover 2315-2 Route 9N LOCATION: Queensbur , NY r Lake George, NY 12845 y DATE: 3/27,03 Phone: (51$1 668-2918 B OWE PC- 03-280 CHK:: ShAR Fax:(518)668-2919 Wind Load Design 2nd Floor Dead Loads(acting on shear walls) 1 2nd Floor Wall and Roof Dead Loads(acting on shear walls) 2 1st and 2nd Floor Wind Loads 3 Roof Wind Loads....... 4 ........... Truss Uplift Check........ 5 • • Apr 16 03 10: 44a schoder river$ associates 668-2818 p. :1 /� Sat rz. *--Arfq-4-- —AKI-27...4f,g_4.1____ t_t`_-..*'es"..... gri.,__ •:4 l'e'N -7- OlzS' ---- —-- --s , _ ., ,-, •e 7r /7e..//I � —_•; — ___ _.. . ��__---t --.. 1a .Z- . � par-4-- pe..._.. ;A=--.11a^- --. ._ y ,ice..._ '... .H: II, 1 M i 1 a I'°..11*. it...1195 ; ; ; , 71)7foli ' Z-L ''' 1 ' T- I" i Ay.4.4 4_ z. ,-.., i 1 . „ ,.. . -_,.______ . _,_ ___ ._4(zik...A4 1/ . k./- 1 , 1 . -,--, . ! f A . //Ly� ,t _.._y_ �.f-Z.. /i0-fi rer-l..5 `\ _- %= ( - -- -Z4q'&)/ __ , 0 ,.-- j /7,,i-7..PcLAz T _.- _ -7 - /7 / iA 'G / /7 ?..A , . _ ,_ .- - _._. __.,._.._ _...._. Apr 16 03 10: 44a schoder rivers associates 668-2919 p. 4 yt.r(L -27 . 2'1 .62 // ' ,+'(G ' - /T ,1- --._-- /,75_(,e, 7 /w..."�i . P Z. _ _r. y 41$.1L_ Z ,--.6 Z ��r� fo .yam....._.Zs r "/i T _...__.__....- -_ii- _._l o -,km,--=CP- ..__. ...-___._._- 4 1 _..... 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( 2 _7t.G-G/z. ._ ,4 7 y?,( /a,j I( 7 ,G7 r G,‘ 7 i/yz.) �.4 /7 7.. .:. Z. ..e 7.t 4..E 7,ii7 t 4,G, /y . . W : %Z �Gro Zy`o/ f C y 7" 2.5C ./ !/ IC,_._-_ ... - I--- - -26 : lt,,, , . _4(/ ‘,/_/- _/ = /C 5-A://--...Z. . _ _..._.... .._ .. . __ . . fief Gi,/,.fir �/ } ' -/Gs-)X 2 - /5 ? 70 �S V ie /�/ .1 C //r— �i a:V c A/ .�r-�; P i D L . ,1// C',4- // </f' .. . RUCINSKI HALL ARCHITECTURE � �� Ronald Richard Rucinski •J Ethan Peter Hall �y�G 627 Maple Avenue q.. G� Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email rrr@nycap.rr.com ephallkdinycap.rr.com Transmittal To: David Hatin From: Ethan Hall Date: 15 April, 2003 Re: Revisions to Lot#1 Baybrook Professional Park-Schermerhom Const. In response to the items discussed in our meeting of 14 April 2003 we have addressed the following issues; • Grab bar sizes have been indicated on dwg. A-2 &A-3. • Reception counter heights revised to 34" on dwg. A-2 &A-3. • Note regarding use of cast or copper above floor slab for DWV piping added to dwg. A-2. • Partial height partition dimension (3'-6") added to dwg. A-7. • Notes regarding ventilation requirements and submission of sprinkler drawings added to dwg. A-9. • Added lobby and stair live loads as well as concentrated load information to dwg A-11. Attached are 2 sets of revised drawings A-2, A-3, A-7, A-9 &A-11 as well as the completed seismic review summary sheet, a revised handicapped parking space detail and the elevator manufacturers interior cab dimensions from shop drawings for the referenced project. Please let me know if there are any questions. Regards, Ethan Xc: Rich Schermerhom-Schermerhom Construction C:\ACAD\Schermerhom\Baybrook Professional Office\Two Story\Paperwork\Transmittal 10 Apr 2003.doc 1 t SEISMIC REVIEW SUMMARY PROJECT: A i f -cksK-. r-5,66l ow ALA f9Fri ce LOCATION: rf gow I Q iikuigj-f ZIP CODE: trZ1304. ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 317 (default to site class D) 61,4 t7 Section 1615.1.1 316 S, (short period) d • 9A-2 - Figure 1615(1) 318 Si (1 second period) 0• 10 t. Figure 1615(2) 319 Fa (site coefficient-short) I . S'j Table 1615.1.2(1) 320 F, (site coefcient 1 sec.) •A-, Table 1615.1.2(2) 320 Sm, (short period adjusted) 0 ,Gj'f,, j Equation 16-16 317 Smi (1 sec. period adjusted) b. Equation 16-17 317 Sin (short period) 9. 9703 Equation 16-18 320 . So, (1 sec. period) d• HP 1 Equation 16-19 320 Seismic Use Group T Table 1604.5 287 Seismic Design Category Co Table 1616.3(1) 324 (short period) Seismic Design Category G Table 1616.3(2) 324 (1 sec. period) SEISMIC DESIGN CATEGORY This category determines the (most severe of above two) Co design analysis and whether MEP systems must be braced. Analysis Procedure Used Iw1Pt,.1 FISp Section 1616.6 326 Building Components Subject To -Igt ? i 1'nonlS Section 1621 345 Seismic Design Requirements: -Goaisti 11i - . PP. G1,6-4. Architectural .-ip►y ?IPW6+ Section 1621.1.1 & 345 Mechanical Section 1621.1.6 347 Plumbing — tactia ditto 347 Electrical _ sae ditto 347 JAM Page 10 of 10 12" x 18" M.U.T.C.D. P4-6 MOUNT 6' HIGH TO TOP NO PARKING IN UNLOADING RESERVED SPACE PARKING C 12" x 18" M.U.T.C.D. P4-8 MOUNT 6' HIGH TO TOP ACCESS RAMP 121 max. SLOPE CENTER ON PASSAGEWAY SIDEWALK 6" WIDE DIAG. STRIPING 0 18" 6" CURB and 30° TO CURB (typ). 16,% cd r.. INTERNATIONAL SYMBOL OF ACCESSIBITY at EACH SPACE (typ) 6" WIDE PAINT STRIPING (typ) EQUAL EQUAL EQUAL 8'-0" / 8'—O" / 8'-0" 24'-0" NOTE: ALL MARKING PAINT SHALL BE LIGHT BLUE HANDICAPPED AGGESSA5LE PARKIN SPACES NOT TO SCALE <1. i 7'-4' CLEAR HOISTWAY Y 3'-1 3/4' 4'-2 1/4' I . L) > BETWEEN GUIDES Li m ifr i�il�Jra -»= 't JACK -*- � z 7 3/4' 6'-0 1/2' PLATFORM 7 3/4' z_i ce a I 5'-8' MIN. CLEAR INSIDE L1 I-- d CUL-lw ,L1 I �faT_LI M X'c ()CY . ,,.y Z Z w e O CI w xQ 1=L L)...J L) T L,Ir (0 CO C:1_ICi s_ w R () >- } - 3 x ►\wi PIL LADDER- W o 3 3 JUNCf ION BOX \IL C./v) Z- a ti = F- lN\ 1 ~ J 5 1/2' 5 1/2'FLI <v , L. ce 3 CAR STA. I I I BUFFERS el 1 A v ,� o -1w 1 SnL. J <L u I() N 248 LBS,(TYP,) -�.., rill -A SEE NOTE 8 - 1Hsi' v w. JACK " -I41..- -.-1 }-FACE OF RAIL 826 LBS,(TYP,) 15/16' . 7°-2 1/8' RAIL &. SILL BRACKETS � 15/16' I I - 3'-5 3/4' 3'-0' CLEAR OPNG. 10 1/4' H- ISTWAY PLAN N Town of Queensbury Planning Board 12/19/02-Schermerhorn RESOLUTION APPROVING SITE PLAN NO. 53-2002 FOR RICHARD SCHERMERHORN RESOLUTION NO. SP 53-02 INTRODUCED BY: John Strough WHO MOVED ITS ADOPTION: SECONDED BY: Robert Vollaro WHEREAS, an application has been made to this Board for the following: Site Plan Review No. 53-2002 Applicant: Richard Schermerhorn,Jr. Type: Unlisted Property Owner: Guido Passarelli(RPS) Agent: Jonathan Lapper, James Miller Zone: PO Location: East side Bay Rd., north of Medical building under construction Applicant proposes construction of a two story 10,000 sq. ft. office with parking and associated site work. Professional Office in a PO zones requires review by the Planning Board. Cross Reference: UV 130-92,SB 5-88,SP 13-01,SP 90-90,SP 33- 02,AV 38-01,SP 24-01,SP 19-01,BP 01-400 Warren Co.Planning: 11/13/02 Tax Map No. 296.12-1-24 Lot