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2003-848
TOWN OF Q QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20030848 Date Issued: Thursday, January 06, 2005 s This is to certify that work requested to be done as shown by Permit Number P20030$48 has been completed, Tax Map Number: 523400-308-006-0001-084-000-0000 Location: 548 LUZERNE Rd Owner: REDEEMER REFORMEED PRESBYTERIAN CHURCH Applicant: REDEEMER REFORMEED PRESBYTERIAN CHURCH This structure may be occupied as a: By Order of Town Board Commercial Addition TOWN OF QUEENSBURY Director of Building&Code E ket TOWN OF QUEENSBURY 7442 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development=Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20030848 Application Number: A20030848 Tax Map No: 523400-308-006-0001-084-000-0000 Permission is hereby granted to: RF,DF.F.MF.R REFORM-RED PRESBYTERIAN CUT T For property located at: 548 LUZERNE 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: REDEEMER REFORMEED PRESB 548 LUZERS�TE Rd Cainmercial Addition � $175,000.00 QUEENSBURY, NY 12804 Totat Value 175,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2003-848 REDEEMER REFORMED PRESBYTERIAN CHURCH 2074 SQ FT ADDITION AS PER PLOT PLAN SPECIFICATIONS f $381.36 PERMIT FEE PAID-THIS PERMIT EXPIRES: Mona , Uctob�rl 2005 (If a longer period is required,an application for an extension must"be made to the code Enforcement of the Town of Queensbury before the expiration date.) Dated at the Town_ f Que �- w Fri , ctober 10, 2003 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Project Name: BP# Address: Fc AUG 2 BuildingPermit Submission Checklist Multiple Dwellin (xi ru-��:zp," Commercial Projects All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBuilding Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submissio . 0 Building Permit Application Completed... ...... ...... ... ...... ... ........... yes ❑no. ❑n/a ( 2 EnergyForm.or C$eckMate Energy Code Compliance Forms Complete— s ❑no ❑n/a (submit 2 copies) Energy Code Inspector's Report from Checkmate Program........ ... ... s Qno ❑n/a {submit 2 copies} '"� 0 Septic application completely filled out(if applicable)... ......... ...... ... ❑yes Ono ❑n la Electrical Inspection Form... ... ... ...... ... ... ... ... ...... ... .............. []yes Ono ❑n/a 0 Two(2)sets of plans showing the following:... ...... ..: E.1yes Elno ❑ 6a. Floor plan(s)... .................. ...... ... ... ... ......... ... ...... ... ... ❑yes ❑no ❑n/a 6b. Foundation plan... ... ......... ...... ... ... ......... ...... ...... ... ... .....❑yes ❑no ❑n/a 6c. Cross section(s)... ............ ... ... ... ... ...... ... ...... ... ...... ... ... ... ❑yes [--]no ❑n/a 6d. Elevations ... ...... ............ ... ......... ......... ................ Des Clno On/a 6e. Design loads including floor,snow load,and wind load...... Dyes Ono ❑n/a 6f. Seismic design(required after Jan. 1,2003)...... ..................... [-]yes [-]no ❑n/a. 6g. Plans signed by registered architect or engineer,signed...... .... Dyes ❑no ❑n/a and sealed by a registered architect or engineer 6h, Window and door schedule... ... ... ... ... ... ...... ... ...... ... ... ... . [-]Yes Ono []n/a" 7 Two(2)site plans showing location of the structure to be built,......... ❑yes Ono ❑n/a location of well or water lines,location of septic system or sewer line with- all setbacks and separation distances shown,and all improvements to the property. 13�- Solid Fuel Bunting or Gas Appliance Form(if applicable)...... ......... . ❑yes ❑no ❑n/a DrivewayPermit... ... ... ... ... ... ......... ................................. .... ❑yes Ono ❑n/a Date: Staff Initial: L:\SueHemingway\Budding.Pemut.FO MS\Generic Cheddist.doc January28,2003 Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)76178256 9 tJ A permit must be obtained before beginning construction. Permit File No. n0�I1i O� ' No inspection will be made until applicant has received a Fee Paid / OIA Q, valid building permit. All applicants' spaces on this Rec.Fee d rPD �:Pr application must be completed and must appear on the Reviewe ` •°' � application form. y12 Chp Applicant:if.4/1 z, 5 A Aym--A Owner: d PA k5. Address: 9 Address: Phone# Q �I .j�"�j r � Phone#. - `j Property Location: Lot Number: / House 2�te (s / ?�N4__ _- Subdivision Name: Tax ap o New Building: residence /Comm ARI "Estimated Market Value of Construction:$! 