size: 85.58 acres/Section: Art. 4 Public Hearing: November 26, 2002 WHEREAS,the application was received on 10/15/02;and WHEREAS,the above is supported with the following documentation and inclusive of all newly received information, not included in this listing as of 12/13/02, and 12/13/02 Staff Notes 12/13/02 CT Male engineering comments 12/2/02 Nace Engineering, info in response to PB and CT Male Cover letter w/maps SP-1 thru SP-4 revised 11/28/02 11/26/02 Planning Board resolution 11/26/02 Planning Board minutes 11/26/02 CT Male engineering comments in response to 11/26/02 response by Nace 11/26/02 Nace Engineering response to 11/22 CT Male comments 11/26/02 Staff Notes 11/22/02 BPSR to GH: Authorization form 11/19/02 Notice of Public Hearing 11/13/02 Warren Co.PB recommendation: NCI 11/7/02 Wastewater comments(e-mailed) 10/15/02 Application materials w/drawings, Stormwater Management report,Maps SP-1 thru SP-4 dated 10/15/02 Town of Queensbury Planning Board 12/19/02-Schermerhorn WHEREAS, pursuant to Art. 9 of the Zoning Ordinance of the Code of the Town of Queensbury a public hearing was advertised and was held on November 26, 2002 and December 19,2002; and WHEREAS, the Planning Board has determined that the proposal complies with the Site Plan requirements of the Code of the Town Queensbury(Zoning);and WHEREAS, the Planning Board has considered the environmental factors found in the Code of the Town of Queensbury(Zoning); and WHEREAS,the requirements of the State Environmental Quality Review Act have been considered and the Planning Board has adopted a SEQRA Negative Declaration; and/or if application is a modification, the requirements of the State Environmental Quality Review Act have been considered; and the proposed modification(s) do not result in any new or significantly different environmental impacts, and,therefore, no further SEQRA review is necessary; and WHEREAS, approval of the application means that the applicant can now apply for a Building Permit unless the lands are Adirondack Park Jurisdictional or other approvals are necessary. NOW, THEREFORE,BE IT RESOLVED,that We find the following: The application is hereby approved in accordance with the resolution prepared by Staff and is subject to the following conditions: 1. C.T.Male sign-off letter of 12/13/02 will be added to the documentation list, and 2. In accordance with the Town Zoning Code Bay Road streetscape elements, Section 179-7-040, B-2 promotion of a more pedestrian friendly corridor, the applicant will accommodate a future sidewalk easement; proposed sidewalk will run parallel and alongside Bay Road. This will be noted on the applicant's final submittal site layout and landscape plans, and 3. All conditions are to be noted on the final approved plans submitted for the Zoning Administrator's signature in a form to read as follows: Plans have been approved under authority of a resolution adopted 12/19/02 by the Planning Board of the Town of Queensbury, New York with the following conditions: 1. Duly adopted this 19th day of December,2002 by the following vote: AYES: Mr. Vollaro,Mr. Strough,Mr. Metivier,Mr. Hunsinger, Mr. Ringer,Mr. Sanford,Mr. MacEwan NOES: None 4 4-- Town of Queensbury Planning Board 12/19/02-Schermerhom Cc: Richard Schermerhorn Warren Co.Planning 15 F Birdie Drive 1340 St.Rt. 9 Queensbury,NY 12804 Lake George,NY 12845 Jonathan Lapper James Miller, Miller Associates BPSR 169 Haviland Road P.O. Box 2168 Queensbury,NY 12804 Glens Falls,NY 12801 m b A Job, Site Address: 1.0 t / ,8 rt y ici Date: y-6! - 03 m i i CD Owner: 7\i c 1. Sc,1he r vu�.r k,o f /l.� Application No. File No. Oo 3 1 3 I ,� n: x _._ — LO Building Permit — Calculation Sheet Na ra Light, Ventilation EmergencyEgress Requirements co i c -x ,. Habitable Area of _. Req, Light Actual -�: Req. Vent Actual tt:`1 Sq.Ft. Remarks CO `C3 I Room Room = S'%of Roan 1 Light 4%of Room Vent -i � Opeali ng for Ai 'Crl I in Area [ Square '"s Area Square = Egr'e�s m j Square ? Footage Footage _ , 1, "`' Feet ,`l t are — ,*'` _. :5-4 . - - r _ cam. '.__..___. [mod : in: P. s 1 Z 1-4 U l' 5. —*-- -5,e.,.. %..i,7..1 711 .N — i Z%; 3 _____ 1 __ _ s_- — ;—— _-__ _— — _ Cr, ttit '''. COM Vrtal—GI h L., Vital AP4 1 MIL.. Al PO 'P1e4IO7 6-1''1OU -O, '- m t..',Suc;kruingwnyli3'.1;}iiin Ptimn 01lil 4skitiat t fight wall)cxx.liis con sheet dcx m A m s- m Job Site Address: Lc t / 4 y A Date: '/- a/- 0 3 N , m CO r,; Owner: Ai c.)' S c.,11 .e.reo e, ()lot Ai Apph catican No. File No. o26O 3- 31 ,, m L. WINDOW SCHEDULE OD 5 Window I wic,ow sf . Window Unit or CO .r I s —T #. . ' fir. s9,rr. S.Fr: clear clew special rrivarC or r� c Number or Name Model Stock &::.€, Opming .I GlasOrYisib Vega EgrescC6u Opening cpening,.1eighc tnsrr c ions t1 �, Letter on Or'rype Number lvi tl t eigJsr ;—r77;� I wi,llh to .pa Inc3ts 1 m i Ilan Cal Size i - ice: - - Ind c _ M -- 114iiirJ " , 44/In - l Ois 41'0` CI•5°[ '4.i ,elii j { /,,� P f y'6 sal Niuo wiwociA5 Sill 4, r 14 % 9,100 4'1$ 4.0 /g 22 r b in � � a � �.' y, ` ,i is �i ik - — _, Ift — cect, -tote c IIIIIIIIIIIII � H //Q�, Z IL --__ .._ I r Fr_,.; Y] t . I in - --- 3 I .__ ! _- THIS LINE I-1AS EXAMPLES OF SAMPLE ENTRIES La '14 _ J Azderpigiiv. -?X*0.12 `_) 'J ' 7!3I+t3'" :i`�'h7' 13.34' . ' �6, 1 £k91: :. - 7 241;'f)33" -t�Gt!1gC ti _.= --_ 1 T f . i 1 cp I> m ,1— C•5SDe kiragny4.Fairklieg.Perin t_ ORMS'Arlibri ow&chick&tSoc x m LJ Ft' 7 Cr ' `" ti uNmbcr Pcrn t u Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2 Data filename: C:\ACAD\Schcrmerhorn\Baybrook Professional Office\Two Story\Lot-l.cck Section 1: Project Information PPrI:W., Project Name: Lot#1 -Baybrook Professional Park P P R 0 2 2003 Designer/Contractor: Rucinski Hall Architecture TOWN OF 627 Maple Ave Saratoga Springs NY 12866 Bl lLDiNG AND CODE Schermerhorn Propoerties 15F Birdie Drive Queensbury NY 12804 Document Author: Ethan Hall Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Building Type Floor Area • Office 9556 Project Description(check one): New Construction Addition Alteration Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage,Component Certification,and Vapor Retarder Requirements [ ] 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. [ ] 2. Windows,doors,and skylights certified as meeting leakage requirements. [ ] 3. Component R-values&U-factors labeled as certified. [ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ] 7. Recessed lighting fixtures are sealed or gasketed. [ 1 8. Vapor retarder installed. Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value U-Factor U-Factor Roof 1: All-Wood Joist/Rafter/Truss , 4927 38.0 0.0 0.028 0.051 Exterior Wall 1:Wood Frame, Any Spacing 7297 19.0 0.0 0.068 0.074 Window 1:Vinyl Frame,Double Pane with Low-E Clear, SHGC 0.45 975 --- --- 0.370 0.520 Door 1: Glass,Clear, SHGC 0.57 84 --- --- 0.370 0.520 Door 2: Glass, Clear, SHGC 0.57 39 --- --- 0.310 0.520 Floor 1:Unheated Slab-On-Grade,Vertical 4 ft. 330 --- 11.0 --- Floor 2: All-Wood Joist/Truss 78 38.0 0.0 0.027 0.042 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 13%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. �J Y t� 3 Principal Envelope Designer-Name Si9im re Date q q^� 'tktip,.=, , E4 e 4,4 ; �. Mkt a'`' '� Permit Number Mechanical Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2 Data filename: C:\ACAD\Schermerhom\Baybrook Professional Office\Two Story\Lot-l.cck Section 1: Project Information Project Name: Lot#1 -Baybrook Professional Park Designer/Contractor: Rucinski Hall Architecture 627 Maple Ave Saratoga Springs NY 12866 Schermerhorn Propoerties 15F Birdie Drive Queensbury NY 12804 Document Author: Ethan Hall Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Description(check one): New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Mechanical Systems List Quantity System Type&Description 1 HVAC System 1: Heating: Central Furnace,Gas,Heating Capacity Unknown/Cooling:Packaged Terminal Unit,Capacity 7000 Btu/h,Air-Cooled Condenser/Single Zone Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To:HVAC System 1 [ ] 1. Equipment minimum efficiency: Packaged Terminal DX Unit: 11.0 EER [ ] 2. Newly purchased cooling equipment meets the cooling efficiency requirements Generic Requirements: Must be met by all systems to which the requirement is applicable [ ] 1. Load calculations per 1997 ASHRAE Fundamentals [ ] 2. Plant equipment and system capacity no greater than needed to meet loads -Exception: Standby equipment automatically off when primary system is operating -Exception:Multiple units controlled to sequence operation as a function of load [ ] 3. Minimum one temperature control device per system [ ] 4. Minimum one humidity control device per installed humidification/dehumidification system [ ] 5. Thermostatic controls has 5 deg. F deadband -Exception:Thermostats requiring manual changeover between heating and cooling [ ] 6. Automatic Controls: Setback to 55 deg.F(heat)and 85 deg.F(cool); 7-day clock, 2-hour occupant override, 10-hour backup -Exception: Continuously operating zones -Exception: 2 kW demand or less,submit calculations [ ] 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm [ ] 8. Outside-air source for ventilation;system capable of reducing OSA to required minimum [ ] 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly -Exception:Ducts located within equipment -Exception:Ducts with interior and exterior temperature difference not exceeding 15 deg.F. [ ] 10. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts; UL 181A or 181B tapes and mastics [ ] 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ ] 12. Operation and maintenance tnanual provided to building owner [ ] 13. Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State [ ] 14. Stair and elevator shaft vents are equipped with motorized dampers [ ] 15. Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted [ ] 16. Kitchen hoods>5,000 cfm provided with 50%makeup air that is uncooled and heated to no more than 60 deg.F unless specifically exempted [ ] 17. Buildings with fume hood systems must have variable air volume hood design, exhaust heat recovery,or seprate makeup air supply meeting the following: a)75%make up air quantity,and/or b)within 2°F of room temperature and/or c)no humidification d)no simultaneous heating and cooling Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2. The design professional shall provide to the code enforcement official a written certification that the required HVAC tests,system balancing,etc.,have been performed and the system is operating as designed. The design professional shall retain copies of the test reports to be provided to the code enforcement official,if requested. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. P- gio, Principal Mechanical Designer-Name S ture Date Mechanical Requirements Description New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2 Data filename: C:\ACAD\Schermerhorn\Baybrook Professional Office\Two Story\Lot-l.cck The following list provides more detailed description of the requirements in Section 4 of the Mechancal Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code and must meet the following minimum efficiency: Packaged Terminal DX Unit: 11.0 EER 2. The specified cooling equipment is covered by Federal minimum efficiency requirements.New equipment of this type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency. Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. -Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. -Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degree F deadband(a range of temperature where no heating or cooling is provided). -Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. -Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. -Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h)or less. 7. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum of R 5. Unconditioned spaces include attics,crawl spaces,unheated basements,and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c) When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. -Exception: Duct insulation is not required on ducts located within equipment. -Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degree F. 10. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B. 11. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment,including multiple-zone terminal units. 12. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity(input and output)and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming commentsd) complete narrative of how each system is intended to operate. 13. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork, terminal,devices,.and supply air diffusers. 14. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building,operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods,vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: -Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade. -Ventilation systems serving unconditioned spaces. 15. Individual fan systems with a.design supply air capacity of 5000 cfm or greater and minimum outside air supply of 70%or greater of the supply air capacity must have an energy recovery system with at least a 50% effectiveness. Exceptions: -Systems serving spaces that are not cooled and heated to<60°F. -Commercial,kitchen hoods(grease)classified as Type 1 by NFPA 96 -Systems exhausting toxic,flammable,paint,or corrosive fumes or dust If an air economizer is also required,heat recovery must be bypassed or controlled to permit air economizer operation. 16. Individual kitchen exhaust hoods larger than 5000 1 cfm must be provided with make-up air sized for at least 50%of exhaust air volume that is uncooled and either unheated or heated to no more than 60°F Exceptions: -Where hoods are used to exhaust ventilation air that would otherwise exfiltrate or be exhausted by other fan systems. -Certified grease extractor hoods that require a face velocity no>60 fpm. 17. Buildings with fume hood systems having a total exhaust rate>15,000 elm must either have variable air volume hood design,exhaust air heat recovery,or separate make up air supply. Baybrok Lot #1 Drawing Date: 10/16/03 8:24 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Baybrok Lot #1 Location: Bay Road Queensbury, NY Drawing Date: Remote Area Number: 3 Contractor: Albany Fire Protection, Inc. Telephone: (518) 274-1405 P.O. Box 429 Avenue 'B' Watervliet, New York 12189 Designer: B. Reepmeyer Calculated By:SprinkCALC CSC Systems & Design Construction: Wood Frame Occupancy:Offices Reviewing Authorities:T.O. Queensbury SYSTEM DESIGN Code:NFPA 13 Hazard:Light System Type:DRY Area of Sprinkler Operation 1950 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.100 I Make: Model: Area per Sprinkler 175 sq ftl Orifice: 1/2" K-Factor: 5. 60 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 24 Flowing Outlets gpm Required: 560.6 psi Required: 56.1 @ Source WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test 2002 Rated Capacity 0 gpm Capacity 0 gal Static Pressure 82.0 psi Rated Pressure 0. 0 psi Elevation 0 Residual Pres 72.0 psi Elevation 0 At a Flow of 1210 gpm Make: Well Elevation 0" Model: Proof Flow 0 gpm Location: Bay Road & ACC Source of Information: SYSTEM VOLUME 222 Gallons Notes: Baybrok Lot #1 Drawing Date: 10/16/03 8:24 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 461 43.8 psi 1 4" Grvd Tee 20' 100 4 .026 461 1.8 1 Pipe 4" 10x21 6' 100 4 .260 461 0.4 1 4" Grvd Dry Valve CHART LOSS 461 0.3 1 4" Fingd 90 Ell 10' 120 4.026 461 0. 6 2 4" Fingd Gate Valve 2 ' 120 4.026 461 0.2 1 4" Fingd Back Flow Valve Ames "2000 CHART LOSS 461 3.7 1 6" x 4" Fingd 90 Ell 14 ' 120 6.065 461 0. 1 Elevation Change 9'0" 3.9 Hydr Ref R1 Required at Bottom of Riser 461 54.8 psi 1 Pipe 6" DIx18 Cl 52 200' 140 6.590 461 0.8 1 6" MJ 90 Ell 14 ' 120 6.065 461 0. 1 1 6"Gate Valve PIV 3' 120 6.065 461 0.0 1 6" MJ Tee Tie-in 30' 120 6.065 461 0.3 Fixed Flow Outside Hose Streams 100 gpm Hydr Ref R2 Required at Source 561 56.1 psi Water Source 82.0 psi static, 72.0 psi residual @ 1210 gpm 561 gpm 79.6 psi SAFETY PRESSURE 23.5 psi Available Pressure of 79.6 psi Exceeds Required Pressure of 56.1 psi This is a safety margin of 23.5 psi or 30 % of Supply Maximum Water Velocity is 16.9 fps baybrok Lot #1 Drawing Date: 10/16/03 8:24 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / IDA4.87 Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x QA2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Eaybrok Lot #1 Drawing Date: 10/16/03 8:24 REMOTE AREA #3 PAGE 1 i FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 51 TO W (PRIMARY PATH) - HEAD 51 16. 1 1" 1 0 1'0" 6.0 fps 8.2 8.2 8.2 -10" 0.11 gpm/sq ft 1.049" 1 0 5' 0" 0. 122 0.7 0.0 -0.1 10" K= 5. 60 16.1 100 40 0 6' 0" 2" 0.1 8 .2 8 .2 17" REF 87 16.1 1" 0 0 10'0" 12.1 fps 9.9 9. 9 PATH 3 1.049" 0 0 0" 0.441 4.4 1.0 K= 5.12 32.2 100 40 0 10'0" 0" 0.0 9.0 REF 86 19.7 1k" 0 0 6' 6" 11.2 fps 14.3 14.3 PATH 13 1.380" 0 0 0" 0.280 1.8 0. 8 K= 5.35 51 .9 100 40 0 6' 6" 0" 0.0 13.5 REF 85 20.8 111" 0 0 6'3" 11. 6 fps 16.1 16. 1 PATH 18 1. 610" 1 0 5' 9" 0.246 2.9 0.9 K= 5.33 72.7 100 40 0 11 ' 11" 0" 0.0 15.3 REF E5 206.7 3" 0 0 2 '7" 10.3 fps 19.8 19.8 PATH 2 3.352" 0 0 0" 0.084 0.2 0.7 K= 46.47 279. 4 100 10 0 2 '7" 0" 0.0 19.1 REF E6 61.8 3" 0 0 5' 6" 12.5 fps 20.0 20.0 PATH 12 3.352" 0 0 0" 0.121 0.7 1.0 K= 14 . 19 341.2 100 10 0 5' 6" 0" 0.0 19.0 REF E7 56.2 3" 0 0 5'0" 14. 6 fps 20.7 20.7 PATH 7 3.352" 0 0 0" 0.160 0.8 1.4 K= 12. 81 397 .4 100 10 0 5'0" 0" 0.0 19.3 REF E8 39.7 3" 0 0 4 ' 10" 16.0 fps 21.5 21.5 PATH 14 3.352" 0 0 0" 0.191 0.9 1.7 K= 8;92 437.0 100 10 0 4 ' 10" 0" 0.0 19.8 REF E9 23.6 3" 1 0 85'8" 16. 9 fps 22.4 22. 4 PATH 24 3.352" 1 0 15' 8" 0.211 21.4 1. 9 K= 5.21 460. 6 100 10 0 101 '4" 0" 0.0 20.5 REF W 460.6 gpm PATH 1 K= 69.63 43.8 psi Baybrok Lot #1 Drawing Date: 10/16/03 8:24 REMOTE AREA #3 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 45 TO E5 - HEAD 45 16.1 1" 1 0 2 '5" 6.0 fps 8.2 8 .2 8 .2 -10" 0.11 gpm/sq ft 1.049" 1 0 5' 0 0.122 0.9 0.0 -0.1 10" K= 5.60 16.1 100 40 0 7 '5" 2" 0. 1 8.2 8.2 17" REF 80 17.0 1" 0 0 7 '9" 12.4 fps 10.2 10.2 PATH 6 1.049" 0 0 0" 0. 464 3. 6 1.0 K= 5.35 33.1 100 40 0 7' 9" 0" 0.0 9. 1 REF 79 19.0 1k" 0 0 14 '3" 11.3 fps 13.7 13.7 PATH 11 1.380" 0 0 0" 0.282 4. 0 0.8 K= 5.29 52.1 100 40 0 14 ' 3" 0" 0.0 12.9 REF 78 21.9 1' " 0 0 10" 11.8 fps 17.8 17 .8 PATH 22 1. 610" 1 0 5' 9" 0.255 1.7 0.9 K= 5. 33 74.0 100 40 0 6' 6" 0" 0.0 16.9 REF El 3" 0 0 2" 2.7 fps 19.4 3.352" 0 0 0" 0.007 0.0 74 .0 100 10 0 2" 0" 0.0 REF E2 73.8 3" 0 0 5' 4" 5.4 fps 19.4 19.4 PATH 4 3.352" 0 0 0" 0.026 0.1 0.2 K= 16.84 147 . 9 100 10 0 5' 4" 0" 0.0 19.2 REF E3 23.2 3" 0 0 1 '3" 6.3 fps 19. 6 19. 6 PATH 23 3.352" 0 0 0" 0.034 0.0 0.3 K= 5.28 171.1 100 10 0 1 '3" 0" 0.0 19.3 REF E4 35. 6 3" 0 0 3'7" 7. 6 fps 19. 6 19.6 PATH 8 3.352" 0 0 0" 0.048 0.2 0.4 K= 8 . 12 206.7 100 10 0 3' 7" 0" 0.0 19.2 REF E5 206.7 gpm PATH 2 K= 46.47 19.8 psi Baybrok Lot #1 Drawing Date: 10/16/03 8:24 REMOTE AREA #3 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 50 TO 87 - HEAD 50 16.1 1" 1 0 12' 0" 6.1 fps 8.3 8 .3 8.3 -8" 0.11 gpm/sq ft 1.049" 0 0 1'5" 0.123 1. 