7-5-06-20 CAddition: residence/ coxnmercui If an Addition,what will use of new addition be? Alteration: residence/ co cial G fa o No change to exterior size: residence/com'1 o Other work(describe ) Check OceupaneyInformation. i' Floor 2'a Floor Other floor Total Below sq.ft. sq.ft.' sq.ft. Square Feet 0 Single fanvly dwelling o' Two family dwelling o Townhouse 0 Multifamily dwelling #of units S * 0 Office o Mercantile 1 o Manufacturings 0 1 car detached garage 0 2 car detached garage 0 3 car detached garage 0 1 car attached garage 0 2 car attached garage 0 3 car attached garage 0 Storage building- { V6t- p. S commercial Qt� ! o Storage building- residentia w Other v - _ What is the proposed height of the structure-zA feet -�inches Will any second-hand or ungraded lumber be used? If so,for what? 6 ' Type of Heating System: electric/ oil I gas wood /forced hot air I baseboard/other: Number of Fireplaces to be installed Number of Woodstoves to be installed& List below the person(s)responsible for supervision of wogk as-regards`..o building codes: - — --- _ Name Address Phone Number Builder Plumber Mason_ Electrician 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 othertlaws 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 thatI/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 As Built Survey by a licensed surveyor,drawn to scale,showing actual location of all n�w cons ction .I Signature: owner,owner's agent,architect,contractor - Application for Per -Septic.Dispasai System Town o ueensbu 742 Ba R�ad ."V.' '4 fQ ry Y Queeisbiir},;NY 12804 (518) 761-8256 1. OW1,1I3R INFORMATION: 3.................................................................................................... ................ Office Use Location of installation: I File Permit No. Tax Map No. rOwner's.Name::•! S / `1 ✓" �i�.�t L��Il Fee Paid .... . .......__ �°.....:.. Ilk I Address: At' P ��.1Y a0�/V D� PHO 2Z7V 2: INSTALLER'S NAME �l t3i1V�'J�`,Z,VlS,o / �-: Y 3. RESIDENCE 1NFORMATT;ON: (circle year of dwelling,indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = See' kh5l-WIIelY A/4`- 1980-1991 x 130 gal/bdrm = 1991 -present x 110 gal/bdrm = Garbage Grinder Installed yes _ / no Spa or Hot Tub Installed yes_ / no 44: PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat sand at what depth at 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: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: JZU7D gallon(min. size 1,000 gal.) N `) ♦ 1 Tile Field: each trench o"7 ft. Total System Length: Seepage Pit(s): number of size of each: ft. by fl. Size of Stone to be used: #7-7 / depth or thickness feet Bed System Size: 7 x ZG Alternative System: length and/or size — - -6:-- -HOLDING TANK SYSTEM__(ifrequired) Number of tanks: / Size of each: gallons /TOTAL; Capacity: -'gallons- - ---_ Note: Alarm System and associated electrical work must be inspected by a Town approved - -electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based 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. 2100, . _ ` ?, gnature a respo56nMble pe so{e pe son Date," Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: lj),W am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: Wd NAME: �e"- doeG' PERMIT#:— LOCATION: DATE: COMMENTS: Y N NA Chimney/"B"Vent Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 in.w/Lever Handles/Panic Hardware, if re uired 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 Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 1/2 doors > 10%> 1000 sq.ft. 1/411our 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 Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible — Handicapped Service Counters, 34 in., Checkout 3611 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. 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-UL�LDijXqable Surface 20'wide z Oka 'To Issue Temp. or P4rmanent,C/a) Okay To Issue C/C Last printed 6/3/2003 9:27 AM:\PamW\Building&Codes\Commercial Final Inspection Report.doc Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection request received: 1,& Queensbury Building&Code Enforcement Arrive: V10 am/pm Depart: am/pm jj 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: .0 op in N PERMIT#: ' NAME: Y,'PC) 03- LOCATION: r-,:) DATE: COMMENTS: Y N NA Chimney/"B"Vent Direct Vent Location, Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete.6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in./Step Risers 7-11/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 Boiler/Furnace Enclosure I hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 V2doors > 10%> 1000 sq.ft. 1/411our 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 Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" 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. 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 201 wide Okay To Issue Temp. or Permanent C/O 1 Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\ParoW\Building&Codes\Commercial Final Inspection Report.doc Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone(518)761-8205 Fax(518) 745-]4437 Fire Marshal's Inspection Report Request SCHEDULE Permit# Received: INSPECTION ON: 00 Name: V� 41m�I AM PM- ANYTI Location: -,-5-Zf7 V) APPROVED N/A. YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL VV. EXIT SIGN-BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER INSPECTION FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM I Yl- FIRE SUPPRESSION-KITCHEN 57 61t�t�, FIRE SUPPRESSION-GAS ISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK THIS DATEJ;K FOR;CO NOT OK SPECTED BY COMDEV/CHPJSJ/WORDILETTERS20011FIREMARSHALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspectign request received: Queensbury Building&Code Enforcement Arrive: am/pn Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: eelmtv \1��1 PERMIT#: � LOCATION: :5�- � � � DATE: COMMENT 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 Jy / o� � ,z 6 a,Q Cr7.� x- Floor Bathroom Watertight/Other Floors Oka 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 Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/Z doors > 10%> 1000 s .ft. 3/4 Hour Corridor Doors&Closers Firewalls i Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . 1 Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required �ti��y f� Urrr� >> y2 y s1G�c Elevator Operation and Si a e/Shaft Sealed 36,'` Ao,- Handica ped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na a '"i//viz ICA Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ram /Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space , � �.�� �f� Final Electrical Site-Plan/Variance required �_ 3�,/fr 4, �,� Final Survey,New Structure/Flood Plain certification,if re . 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/Cry Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Final �u.rv+e ��.s�►ec:ti�rn - Dept_ of Cc�rn�-r,unity Developmer�t T€�wri of Queensbury 742 13 ay Road C u+ nslvur:5r, NY 12.804 Date received: L.00�A`T1C)N; Firxa� fur.vey P�.cat L"lan. A r©ved Denied The attached f nal ,/� survey has bean �.�" receive d by the T>ept_ c►f cp4c:D Cpi�ZrTli.lnity DeVelOpI22e21t_ Upon reviev�r the s�:�.rve has been. Cyraig Br©wn, Zc��i�-,g -,�.dministratc�r Notes. L�LSueHeriiingway\Building_Codes_Inspection_FOR�VES�irlal survey Zon4ng AdminisiraYor_doc MAP REFERENCE: MAP OF A SURVEY OF LANDS OF CHARLES A. TROMBLEY & WIFE DATED: NOVEMBER 25, 1978 BY: NACY & RAYMOND ASSOCIATES DEED REFERENCE: ALBANY BAPTIST CHURCH TO REDEEMER REFORMED PRESBYTERIAN CHURCH DATED: JANUARY 12, 1998 BOOK 1051 PAGE 246 LANDS N/F OF EARL & MINNIE MAILLE 1090/302 W w' N C f^ !^ I c�i o V _� Z LANDS N/F OF ►� WESLEY CARPENTER 971/303 � an. D u s eh Steves Land Surveyors 169 Haviland Road Queensbury, New York 12804 '518) 792-8474 New York Lie. No. 50135 51.92' PROPANE TANK 1 STORY WOOD FRAMED CHURCH v LUZERNE UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY YAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VROLATION OF SECTION 7200. SIB-DMSION 2. OF THE NEW YORK STATE EDUCATION LAW.' 'OILY OMn FROM THE ORIGINAL OF THIS SLIMY NARaD W Th AN ORIGINAL Or TM WD OLRVETOR6 SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES' 'CERI FICATIONS NMATED HEREON 9fNMFY THAT THIS SIlRVEY WAS PREPARED N AODORD/NCE VAIN TIE MOSTIN0 CODE OF PRACTICE FOR LAD S RVE M ADOPTED BY THE NEW YOIRH STATE ASSOCIARON OF PROFESSIONAL LAND SURVEYDIM SAD CERTFICAMONS SHALL RLN ONLY m THE PERSON FOR *= THE SURVEY 0 PREPARED. AID ON HIS BEHALF TO THE TITLE COMPANY. WRIER MENTAL ADD= AND LENDING NM M71ON LWED HEREON, AND TO THE A661GNXG OF THE LQNDNO N6TRUHON.' S72054120"E 350— 0— 0�,� WOODED AREA AREA 122,385 sq.ft. 2.81 acres I � � I I ICRUSHED STONE PARKING I _J 178.65' W g � � �i 3 N I 0 N Map of a Survey made for REDEEMER REFORMED PRESBYTERIAN CHURCH Town of Queensbury, Warren County, New York LANDS N/F OF MICHELLE CLARK 974/176 G.M. 3 O � 0 CV o `t U) Or) M 0) T CID IRS IFF LEGEND: OIPF = IRON PIPE FOUND OIRS = IRON ROD SET/TO BE SET o C.M. = CONCRETE MONUMENT FOUND co-, = UTILITY POLE —x—x—•— = WIRE FENCE = EDGE OF WOODS = SIGN LANDS N/F OF CHARLES & ESTELLA TROMBLEY 609/596 2 12109104 1 5101104 NO. DATE A ko, ��. f0 ADDITIONAL LOCATION BUILDING LOCATION DESCRIPTION Scale 1'=50' S-1 8FEU 1 OF 1 DYK5HOORN C552 DWG. NO. 011G3 ro I I CV -1— Town of Queensbury Fire Marshal's Office 742 136y Road Queensburyi NY 12804 Phone(518) 7_61-8205 Fax(518) 745-4437 Fire Marshal's Inspection soection Report Request 7 SCHEDULE Received: #Permit lved: w5- INSPECTION ON:................. Name: &L'ova 94161MOA D(6t V+Zrl-w PM ANYTIME Location; APPROVED N/A YES NO COMMENTS EXIT ACCESS x EXIT ENCLOSURE 7<1- M 0,( EXIT DISCHARGE x A t MAIN AISLE WIDTH SECONDARY AISLE WIDTH ©NCB molhkw) rR AGE, l EXIT SIGN-NORMAL EXIT SIGN-,BATTERY EMERGENCY LIGHTING FIRE,EXTINGUISHER HUNG FIRE EXTINGUISHER INSPECTIONSi l l /�� �� z FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE,SUPPRESSION-GAS ISLAND am HOOD INSTALLATION INTERIOR FINISHES V STORAGE 40p COMPRESSED GAS CLEARANCE TO SPRINKLE CLEARANCE TO ELECTRICAL X � b ` ELECTRIC WIRING ENCLOSED X, ch t COMBUSTIBLE WASTE t VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN �x I LWAL 6&Mfft*jA5 x GT-0K_OK THIS DATE OK F \R 0 NQ. M:: INSPECTED BY COMr)EVICHRISJNVORDILETTEk$2001/FIREMARSHALINSPECTI\ONdEPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY ,0 Commercial Final Inspection Report , Office No.: (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: gi am/pm Depart: am/pm fr 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: _ NAME: _ PERMIT#: LOCATION: DATE: Q 1 — COMMENTS. Y N NA -Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 103 or Equivalent ✓� t 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" ol Vestibules For Exit doors>3000 s .ft. j� All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 w x 44"Q/Cauopy or E uiv. Gas Valve Shut-off Exposed&Regulater 18" Above Grade Floor Bathroom Watertight/Other Floors Oka 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 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 br.), 1 %z doors >10%>1000 s .ft. 1/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire Dampers/Fire Doors 'Ceiling Fire Stopping,3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if re uired Elevator Operation and Si a e/Shaft Sealed -------.�,_� Handicapped Bathroom Grab Bars/Sinks/Toilets Cj f/ Handicapped Bath/Parkin Lot Si na e / Public Toilet Room Handicapped,Accessibled ~ Handicapped Service Counters,34 in., Checkout 3 " .------'Handicapped Ram /Handrails Continuous/12 in. a e Active Listening System and Si gn g Assembl ace 4a Final Electrical Site Plan/Variance re uired Final Survey,New Structure/Flood Plain rtification,if reg. As-built Septic System Layout Re uired or On File L7, 4 Building Number or Tenant Address on Building or Drivewa Water Fountain or Cooler Building Access All Sides b ' ble Surface 20'wide Okay To Issue Temp. or ermanent C/O c.Aol��`K t '70, Okay To Issue C/C Last printed 6/3/2003 9:27 A m:\Painw\w \C ilding&Codesommercial Final Inspection Repo oe Pr-- Y Commercial Final Inspection Report, Office No.: (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: rf,d am/pin Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: Qvzkwr�w PERMIT#: LOCATION: DATE: COPMAMNTS: 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 V Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in,/Step Risers 711/Treads 11 11 Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware, if required V1 Exits At Grade Or Platform 36 (w)x 44" 1)/Canopy or Equiv. . V"-- 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 I hr. or Fire Extinguishing System Ake61, Fresh Air Supply for Occupancy/Ventilation Combustion' 0 Low Water Shut Off For Boilers le Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil'Fuinace Shut Off at Entrance to Furnace Area % Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 1/2doors >10%> 1000 sq,ft. Y4Hour 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 2-4"z fflll'�14 /J/K 11,CCejj D)-,- Smoke Vents Or Fan,if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets rar Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 3#" -jk# Handicapped Ramp/Handrails Continuous/12 in./13eyond �4 Z, Active Listening System and Signage Assembly,6pace Final Electrical J-Aj Ald Site Plan/Variance required Final Survey,New Structure/Flood Plain 9 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=��j _b1 Surface 201 wide.Eiyeal e Oka y To Issue Temp. or(Ifermanent C/ 1?r1;Ce- Okay To Issue C/C A Last printed 6/3/2003 9:27 AML:\PamW\Build1ng&Co des\Commercial Final Inspection Report.doc Rough Plumbing '/ Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request eived• _ Queensbury Building&Cade Enforcement Arrive: k V,1 G` 1-1 742 Bay Road, Queensbury,NY, 12804 Inspector's Initia s: NAME: R�C� ��►�R R� (� RR� wy �t � ERMIT #: LOCATION: -INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents . { Cast Iron, Copper Drain/Vent/.Comm. . . Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 1 inch min.Drain Size Washing Machine Drain 2 inch min: ' Dead or Air Supply Test Drain and Vents 5 TSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet 1 change e of direction Water Supply Piping Corer Commercial Cooper,CPVC,Pex One and Two-Family: Insulation/Residential Check/Commercial,Check Proper Vent,Attic Vent . Duct/Hot Water Piping Insulation If required unheated spaces V14 Combustion Air Supply for Furnace Duct work sealed properly/No duct tape"' COMMENTS: "\0\ Can . L:ISveHemingway\Building.Codes.lnspection.FORMS\Rough Pluinbing Insulation Report.doc November 17,2003 Rough Plumbing 1 Insulation Inspection Report Office No. (518)761-8256 Date Inspection re nest e iv 6/ Queensbury Building&Code Enforcement Arrive: art: an�/R&/,-` 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: PERMIT #: LOCATION: 