6 0.0 -0.0 8" K= 5.60 16. 1 100 40 0 13'5" 0" 0.0 8 .3 8.3 17" REF 87 16.1 gpm PATH 3 K= 5.12 9.9 psi PATH 4 FROM HYDRAULIC REFERENCE 41 TO E2 HEAD 41 16. 4 1" 1 0 3' 1" 6.2 fps 8.5 8 .5 8. 5 -10" 0.11 gpm/sq ft 1.049" 1 0 5'0" 0.127 1.0 0.0 -0. 1 10" K= 5. 60 16.4 100 40 0 8 ' 1" 2" 0. 1 8 .5 8. 6 17" REF 83 16.7 1" 0 0 9'4" 12.4 fps 10. 6 10.6 PATH 5 1.049" 0 0 0" 0.464 4 .3 1.0 K= 5. 12 33.1 100 40 0 9'4" 0" 0.0 9. 6 REF 82 20. 1 114" 0 0 3'0" 11.5 fps 14.9 14 .9 PATH 16 1.380" 0 0 0" 0.293 0. 9 0.9 K= 5.37 53.2 100 40 0 3'0" 0" 0.0 14.1 REF 81 20. 6 1' " 0 0 7'9" 11.8 fps 15.8 15.8 PATH 17 1. 610" 1 0 5' 9" 0.254 3.4 0.9 K= 5.33 73.8 100 40 0 13'5" 0" 0.0 14.9 REF E2 73.8 gpm PATH 4 K= 16.84 19.2 psi PATH 5 FROM HYDRAULIC REFERENCE 40 TO 83 HEAD 40 16.7 1" 2 0 10'5" 6. 3 fps 8.8 8 .8 8.8 -10" 0.10 gpm/sq ft 1.049" 0 0 2' 10" 0.131 1.7 0.0 -0.1 10" K= 5. 60 16.7 100 40 0 13'3" 2" 0. 1 8.8 8 . 9 17" REF 83 16.7 gpm PATH 5 K= 5.12 10.6 psi Baybrok Lot #1 Drawing Date: 10/16/03 8:24 REMOTE AREA #3 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 46 TO 80 HEAD 46 17.0 1" 2 0 3'7" 6.4 fps 9.2 9.2 9.2 -10" 0.12 gpm/sq ft 1.049" 0 0 2' 10" 0.136 0.9 0.0 -0.1 10" K= 5. 60 17.0 100 40 0 6' 6" 2" 0.1 9.2 9.3 17" REF 80 17.0 gpm PATH 6 K= 5.35 10.2 psi PATH 7 FROM HYDRAULIC REFERENCE 58 TO E7 HEAD 58 17.7 1" 1 0 1' 8" 6. 6 fps 9.9 9.9 9.9 -10" 0.12 gpm/sq ft 1.049" 1 0 5'0" 0.145 1.0 0.0 -0.0 10" K= 5. 60 17.7 100 40 0 6' 8" 2" 0.1 9.9 9.9 17" REF 91 17.7 1" 0 0 8 '0" 13.3 fps 12.1 12.1 PATH 9 1.049" 0 0 0" 0.524 4.2 1.2 K= 5.09 35.4 100 40 0 8 '0" 0" 0.0 10.9 REF 90 20.8 1'4" 0 0 4 ' 10" 12 .2 fps 16.3 16.3 - PATH 19 1.380" 1 0 4 ' 3" 0.324 3.0 1.0 K= 5.33 56.2 100 40 0 9'2" 0" 0.0 15.3 REF E7 56.2 gpm PATH 7 K= 12.81 19.3 psi PATH 8 FROM HYDRAULIC REFERENCE 49 TO E4 HEAD 49 17.7 1" 2 0 13' 9" 6. 6 fps 9.9 9.9 9. 9 -10" 0.12 gpm/sq ft 1 .049" 0 0 2 ' 10" 0.145 2.4 0.0 -0.0 10" K= 5. 60 17.7 100 40 0 16'7" 2" 0.1 9.9 10.0 17" REF 84 17. 9 1" 0 0 9'3" 13.4 fps 12.4 12.4 PATH 10 1.049" 1 0 3'7" 0.530 6.8 1.2 K= 5.34 35. 6 100 40 0 12' 10" 0" 0.0 11.3 REF E4 35.6 gpm PATH 8 K= 8.12 19.2 psi Baybrok Lot #1 Drawing Date: 10/16/03 8:24 REMOTE AREA #3 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 9 FROM HYDRAULIC REFERENCE 57 TO 91 HEAD 57 17.7 1" 2 0 11'2" 6. 6 fps 10.0 10.0 10.0 -10" 0.12 gpm/sq ft 1.049" 0 0 2 ' 10" 0.146 2.0 0.0 -0.0 10" K= 5. 60 17.7 100 40 0 14 ' 1" 2" 0.1 10.0 10.0 17" REF 91 17.7 gpm PATH 9 K= 5.09 12.1 psi PATH 10 FROM HYDRAULIC REFERENCE 48 TO 84 HEAD 48 17. 9 1" 1 0 1'5" 6.7 fps 10.2 10.2 10.2 -10" 0.12 gpm/sq ft 1.049" 1 0 5' 0" 0. 149 1.0 0.0 -0.0 10" K= 5. 60 17.9 100 40 0 6'5" 2" 0. 1 10.2 10.2 17" REF 84 17.9 gpm PATH 10 K= 5.34 11.3 psi PATH 11 FROM HYDRAULIC REFERENCE 44 TO 79 HEAD 44 19.0 1" 1 0 2'10" 7. 1 fps 11.5 11.5 11.5 -10" 0. 11 gpm/sq ft 1.049" 1 0 5'0" 0. 166 1.3 0.0 0.0 10" K= 5. 60 19.0 100 40 0 7 ' 10" 2" 0. 1 11.5 11.5 17" - REF 79 19.0 gpm PATH 11 K= 5.29 12.9 psi - PATH 12 FROM HYDRAULIC REFERENCE 56 TO E6 HEAD 56 19.3 1" 3 0 15'5" 7.2 fps 11. 9 11.9 11. 9 -10" 0. 13 gpm/sq ft 1.049" 1 0 7' 10" 0.170 4. 0 0.0 0.0 10" K= 5. 60 19.3 100 40 0 23'3" 2" 0.1 11. 9 11.8 17" REF 89 20.8 1;1" 0 0 7 ' 11" 8 .7 fps 15. 9 15.9 PATH 20 1.380" 0 0 0" 0.174 1 .4 0.5 K= 5.31 40. 1 100 40 0 7' 11" 0" 0.0 15.4 REF 88 21.7 111" 0 0 3' 8" 9.8 fps 17.3 17.3 PATH 21 1. 610" 1 0 5'9" 0.182 1.7 0. 6 K= 5.31 61 .8 100 40 0 9' 4" 0" 0.0 16. 6 REF E6 61.8 gpm PATH 12 K= 14.19 19.0 psi Baybrok Lot #1 Drawing Date: 10/16/03 8:24 REMOTE AREA #3 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 13 FROM HYDRAULIC REFERENCE 52 TO 86 HEAD 52 19.7 1" 1 0 1 '0" 7.4 fps 12.4 12.4 12.4 -10" 0.13 gpm/sq ft 1.049" 1 0 5'0" 0.177 1. 1 0.0 0.0 10" K= 5. 60 19.7 100 40 0 6' 0" 2" 0.1 12.4 12.3 17" REF 86 19.7 gpm PATH 13 K= 5.35 13.5 psi PATH 14 FROM HYDRAULIC REFERENCE 60 TO E8 HEAD 60 19.7 1" 1 0 1 ' 8" 7.4 fps 12.4 12.4 12.4 -10" 0.13 gpm/sq ft 1.049" 1 0 5'0" 0.177 1.2 0.0 0.0 10" K= 5.60 19.7 100 40 0 6'8" 2" 0.1 12.4 12.3 17" REF 92 20.0 1" 0 0 3 ' 8" 14 .9 fps 15.1 15.1 PATH 15 1.049" 1 0 3'7" 0. 647 4.7 1.5 K= 5.14 39.7 100 40 0 7 '2" 0" 0.0 13.6 REF E8 39.7 gpm PATH 14 K= 8.92 19.8 psi PATH 15 FROM HYDRAULIC REFERENCE 61 TO 92 HEAD 61 20.0 1" 2 0 9'7" 7.5 fps 12.8 12.8 12.8 -LO" 0.13 gpm/sq ft 1.049" 0 0 2 ' 10" 0. 182 2.3 0.0 0.0 10" K= 5. 60 20.0 100 40 0 12 '5" 2" 0. 1 12.8 12.7 17" REF 92 20.0 gpm PATH 15 K= 5.14 15.1 psi PATH 16 FROM HYDRAULIC REFERENCE 63 TO 82 HEAD 63 20.1 1" 1 0 6" 7 .5 fps 13.0 13.0 13.0 -10" 0. 14 gpm/sq ft 1.049" 1 0 5' 0" 0. 185 1.0 0.0 0.1 10" K= 5.60 20.1 100 40 0 5' 6" 2" 0. 1 13.0 12. 9 17" REF 82 20.1 gpm PATH 16 K= 5.37 14.1 psi Baybrok Lot #1 Drawing Date: 10/16/03 8:24 REMOTE AREA #3 PAGE 7 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 17 FROM HYDRAULIC REFERENCE 42 TO 81 HEAD 42 20.6 1" 1 0 1' 6" 7.7 fps 13.6 13. 6 13. 6 -10" 0.14 gpm/sq ft 1.049" 1 0 5' 0" 0.192 1.3 0.0 0. 1 10" K= 5. 60 20. 6 100 40 0 6' 6" 2" 0. 1 13.6 13.5 17" REF 81 20.6 gpm PATH 17 K= 5.33 14.9 psi PATH 18 FROM HYDRAULIC REFERENCE 53 TO 85 HEAD 53 20.8 1" 1 0 1' 6" 7.8 fps 13.9 13. 9 13.9 -10" 0. 14 gpm/sq ft 1.049" 1 0 5' 0" 0. 196 1.3 0.0 0. 1 10" K= 5. 60 20.8 100 40 0 6' 6" 2" 0. 1 13.9 13.8 17" REF 85 20.8 gpm PATH 18 K= 5.33 15.3 psi PATH 19 FROM HYDRAULIC REFERENCE 59 TO 90 HEAD 59 20.8 1" 1 0 1' 8" 7.8 fps 13.9 13. 9 13. 9 -10" 0. 14 gpm/sq ft 1.049" 1 0 5'0" 0. 197 1.3 0.0 0. 1 10" K= 5. 60 20.8 100 40 0 6'8" 2" 0.1 13. 9 13.8 17" REF 90 20.8 gpm PATH 19 K= 5.33 15.3 psi _ PATH 20 FROM HYDRAULIC REFERENCE 55 TO 89 HEAD 55 20.8 1" 1 0 2 '0" 7.8 fps 13.9 13.9 13. 9 -10" 0.14 gpm/sq ft 1.049" 1 0 5' 0" 0.197 1.4 0.0 0.1 10" K= 5. 60 20.8 100 40 0 7 '0" 2" 0. 1 13. 9 13. 9 17" REF 89 20.8 gpm PATH 20 K= 5.31 15.4 psi Baybrok Lot #1 Drawing Date: 10/16/03 8:24 REMOTE AREA #3 PAGE 8 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 21 FROM HYDRAULIC REFERENCE 54 TO 88 HEAD 54 21.7 1" 1 0 1 ' ll" 8.1 fps 15.1 15.1 15. 1 -10" 0.15 gpm/sq ft 1.049" 1 0 5' 0" 0.211 1.5 0.0 0. 1 10" K= 5. 60 21.7 100 40 0 6' 11" 2" 0. 1 15.1 15.0 17" REF 88 21.7 gpm PATH 21 K= 5.31 16.6 psi PATH 22 FROM HYDRAULIC REFERENCE 43 TO 78 HEAD 43 21.9 1" 1 0 1'4" 8.2 fps 15. 4 15.4 15.4 -10" 0.15 gpm/sq ft 1.049" 1 0 5' 0" 0.216 1.4 0.0 0.1 10" K= 5. 60 21.9 100 40 0 6' 4" 2" 0.1 15.4 15.3 17" REF 78 21.9 gpm PATH 22 K= 5.33 16.9 psi PATH 23 FROM HYDRAULIC REFERENCE 47 TO E3 HEAD 47 23.2 1" 1 0 2' 11" 8 .7 fps 17.3 17.3 17 .3 -10" 0. 