04 INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates I % inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent -IV60—d-115—tWater Piping Insulation--� <ZgLed unheate �� Combustion Air Supply for Furnace Duct work sealed prope!!y/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November l7,2003 1 i Rough Plumbing Insulation Inspection Report 2 Office No. (51 8)761-8256 Date Inspection reqE Z �� Queensbury Building&Code Enforcement Arrive: art:742 Bay Road, Queensbury,NY 12804 -Inspector's InitiNAME: 9z<- ," e� !.e&mc Pie S c,, �i�G IT #: 063 — g'L-/f- LOCATION:_ (3 L v e- IZO _ INSPECT ON: 2_ U TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/ Comm. Plumbin Vent/Vents in Place ti Rou Plumbing/Nail Plates >; L � � 1 l inch min. Drain Size Washin a ine DIPLn 2 inch min. Head otan Zent�s JC/ Drain 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction r t�C pt�1 � E Water Supply Piping Cooper Commercial Cooper,CPVC,Peat One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November I7,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request eceived: - Queensbury Building& Code Enforcement Arrive: am/ Depart: ` am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: Cx NAME:_ �—qy&,,& 94LIA, PERMIT #: IU LOCATION: 6'99 Lvz-&a x,- PC> . INSPECT ON: GS TYPE OF STRUCTURE: Q-a-kr_e Y N N/A PVC: R-1,R-2, R 3,R4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction G k,&CK 7Waer Supply Piping ooper Commercial Cooper,CPVC,Pex One and Two-Fandl Insulation/Residential Check/Commercial Check VProper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed proper! /No duct tape COMMENTS: L.\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code.Enforcement Arrive: am/ Depart: 742 Bay Road, Queensbury,NY 12804 Inspector's Initials. NAME: �r� C� � PERMIT #: -3q LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2, R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates I % inch min.. Drain Size Washing Machine Drain 2 inch min. Lead or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes 1 Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial R'ao er,CPVC,Pex One and Two-Famil A .6,wlalioh/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation J If required unheated spaces Combustion Air Supp!y for Furnace Duct work sealed properly/No duct tape F COMMENTS: LASueHemingway\Building.Codes.Inspection.FORWRough Plumbing Insulation Report.doc November l7,2oaa , Framing/ Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/�t lfG-(,.,•ye pepart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: ' Tr ' NAME: = -06fC- &C �l�ve2G PERMIT#: 1 0 LOCATION: .,U INSPECT ON: G? TYPE OF STRUCTURE: Y N N/A COMMENTS Y 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 %a(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 F' e wall 2,3,4 hour Penetration sealed 16 inch insulation in cavity min, Garage Fire Separation House side 11/z inch or 518 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 kt 'ASueiTerningway\Building.Codes.Cnspection.FC}RMSTraming Firestopping Inspection Report.doc January 28,2003 Framing Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received.- 1 Queensbury Building&Code Enforcement Arrive: am/mn Yepar/1 71m/pm 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials: NAME: PERMIT#: LOCATION: 12-641Z 10C— t <C2 INSPECT ON: ?P) 0" TYPE OF STRUCTURE: Y N. A COMMENTS V"Framing Jack Studs/Headers Q U Bracing/Bridging Joist hangers �&\D- POItjlr QF to t5 A 5 Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. `;KL)cxjd 0,A) 510C—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 7 I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2,3 hour Fire wall,2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y2inch 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 LASueHerningway\Bui1ding.Codes.Inspection.FORMSTrarning Firestopping Inspection Report.doe January 28,2003 Framing /Firestoppihg Inspection Report l Office No.(518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive:, am/ m/pm 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials: �Da rt: NAME:- ,�-�=� i''`� :CK U/Z CI PERMIT#: LOCATION: LC 9'G' W'�' _. INSPECT ON: / C TYPE OF STRUCTURE: Y N; N/A COMMENTS naming Tack Studs/Headers P (�� �� [C tam✓, � Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 3 6 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 12(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor.Bolts 6 ft.or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%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 Eade LASueHemingway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Framing Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p /epart./o, I' am/pm 742 Bay Road,Queensbury,NY 1.2804 - Inspector's Initials: k NAME: 44== PERMIT#: LOCATION: (AX WjZ-(--11Vh::::) INSPECT ON: TYPE OF STRUCTUkt: -.5r-aming Y N 'NIA COMMENTS Jack Studs/Headers 7S Bracing/Bridging ��'eU —\R os'5 Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall,2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceihng/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above below grade 5.0 sf grade LASuellerningway\Building.Codes.InspectionTORMSTrarning Firestopping Inspection Report.d oc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: 1/1 Queensbury Building&Code Enforcement Arrive: am/pmDepart: 17',0f) am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: r PERMIT#: 81 LOCATION: U C-- V INSPECT ON:, /j(-7 OY TYPE OF STRUCTURE: Comments Yj N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHeniingway\Building.Codes.Inspection.FORMS\Foundation Inspection ReporLdoc January 28,2003 �Aj Septic Inspection Report Office No. (518)761-8256 Date Inspection req t i i d: 41. /0 ®req s Queensbui y Building&Code Enforcement Arrive: epari �D�a In 742 Bay Rd.,(��nsbury,NY 12804 Inspector's Init' S'_ P — k_el fT-7�'L L'ev .3 6_ <f NAME: B RMIT NO.: 7-qc5721:T� LOCATION: SIECT ON: RECHECK: Comments and/or diagram Soil Type: Sand I Loam Clay Type of Water: Municipal/Well Water Waterline separation distance Well separation distance Other.wells: Absorption Field: Total length ft, Length of each trench Depth of trenches Size of Stone -Seepage Pits: Number Size: Stone Size: Piping Size Type Building to tank i L-kO Tank to Distribution Box I>b L8 k C 7\—e Distribution Box t iejd Pit -Opening Seale /Partial Location/Separations Foundation to tank Foundation to-absoTLion � Separation of Pits Conforms as per Plot Plan Y N Location of System on Property: ron ear Left Side Right Side Middle Front Middle Rear System Use St s: s Use Partial Approved and needs to be re-inspe—cte--6,�pplease please e�Buil�dingg 8&Codes Office Di8approved LASueHerningway\Bui1din S.Codes.Inspection,FORMS\Septic Inspection Report.doc January 28,2003 Framing Firest 'in Inspection Report OPP Office No.(518) 761-8256 Date Ins ection re' ece' Queensbury Building&Code Enforcement Arrive: ' art: 742 Bay Road, Queensbury,NY 1.2804 Inspector s Initi s- e on Tree eM d ci c r s Initj PERMIT NAME: PERMIT#: LOCATION: INSPECT ON: -2 --0 TYPE OF STR :t.' I UjCT RE- Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed property 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft, 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8).16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anc 6r Bolts 6 ft. or less on center e and snow shield 24 inches from wall ��Fire separation 1,2, 3 hour VD Fire wall.2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin&/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Cc,des.Inspection.FORMSNFraming Firestopping Inspection Report.doe January 28,2003 Framing /Firestoppin: g Inspection Report Office No. (518)761-8256 Date Inspection re es cei ed:ate s ection re Queensbury Building-&Code Enforcement Arrive: epart iti.L Isp 742 Bay Road, Queensbury,NY l2804 Inspector's Initi C_ M, NAME: PERMIT#: ZCL2) LOCATION: T Y, INSPECT ON: TYPE OF STRUCTURE: Y N N/A Framing CONMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts 6 ft. or less on center 7Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation` House side V2,inch or 5/8 inch Type X Garage side 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:\SueHerningway\13ui1ding,Codes.InspectionTORMSTrarning Firestopping Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection re st cei Queensbury Building&Code Enforcement 'Arrive: a epart7IE��� 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi Is: NAME: NO.: LOCATION: Cif Zl~.V(,-')F— RX) PECT ON: RECHECK: Comments and/or diagram Soil Type: Sand Loam 1 Clay Type of Water: Municipal/Well Water Waterline separation distance Well separation distance Other wells: Absorption Field: Total length Length of each trench ft. Depth,of trenches ft. Size of Stone Seepage Pits: Number Size: - X Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field I Pit Opening Sealed: Y/NI Partial Location/Separations Foundation to tank Foundation to absorption Separation of Pits Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Stat s: C bv,)t3ss 0 Approved Partial Approved and ne6lds�tob -Inspected� e re please calik BTRng �Cojels Tic'e Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 o hI.AThomas Jarrett, P.E. Professional Engineeri�xg; - Kenneth Martin,.F.E. . ,". . ' -Apri127, 2004 • . . , . .. :' _ • . . � ' John:O:Brien, Building, specfior Town of Queensbury. ;. 