16 gpm/sq ft 1.049" 1 0 5'0" 0.240 1.9 0.0 0.2 10" K= 5.60 23.2 100 40 0 7' 11" 2" 0.1 17.3 17.2 17" REF E3 23.2 .gpm PATH 23 K= 5.28 19.3 psi - PATH 24 FROM HYDRAULIC REFERENCE 62 TO E9 HEAD 62 23. 6 1" 1 0 2' 10" 8. 9 fps 18.0 18.0 18.0 -10" 0.16 gpm/sq ft 1.049" 1 0 5'0" 0.248 1. 9 0.0 0.2 10" K= 5. 60 23.6 100 40 0 7 ' 10" 2" 0. 1 18.0 17. 8 17" REF 93 1;" 0 0 3' 8" 5. 1 fps 23.8 1.380" 1 0 4 ' 3" 0.065 0.5 23. 6 100 40 0 7 ' 11" 0" 0.0 REF E9 23.6 gpm PATH 24 K= 4.79 24.3 psi Job Water Required Hose Allowance Drawn By Baybrok Lot#1 Static Pressure: 82.0 psi , Pressure: 56.1 psi Inside: 0 gpm SprinkCAD Bay Road Residual Pressure: 72.0 psi Total Flow: 561 gpm Outside: 100 gpm Central Sprinkler Queensbury, NY Flow: 1210 gpm Safety Pressure: 23.5 psi (800)495-5541 Remote Area: 3 Date/Loc: 2002 Bay Road &ACC 140 120 - - 100 806 - Supply P S 60 • • 100 gpm hose 40 - 20 150 225 300 375 450 525 600 675 750 Flow (gpm) - - Baybrok Lot #1 Drawing Date: 10/16/03 8: 9 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Baybrok Lot #1 Location: Bay Road Tr((- Queensbury, NY Drawing Date: Remote Area Number: 1 Contractor: Albany Fire Protection, Inc. Telephone: (518) 274-1405 P.O. Box 429 Avenue 'B' Watervliet, New York 12189 Designer: B. Reepmeyer Calculated By:SprinkCALC CSC Systems & Design Construction: Wood Frame Occupancy:Offices Reviewing Authorities:T.O. Queensbury SYSTEM DESIGN • Code:NFPA 13 Hazard:Light System Type:DRY Area of Sprinkler Operation 1950 sq ft( Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make: Model:BB-1 Area per Sprinkler 250 sq ftl Orifice:1/2" K-Factor: 5. 60 Hose Allowance Inside 0 gpm 1 Temperature Rating:212 Hose Allowance Outside 100 gpm CALCULATION SUMMARY 9 Flowing Outlets gpm Required: 331.4 psi Required: 61.5 @ Source WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test 2002 Rated Capacity 0 gpm Capacity 0 gal Static Pressure 82. 0 psi Rated Pressure 0.0 psi Elevation 0 Residual Pres 72.0 psi Elevation 0 At a Flow of 1210 gpm Make: Well Elevation 0" Model: Proof Flow 0-gpm Location: Bay Road & ACC Source of Information: SYSTEM VOLUME 222 Gallons Notes: Baybrok Lot #1 Drawing Date: 10/16/03 8: 9 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 231 54.0 psi 1 4" Grvd Tee 20 ' 100 4.026 231 0.5 1 Pipe 4" 10x21 6' 100 4.260 231 0.1 1 4" Grvd Dry Valve CHART LOSS 231 0.3 1 4" Flngd 90 Ell 10' 120 4.026 231 0.2 2 4" Flngd Gate Valve 2' 120 4.026 231 0.1 1 4" Flngd Back Flow Valve Ames "2000 CHART LOSS 231 2.0 1 6" x 4" Flngd 90 Ell 14 ' 120 6.065 231 0.0 Elevation Change 9'0" 3.9 Hydr Ref Ri Required at Bottom of Riser 231 61.1 psi 1 Pipe 6" DIx18 Cl 52 200' 140 6.590 231 0.2 1 6" MJ 90 Ell 14 ' 120 6.065 231 0.0 1 6"Gate Valve PIV 3' 120 6.065 231 0.0 1 6" MJ Tee Tie-in 30' 120 6.065 231 0.1 Fixed Flow Outside Hose Streams 100 gpm Hydr Ref R2 Required at Source 331 61.5 psi Water Source 82.0 psi static, 72.0 psi residual @ 1210 gpm 331 gpm 81.1 psi SAFETY PRESSURE 19.6 psi Available Pressure of 81.1 psi Exceeds Required Pressure of 61.5 psi This is a safety margin of 19.6 psi or 24 % of Supply Maximum Water Velocity is 19.2 fps Baybrok Lot #1 Drawing Date: 10/16/03 8: 9 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / IDA4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off, - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Baybrok Lot #1 Drawing Date: 10/16/03 8: 9 REMOTE AREA #1 PAGE 1 x FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) HEAD 1 25.1 2" 0 0 6'0" 2. 1 fps 20.0 20.0 20.0 0.10 gpm/sq ft 2.227" 0 0 0" 0.007 0.0 0.0 0.0 K= 5. 60 25.1 100 10 0 6'0" 0" 0.0 20.0 20.0 HEAD 2 25.0 2" 0 0 4 '0" 4.2 fps 20.1 20.1 20.0 0.10 gpm/sq ft 2.227" 0 0 0" 0.025 0.1 0.1 0.0 K= 5.60 50.1 100 10 0 4 '0" 0" 0.0 20.0 20.0 HEAD 3 25.0 2" 0 0 6'0" 6.2 fps 20.2 20.2 19. 9 0.10 gpm/sq ft 2.227" 0 0 0" 0.054 0.3 0.3 0.0 K= 5. 60 75. 1 100 10 0 6'0" 0" 0.0 19.9 19. 9 HEAD 4 25.1 2" 0 0 6'0" 8.3 fps 20.5 20.5 20.1 0.10 gpm/sq ft 2.227" 0 0 0" 0.092 0.6 0.5 0.0 K= 5.60 100.2 100 10 0 6'0" 0" 0.0 20. 1 20. 1 HEAD 5 25.3 2" 0 0 6' 0" 10. 4 fps 21 .1 21.1 20.3 0. 10 gpm/sq ft 2.227" 0 0 0" 0.139 0.8 0.7 0.0 K= 5.60 125.4 100 10 0 6'0" 0" 0.0 20.3 20.3 HEAD 6 25. 6 2" 0 0 6' 0" 12. 6 fps 21. 9 21.9 20. 9 0.10 gpm/sq ft 2.227" 0 0 0" 0.196 1.2 1.0 0.0 K= 5. 60 151.0 100 10 0 6'0" 0" 0.0 20.9 20. 9 HEAD 7 26.1 2" 0 0 6' 0" 14 .7 fps 23. 1 23.1 21. 6 0.10 gpm/sq ft 2.227" 0 0 0" 0,263 1. 6 1.4 0. 0 K= 5. 60 177. 1 100 10 0 6'0" 0" 0.0 21.6 21. 6 HEAD 8 26.7 2" 0 0 6'0" 16.9 fps 24.7 24.7 22.8 0.11 gpm/sq ft 2.227" 0 0 0" 0.342 2.1 1.9 0.0 K= 5. 60 203.8 100 10 0 - 6' 0" 0" 0.0 22.8 22 . 8 HEAD 9 27. 6 2" 1 0 11 ' 1" 19.2 fps 26.7 26.7 24.3 0.11 gpm/sq ft 2.227" 1 0 10'8" 0.432 9.4 2.4 0.0 K= 5. 60 231.4 100 10 0 21' 10" 9' 10" 4.3 24.3 24 .3 CONTINUED 40.4 psi Baybrok Lot #1 Drawing Date: 10/16/03 8: 9 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) CONTINUED REF A7 -44.2 21" 0 0 6' 6" 11.1 fps 40.4 40.4 PATH 2 2. 635" 1 0 8 ' 7" 0.129 1.9 0.0 K= -6. 95 187.2 100 10 0 15' 1" 0" 0.0 40.4 REF A8 44 .2 21" 1 0 14 '7" 13.7 fps 42.3 42.3 PATH 2 2.635" 0 0 4 '3" 0. 190 3. 6 0.0 K= 6.79 231.4 100 10 0 18 ' 10" 0" 0.0 42.3 REF A9 3" 4 0 31' 9" 8.5 fps 45.9 3.352" 0 0 20'0" 0.059 3.1 231.4 100 10 0 51'9" 11 ' 8" 5.1 REF W 231.4 gpm PATH 1 K= 31.47 54.0 psi PATH 2 FROM HYDRAULIC REFERENCE A7 TO A8 REF A7 44.2 21" 1 0 53'4" 2. 6 fps 40. 4 40.4 PATH 1 2.635" 0 0 4 '3" 0.009 0.5 0.0 K= 6.95 44 .2 100 10 0 57 ' 8" 0" 0.0 40.4 REF A6 21" 0 0 7 ' 6" 2.6 fps 40.9 2.635" 0 0 0" 0.009 0. 1 44.2 100 10 0 7 ' 6" 0" 0.0 REF A5 21" 0 0 13'3" 2. 6 fps 41.0 2. 635" 0 0 0" 0.009 0.1 44 .2 100 10 0 13'3" 0" 0.0 REF A4 21" 0 0 2 ' 3" 2. 6 fps 41 . 1 2.635" 1 0 8 '7" 0.009 0. 1 44.2 100 10 0 10 ' 10" 0" 0.0 REF A3 21" 0 0 2 ' 11" 2. 6 fps 41.2 2.635" 0 0 0" 0.009 0.0 44.2 100 10 0 2 ' 11" 0" 0.0 CONTINUED 41.2 psi .Baybrok Lot #1 Drawing Date: 10/16/03 8: 9 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE Al TO A8 CONTINUED REF B2 21 " 0 0 2'7" 2. 6 fps 41.2 2.635" 0 0 0" 0.009 0.0 44.2 100 10 0 2'7" 0" 0.0 REF B1 2'1" 0 0 8 '2" 2. 6 fps 41.2 2. 635" 0 0 0" 0.009 0. 1 44.2 100 10 0 8 '2" 0" 0.0 REF Cl 2'-1" 0 0 7 '0" 2. 6 fps 41.3 2.635" 0 0 0" 0.009 0. 1 44.2 100 10 0 7 '0" 0" 0.0 REF C2 2'1" 0 0 2' 11" 2. 6 fps 41.4 2. 635" 1 0 8 '7" 0.009 0.1 44 .2 100 10 0 11'5" 0" 0.0 REF C3 2'1" 0 0 3' 4" 2. 