742 Bay.Road> _ Queensbury;1�1ew York 12804 Re Redeemer Presbyterian Church WastewatUr,.System v ; your'request;.this office,confirmed the depth of the wastewater laterals'for the Redeemer. Presbyterian Church building located-on-Luzetrie Road'inAhe,,Town of Queensbury Our investigation;.on,Apifl,12, 2004, showed the invert of the laterals to be'S9" below finished ., grade It is our'.:oprnrori thatthe depth ofthe lateral: will not have a negative.effect on'the furictioh of the,wastewater system: ; If youhave any questions or cornments;.zegardzrig tlZe above,'do not'hesitate to•contact us at.(51&) 7.92r`29QT: Y Sincerely,. Jarrett-Martin'Engineers,TLL 1 00 C: f - owas', arrett Prin F.WataFile120P3:Project.Filesl2003 C6tnniercial ProiectsIO3035040504 Sh�irp Wastetivater Letter:doc T2'East Washington St • Glens`FaIIs,;.NY 12801 - 518-792=2907,/, - 8 798 �864 Fax *44 Pdrited on necilded Paper " Septic Inspection Report Office No.(518)761=8256 Date Inspection reque cei Queensbury Building&Code Enforcement Arrive: 'a p epart: 742 Bay Rd„ Queensbury,NY -1,2804 inspector-'s Initials: l NAME: P NO.:0 LOCATION U I SPECT ON: _ o .RECHECK: _ Comments and/or,diagram Soil TypZ.IanL m Clayf T e of er: Lnici a H-Watet Waterline separation distance Well separation distance ft. Other wells: ft. Absorption Field: Total length ft.17 Length of each trench Depth of trenches Size of Stone O � Seepage Pits: Number Size: x Stone Size: Pi in ' Size " Type Building to tank Tank o Distribution Box Distribution Box to Field 1 Pit I ;_ + VC, Opening Sealed: Y/ r is Location t Separations Foundation to tank ft. Foundation to absorption ft. Separation aration of Pits ft: " Conforms as per Plot Plan ,"Y, �j� �� �_��0�� ��-=� �- • Location of System on Property: Front Rear Left Side Right Side c IclrilP l" ;c3rile Rear System Us7Status*'' pprovedrtial Approved and needs to-be re-inspected,please call the Building&Codes Office Disapproved L:1SueHemingway\I3uilding.Codes.Inspection.FORMSISeptic Inspection Report,doc January 28,2003 /L) Foundation Inspection Report In Office No. (518)761-8256 Date spection r est r Queensbury Building&Code Enforcement Arriv am/p Depart: J.- •�a 742 Day Rd., Queensbury,NY 12804 Inspector's Ini NAME: ERM IT#: Z42 LOCATION: L%7 O-V'\[N Q INSPECT ON: TYPE OF STRUCTURA. 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 Danipproofing Foundati on-L Waterproofing e of Danipproo g/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval V/- Plumbing Under Slab PVC/Cast Copper Foundation Insulation Interior Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Suellerningway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (5 18)761-825 6 Date Inspection r est eive Queensbury Building&Code Enforcement Afrive: ' ection r e v Depart: A�am I R 41T#- CT 0 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi -r7 NAME: #: S\'-)UA42,-f��,,JULMQJ RMIT LOCATION: �p 4 V'i (j-Z"-2-:f� SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. \rbGundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 1.2 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Reportdoc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date In§pecti F1 request received: Queensbury Building&Code Enforcement Arrive: c;L-9' am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: t---,-d—PERmrr#: LOCATION: INSPECT ON: 31112 TYPE OF STRUCTURE: qu wuln- Comments N Y i N N/A ootin CI'5 -Fi—er-s— Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Sueffen-dngway\Btiilding.Codes.Inspectioii.FORMS\Foundafion Inspection Report-doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspe Lion requesti-eceived: Queensbury Building&Code Enforcement Arrive- I I amlp Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: 0_3 NAME: tv 6elnee,- PERMIT#: LOCATION: 4 INSPECT ON: - TYPE OF STRUCTURE: Comments ell's Y N 0,N/A Footings 'aa/ i 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 Dampproofffig/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\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: -�Lt 30 am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: (D, NAME: PERMIT#: LOCATION: 4,V INSPECT ON: TYPE OF STRUCTURE: \ �� Comments Y ° N N/A ootin -� Piers ,� , t►o �'1 Monolithic Slab -VZ,// Reinforcement in Place � The contractor is responsible for / providing protection from freezing V 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 Dampproofng/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:\SueHem3ngway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No.