6 fps 41.5 2. 635" 0 0 0" 0.009 0.0 44.2 100 10 0 3 '4" 0" 0.0 REF C4 2k" 1 0 8 ' 11" 2. 6 fps 41.5 2.635" 0 0 4 '3" 0.009 0.1 44.2 100 10 0 13'2" 0" 0. 0 REF C5 2' " 1 0 58 '11" 2. 6 fps 41. 6 2. 635" 2 0 21 '5" 0.009 0.7 44.2 100 10 0 80'4" 0" 0.0 REF A8 44.2 gpm PATH 2 K= 6.79 42.3 psi Job Water Required Hose Allowance Drawn By Baybrok Lot#1 Static Pressure: 82.0 psi Pressure: 61.5 psi Inside: 0 gpm SprinkCAD Bay Road Residual Pressure: 72.0 psi Total Flow: 331 gpm Outside: 100 gpm Central Sprinkler Queensbury, NY Flow: 1210 gpm Safety Pressure: 19.6 psi (800)495-5541 Remote Area: 1 Date/Loc: 2002 Bay Road &ACC 140 • 120 100 - 80• Suppl/ P S - - 60 • I • 100 gpm hose 40 - 20 100 150 200 250 300 350 400 450 500 Flow (gpm) Baybrook Lot #1 Drawing Date: 10/16/03 11 :54 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Baybrook Lot #1 Location: Bay Road Queensbury, NY cT Drawing Date: Remote Area Number: 2 Contractor: Albany Fire Protection, Inc. Telephone: (518) 274-1405 P.O. Box 429 Avenue 'B' Watervliet, New York 12189 Designer: B. Reepmeyer Calculated By:SprinkCALC CSC Systems & Design Construction: Occupancy: Reviewing Authorities: SYSTEM DESIGN Code:NFPA 13 Hazard:Light System Type:DRY Area of Sprinkler Operation 1950 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 I Make: Model: Area per Sprinkler 196 sq ftl Orifice:1/2" K-Factor: 5. 60 Hose Allowance Inside 0 gpm I Temperature Rating:155 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 20 Flowing Outlets gpm Required: 495.5 psi Required: 63.1 @ Source WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test 2002 Rated Capacity 0 gpm Capacity 0 gal Static Pressure 82.0 psi Rated Pressure 0. 0 psi Elevation 0 Residual Pres 72.0 psi Elevation 0 At a Flow of 1210 gpm Make: Well Elevation - 0" Model: Proof Flow 0 gpm Location: Bay Road & ACC Source of Information: SYSTEM VOLUME 222 Gallons Notes: Baybrook Lot #1 Drawing Date: 10/16/03 11 :54 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 396 52.7 psi 1 4" Grvd Tee 20' 100 4.026 396 1.3 1 Pipe 4" 10x21 6' 100 4.260 396 0.3 1 4" Grvd Dry Valve CHART LOSS 396 0.3 1 4" Flngd 90 Ell 10' 120 4.026 396 0.5 2 4" Flngd Gate Valve 2' 120 4.026 396 0.2 1 4" Flngd Back Flow Valve Ames "2000 CHART LOSS 396 2. 9 1 6" x 4" Flngd 90 Ell 14 ' 120 6.065 396 0.1 Elevation Change 9' 0" 3.9 Hydr Ref R1 Required at Bottom of Riser 396 62.2 psi 1 Pipe 6" DIx18 Cl 52 200' 140 6.590 396 0. 6 1 6" MJ 90 Ell 14 ' 120 6.065 396 0.1 1 6"Gate Valve PIV 3' 120 6.065 396 0.0 1 6" MJ Tee Tie-in 30' 120 6.065 396 0.2 Fixed Flow Outside Hose Streams 100 gpm Hydr Ref R2 Required at Source 496 63.1 psi Water Source 82.0 psi static, 72.0 psi residual @ 1210 gpm 496 gpm 80.1 psi SAFETY PRESSURE 16.9 psi Available Pressure of 80.1 psi Exceeds Required Pressure of 63.1 psi This is a safety margin of 16. 9 psi or 21 % of Supply Maximum Water Velocity is 23.5 fps Baybrook Lot #1 Drawing Date: 10/16/03 11 :54 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Baybrook Lot #1 Drawing Date: 10/16/03 11:54 . REMOTE AREA #2 PAGE 1 ` FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 33 TO W (PRIMARY PATH) HEAD 33 16.2 1" 1 0 8" 6. 1 fps 6.4 6.4 6.4 -86" 0. 11 gpm/sq ft 1.049" 1 0 5'0" 0.124 0.7 0.0 -2.0 86" K= 5. 60 16.2 100 40 0 5' 8" 2" 0.1 6.4 8. 4 17" REF 71 16. 6 1" 0 0 8 ' 0" 12.3 fps 8.1 8 .1 PATH 2 1.049" 0 0 0" 0.457 3.7 1.0 K= 5. 83 32. 9 100 40 0 8'0" 0" 0.0 7.1 REF 70 19. 1 1'g" 1 0 6' 10" 11.2 fps 11.8 11.8 PATH 7 1.380" 1 0 6' 5" 0.280 3.7 0.8 K= 5.77 51. 9 100 40 0 13'3" 6" 0.2 10.9 REF A2 21.8 2" 0 0 6' 1" 6.1 fps 16.0 16.0 PATH 18 2.227" 1 0 7'2" 0.052 0.7 0.2 K= 5. 45 73.7 100 10 0 13'2" 0" 0.0 15.7 REF A3 27 . 9 2'-1" 0 0 2 '3" 6.0 fps 16. 6 16. 6 PATH 3 2. 635" 1 0 8 '7" 0.042 0.5 0.2 K= 6.89 101. 6 100 10 0 10' 10" 0" 0.0 16. 4 REF A4 41.0 2' " 0 0 13'3" 8 .5 fps 17.1 17. 1 PATH 13 2.635" 0 0 0" 0.078 1.0 0.5 K= 10.06 142. 6 100 10 0 13'3" 0" 0.0 16. 6 REF A5 57.7 2' " 1 0 60' 10" 11. 9 fps 18.1 18.1 PATH 5 2. 635" 0 0 4'3" 0.146 9.5 0.9 K= 13.91 200.3 100 10 0 65'2" 0" 0.0 17.2 REF A6 2'1" 0 0 6' 6" 11.9 fps 27. 6 2.635" 1 0 8 ' 7" 0.146 2.2 -200.3 100 10 0 15' 1" 0" 0.0 REF A7 195.2 2' " 1 0 14 '7" 23.5 fps 29.8 29.8 PATH 8 2. 635" 0 0 4 '3" 0.514 9.7 0.0 K= 35.75 395. 5 100 10 0 18 ' 10" 0" 0.0 29. 8 CONTINUED 39.5 psi Baybrook Lot #1 Drawing Date: 10/16/03 11:54 REMOTE AREA #2 PAGE 2 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 33 TO W (PRIMARY PATH) CONTINUED - REF A8 3" 4 0 30' 11" 14 .5 fps 39.5 3.352" 0 0 20' 0 0.159 8 . 1 395.5 100 10 0 50' 11" 11'8" 5.1 REF W 395.5 gpm PATH 1 K= 54.50 52.7 psi PATH 2 FROM HYDRAULIC REFERENCE 39 TO 71 HEAD 39 16. 6 1" 2 0 6'8" 6.2 fps 6.8 6.8 6.8 -86" 0. 11 gpm/sq ft 1.049" 0 0 2'10" 0.130 1.2 0. 0 -2.0 86" K= 5. 60 16. 6 100 40 0 9' 6" 2" 0. 1 6.8 8. 8 17" REF 71 16.6 gpm PATH 2 K= 5.83 8.1 psi PATH 3 FROM HYDRAULIC REFERENCE 24 TO A3 HEAD 24 18 . 6 1" 2 0 15'5" 7.0 fps 9. 4 9.4 9.4 -80" 0. 12 gpm/sq ft 1 .049" 0 0 2 ' 10" 0. 159 2. 9 0.0 -1. 6 80" K= 5. 60 18 . 6 100 40 0 18 '3" 2" 0.1 9.4 11.0 17" REF 76 19.0 1" 0 0 3' 4" 14 . 1_fps 12.3 12.3 PATH 4 1 . 049" 1 0 3'7" 0.584 4 .0 1.3 K= 5.71 37.5 100 40 0 6' 11" 0" 0.0 11 .0 REF B2 -9. 6 2'1" 0 0 2 ' 11" 1.7 fps 16. 4 16.4 PATH 21 2 . 635" 0 0 0" 0.004 0.0 0.0 K= -2.37 27. 9 100 10 0 2 ' 11" 0" 0.0 16. 4 REF A3 27.9 gpm PATH 3 K= 6.89 16.4 psi PATH 4 FROM HYDRAULIC REFERENCE 25 TO 76 HEAD 25 19.0 1" 1 0 1 ' 5" 7. 1 fps 9.9 9.9 9.9 -80" 0.13 gpm/sq ft 1.049" 1 0 5' 0" 0.165 1. 1 0. 0 -1. 6 80" K= 5. 60 19.0 100 40 0 6'5" 2" 0. 1 9. 9 11.5 17" REF 76 19.0 gpm PATH 4 K= 5.71 11.0 psi Baybrook Lot #1 Drawing Date: 10/16/03 11:54 , REMOTE AREA #2 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 5 FROM HYDRAULIC REFERENCE 21 TO A5 HEAD 21 19.0 1" 0 0 4 '2" 7 .1 fps 10.0 10.0 10.0 -78" 0.13 gpm/sq ft 1.049" 1 0 3'7" 0.165 1.3 0.0 -1.5 78" K= 5. 60 19.0 100 40 0 7 ' 9" 0" 0.0 10.0 11.5 17" REF 74 19. 1 1" 0 0 1 '2" 14.3 fps 12. 6 12. 6 PATH 6 1.049" 0 0 0" 0. 600 0.7 1.3 K= 5.38 38.1 100 40 0 1 '2" 0" 0.0 11 .3 REF 73 19. 6 1'1" 0 0 7 '2" 12.5 fps 13.3 13.3 PATH 11 1.380" 1 0 4 '3" 0.340 3. 9 1. 0 K= 5. 60 57.7 100 40 0 11' 6" 0" 0.0 12.3 REF A5 57.7 gpm PATH 5 K= 13.91 17.2 psi PATH 6 FROM HYDRAULIC REFERENCE 20 TO 74 HEAD 20 19.1 1" 2 0 11' 9" 7.2 fps 10.1 - 10.1 10. 1 -80" 0.11 gpm/sq ft 1 .049" 0 0 2 ' 10" 0.167 2.4 0.0 -1 .5 80" K= 5. 60 19.1 100 40 0 14 ' 8" 2" 0.1 10.1 11. 6 17" REF 74 19.1 gpm PATH 6 K= 5.38 12.6 psi PATH 7 FROM HYDRAULIC REFERENCE 34 TO 70 HEAD 34 19.1 1" 1 0 8" 7.2 fps 9.9 9. 9 9. 9 -86" 0.13 gpm/sq ft 1.049" 1 0 5' 0" 0.167 0.9 0. 0 -1.7 86" K= 5. 60 19. 1 100 40 0 5'8" 2" 0.1 9. 9 11. 6 17" REF 70 19.1 gpm PATH 7 K= 5.77 10.9 psi PATH 8 FROM HYDRAULIC REFERENCE 23 TO A7 HEAD 23 19.3 1" 1 0 1 ' 9" 7.2 fps 10.4 10. 4 10. 4 -80" 0.13 gpm/sq ft 1 .049" 1 0 5'0" 0.171 1.2 0. 0 -1. 5 80" K= 5. 60 19.3 100 40 0 6'9" 2" 0.1 10.4 11. 9 17" CONTINUED 11. 6 psi Baybrook Lot #1 Drawing Date: 10/16/03 11:54 REMOTE AREA #2 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 8 FROM HYDRAULIC REFERENCE 23 TO A7 CONTINUED REF 78 19.4 1" 0 0 4 '1" 14.5 fps 13.0 13.0 PATH 9 1.049" 1 0 3 '7" 0. 618 4.7 1.4 K= 5.36 38.7 100 40 0 7 '8" 0" 0.0 11. 6 REF C5 156.5 2'1" 1 0 58 ' 11" 11. 6 fps 18. 6 18. 6 PATH 10 2. 635" 2 0 21'5" 0.139 11.2 0.9 K= 36.25 195.2 100 10 0 80'4" 0" 0.0 17.8 REF A7 195.2 gpm PATH 8 K= 35.75 29.8 psi PATH 9 FROM HYDRAULIC REFERENCE 38 TO 78 HEAD 38 19.4 1" 2 0 11 ' 9" 7.3 fps 10.5 10.5 10.5 -80" 0.13 gpm/sq ft 1.049" 0 0 2 ' 10" 0.172 2.5 0.0 -1.5 80" K= 5. 60 19.4 100 40 0 14'7" 2" 0.1 10.5 12.0 17" REF 78 19.4 gpm PATH 9 K= 5.36 13.0 psi PATH 10 FROM HYDRAULIC REFERENCE 29 TO C5 HEAD 29 19.5 1" 1 0 10" 7.3 fps 10.7 10.7 10.7 -80" 0.13 gpm/sq ft 1.049" 1 0 5'0" 0. 175 1.0 0.0 -1 .5 80" K= 5. 60 19.5 100 40 0 5' 10" 2" 0.1 10.7 12.2 17" REF 75 19. 6 1" 0 0 1 '4" 14.7 fps 13.2 13.2 PATH 12 1.049" 1 0 3'7" 0. 632 3. 1 1.4 K= 5.39 39. 1 100 40 0 4 ' 11" 0" 0.0 11.8 REF B1 9. 6 2Y' 0 0 - 8 '2" 2. 9 fps 16. 4 16.4 PATH 21 2. 635" 0 0 0" 0.011 0.1 0.1 K= 2.37 48. 8 100 10 0 8 '2" 0" 0. 0 16.3 REF Cl 21.3 2'1" 0 0 7' 0" 4.2 fps 16.5 16. 5 PATH 16 2.635" 0 0 0" 0.021 0. 1 0. 1 K= 5.27 70.1 100 10 0 7 ' 0" 0" 0.0 16.4 CONTINUED 16.6 psi Baybrook Lot #1 Drawing Date: 10/16/03 11:54 . REMOTE AREA #2 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 10 FROM HYDRAULIC REFERENCE 29 TO C5 CONTINUED REF C2 42. 1 211" 0 0 2 ' 11" 6.7 fps 16. 6 16. 6 PATH 14 2. 635" 1 0 8 '7" 0.050 0. 6 0.3 K= 10.41 112.1 100 10 0 11 '5" 0" 0.0 16.3 REF C3 21 .8 21" 0 0 3' 4" 8.0 fps 17.2 17.2 PATH 19 2. 635" 0 0 0" 0.069 0.2 0.0 K= 5.26 133. 9 100 10 0 3' 4" 0" 0.0 17.2 REF C4 22. 6 2 " 1 0 8 ' 11" 9.3 fps 17.4 17.4 PATH 20 2. 635" 0 0 4 '3" 0.092 1.2 0. 6 K= 5.51 156.5 100 10 0 13'2" 0" 0.0 16.9 REF C5 156.5 gpm PATH 10 K= 36.25 18.6 psi PATH 11 FROM HYDRAULIC REFERENCE 22 TO 73 HEAD 22 19. 6 1" 1 0 3' 1" 7.3 fps 10.8 10.8 10.8 -80" 0. 12 gpm/sq ft 1.049" 1 0 5' 0" 0.176 1. 4 0.0 -1.5 80" K= 5. 60 19.6 100 40 0 8 ' 1" 2" 0.1 10.8 12.2 17" REF 73 19.6 gpm PATH 11 K= 5.60 12.3 psi PATH 12 FROM HYDRAULIC REFERENCE 28 TO 75 HEAD 28 19. 6 1" 2 0 10 '8" 7.3 fps 10.8 10.8 10.8 -80" 0. 10 gpm/sq ft 1.049" 0 0 2' 10" 0.176 2 . 4 0.0 -1.5 80" K= 5. 60 19. 6 100 40 0 13' 6" 2" 0. 1 10.8 12.2 17" REF 75 19.6 gpm PATH 12 K= 5.39 13.2 psi PATH 13 FROM HYDRAULIC REFERENCE 30 TO A4 HEAD 30 20.2 1" 1 0 9'4" 7. 6 fps 11. 6 11. 6 11. 6 -80" 0.13 gpm/sq ft 1.049" 1 0 5' 0" 0.186 2 .7 0.0 -1.4 80" K= 5. 60 20.2 100 40 0 14 ' 4" 2" 0. 1 11. 6 13.0 17" CONTINUED 14.3 psi Baybrook Lot #1 Drawing Date: 10/16/03 11:54 REMOTE AREA #2 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 13 FROM HYDRAULIC REFERENCE 30 TO A4 CONTINUED REF 72 20.8 1k" 0 0 8 '4" 8.9 fps 14 .3 14 .3 PATH 15 1.380" 1 0 4 '3" 0.181 2.3 0.5 K= 5.60 41.0 100 40 0 12 '7" 0" 0.0 13.8 REF A4 41.0 gpm PATH 13 K= 10.06 16.6 psi PATH 14 FROM HYDRAULIC REFERENCE 26 TO C2 HEAD 26 20. 6 1" 1 0 10 ' 6" 7.7 fps 12.2 12.2 12.2 -80" 0. 11 gpm/sq ft 1.049" 1 0 5' 0" 0.193 3.0 0.0 -1.3 80" K= 5. 60 20. 6 100 40 0 15'5" 2" 0.1 12.2 13.5 17" REF 77 21.5 1;1" 0 0 1' 4" 9.1 fps 15.3 15.3 PATH 17 1.380" 1 0 4 '3" 0.190 1.1 0.5 K= 5.59 42.1 100 40 0 5'8" 0" 0.0 14 .7 REF C2 42.1 gpm PATH 14 K= 10.41 16.3 psi PATH 15 FROM HYDRAULIC REFERENCE 31 TO 72 HEAD 31 20.8 1" 1. 0 1 '4" 7.8 fps 12.5 12.5 12.5 -80" 0. 14 gpm/sq ft 1.049" 1 0 5' 0" 0.196 1.2 0.0 -1 .3 80" K= 5. 60 20.8 100 40 0 6'4" 2" 0.1 12.5 13.8 17" REF 72 20.8 gpm PATH 15 K= 5. 60 13.8 psi PATH 16 FROM HYDRAULIC REFERENCE 36 TO Cl HEAD 36 21.3 1" 2 0 8 ' 6" 8 .0 fps 13.2 13.2 13.2 -80" 0. 14 gpm/sq ft 1.049" 1 0 6' 5" 0.205 3.1 0.0 -1 .2 80" K= 5. 60 21.3 100 40 0 14 ' 11" 2" 0. 1 13.2 14 .5 17" REF C1 21.3 gpm PATH 16 K= 5.27 16.4 psi Baybrook Lot #1 Drawing Date: 10/16/03 11:54 REMOTE AREA #2 PAGE 7 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 17 FROM HYDRAULIC REFERENCE 27 TO77 HEAD 27 21.5 1" 1 0 8" 8 .0 fps 13.5 13.5 13.5 -80" 0. 14 gpm/sq ft 1.049" 1 0 5'0" 0.208 1.2 0.0 -1.2 80" K= 5. 60 21.5 100 40 0 5'8" 2" 0.1 13.5 14 .7 17" REF 77 21.5 gpm PATH 17 K= 5.59 14.7 psi PATH 18 FROM HYDRAULIC REFERENCE 37 TO A2 HEAD 37 21.8 1" 2 0 2 '8" 8.2 fps 13. 9 13.9 13. 9 -80" 0. 15 gpm/sq ft 1 .049" 1 0 6'5" 0.213 1. 9 0.0 -1.2 80" K= 5. 60 21.8 100 40 0 9' 1" 2" 0. 1 13. 9 15. 1 17" REF Al 2" 0 0 2'5" 1.8 fps 15. 9 2.227" 0 0 0" 0.005 0.0 21.8 100 10 0 2'5" 0" 0.0 REF A2 21.8 gpm PATH 18 K= 5.45 16.0 psi PATH 19 FROM HYDRAULIC REFERENCE 35 TO C3 HEAD 35 21.8 _ 1" 2 0 8 '0" 8.2 fps 14.0 14.0 14. 0 -80" 0.15 gpm/sq ft 1.049" 1 0 6'5" 0.214 3. 1 0.0 -1.2 80" K= 5. 60 21.8 100 40 0 14 '5" 2" 0.1 14 .0 15.2 17" REF Dl 2" 0 0 1 '4" 1.8 fps 17. 1 2.227" 1 0 7'2" 0.005 0. 0 21.8 100 10 0 8' 6" 0" 0.0 REF C3 21.8 gpm PATH 19 K= 5.26 17.2 psi - PATH 20 FROM HYDRAULIC REFERENCE 32 TO C4 HEAD 32 22. 6 1" 1 0 1'7" 8.5 fps 15. 3 15.3 15.3 -80" 0. 15 gpm/sq ft 1. 049" 1 0 5'0" 0.229 1.5 0.0 -1. 0 80" K= 5. 60 22. 6 100 40 0 6'7" 2" 0.1 15.3 16.3 17" REF C4 22.6 gpm PATH 20 K= 5.51 16.9 psi Baybrook Lot #1 Drawing Date: 10/16/03 11 :54 REMOTE AREA #2 PAGE 8 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 21 FROM HYDRAULIC REFERENCE B2 TO B1 - REF B2 9. 6 2'1" 0 0 2 '7" 0.6 fps 16.4 16.4 PATH 3 2 . 635" 0 0 0" 0.001 0.0 0.0 K= 2.37 9. 6 100 10 0 2 '7" 0" 0.0 16.4 REF B1 9.6 gpm PATH 21 K= 2.37 16.4 psi • Job Water Required Hose Allowance Drawn By Baybrook Lot#1 Static Pressure: 82.0 psi Pressure: 63.1 psi Inside: 0 gpm SprinkCAD Bay Road Residual Pressure: 72.0 psi Total Flow: 496 gpm Outside: 100 gpm Central Sprinkler Queensbury, NY Flow: 1210 gpm Safety Pressure: 16.9 psi (800)495-5541 140 Remote Area: 2 Date/Loc: 2002 Bay Road &ACC 120 - 100 - 80• Supply P _ • • 60 - - 100 gpm hose 40 - 20 100 150 200 250 300 350 400 450 500 Flow (gpm)