(518)761-8256 Date Inspection re st e c/1v 4 Queensbury Building&Code Enforcement Arrive: a] P Depart: in in 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initials ails NAME: QY-e—iS,)7 P'PPECT ON; #: V LOCATION: TYPE OF STRUCTURr-.' (Ar 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. �Hals for this purpose on site. '�.,,F-du'ndation/Wallpour Reinforcement in Place Foundation Dairipproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 1.2 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Suellemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Reportdoc January 28,2003 Redeemer Reformer,Presbyterian Church 548 Luzerne Road Queensbury N.Y. 1.2804 Telephone 798-9794 1anuary-4; 2005 Town of Queensbury 742 Bay Road Buildings and Codes Department ATTENTION Mr. David Hadden, Building Inspector - Dear Dave: Please consider this letter as official notification of Redeemer Reformer Presbyterian Church intention to provide a"proper drainage system around back entrance of the new building and also provide proper drainage between the new and old building. This drainage would take the form of a swale to allow surface water to drain away from the new building and between the new and existing building. It is our intention to complete this work as soon as weather permit in the spring of this year,2005. Should you wish additions clarification or information,please advise. Sincerely arl ardine - _ Per building committee t e it er Envelope Compliance Certificate '.hecked By/Date New York-State Energy Conservation Construction Co COMcheck EZ Software Version 2.4 Release 2a Data filename:C:\Program Files\Check\COMcheck-EZaeed=aChurch-cck r"'ECEW ED Section 1: Project.Information AUG 2 � 2003 .. 7'CWN OF C Project Name: Redeemer Reformed Presbyterian Church BlJil DI t1� hgSBURY 548 Luzerne Road M3 AND COD Queensbury,NY Designer/Contractor: Engineerng America Company 23 Church Street Saratoga Springs,NY 12866 (518_58'7-1340 Document Author: George Yasenchak,PE 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 Religious Worship 2822 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 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. [ ] 8. Vapor retarder installed. 0 l Permit Number Envelope Compliance Certificate checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2c Data filename:C:\Program Files\Check\COMcheck-EZll_eedemerChurch.cck Section 1: Project Information Project Name: Redeemer Reformed'Presbyterian Church 548 Luzeme Road Queensbury,NY Designer/Contractor: Engineerng America Company ' 23 Church Street Saratoga Springs,NY 12866 (518_587-1340 Document Author: George Yasenchak,PE 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 Religious Worship 2912 Pro' ct 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. [ ] I . 1. Alt 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. j ] 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. [ ] 8. Vapor retarder installed. r J - Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Comvonent Name/Description Area R-Value R-Value U-Factor U-Factor Roof 2:All-Wood Joist/Rafter/Truss 3016 30.0 0.0 0.035 0.051 Exterior Wall 1:Wood Frame,Any Spacing 2606 19.0 0.0 0.068 0.074 Window,1:Wood Frame,Double Pane with Low E Clear,SHGC 0.29 246 --- -- 0.350 0.520 Door 1: Solid 22 --- --- 0.160 0.120 Door 2: Solid 43 --- --- 0.550 0.120 Floor 1:All-Wood Joist/Truss 2912 19.0 0.0 0.049 0.042 (a}Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 8%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 COMeheck EZ Version 2.4 Release 2c and to comply with the mandatory requirements in the Requirements Checklist::, When a Registered Design Professional has stamped � a e;they are attesting that to the best of his/her knowledge,belief,and professional judgment,sucl} i rori are incompliance with this Code. - C's Principad E elope Designer-N a Sigh_ i Date v®vT a6 47 1 1 ii f7, --------------- ell Of fC Iza Y. =i j4 i P �: G G�ks cs- lis J Performance Data �1`�'u�"�" �.e'�''�'+" s k.,.,�,b 1�s��� 4� ', '.} +,���..��•'�G�rT`"�,�"`�ix^" :"r" c.`". ra i� i��n'�<�,a';�`��h+�","`�• s y n s',;,Y�"'a7�'`,.��� Y-y�y '?T. w ��73 ' r, Is SEER ?`"rak-•r 31ikia�t'• sa'Y' o-�. ks `� ','�^ < Andersen windows and patio doors meet or exceed the following standards: These,products are cavered by dne or more of the following patents:4,999,950,5 595,409; NWWDA,-I,S.-2,W.D M.A-l.S.-4(NWWDA license No.129),Hallmark certified. 5,775,749;6,055,788;5,544;450;5,566,507;5,582,445;5,097,629;5,740,632;5,199,234; Independent testing laboratories have performed all required tests on selected sizes. D312,565;0397,604,and 1)417,831.Other patents.pending. . Compliance with these standards is confirmed by ongoing testing in Andersen Laboratories. Andersen'400 Series Windows NFRC Certified Total Unit Performance Without Grilles HR Low-EIPStin 4oi; i HP Low-E BHP Su sw;) + Andersen'Products Type 49MURIORIF NRa e Nita _ i4. NRn -M.Res Nita Casement U-Factor' 0.33 - '; 0.35 .0 34 '4Fk4 'N 0.36 "Residential(ites) 241 x 48"size. SHGC2 ( '+� � 0.34 0.25 }" (l'y`. 0.32. : '< ' a 0.24 ' °Non-Residential(NR)-30"x 60"size. VP 6 ,; 0.55• '030 0.50 � MM 0.27 Awning U-Factorl 0.33 -035 0.34 `0 0.36 "Residential(Res)-48'x 24"size. 2 " r °Non-Residential(NR)-40°x 40'sae. SHGC t7. 0 34 - 0.25. 0.32 r 0.24 - V 055 0 30 .0 506 0.27 f' ss•::x.._ Casement/Awning Picture Window U-Factor' `. 0.29 -xF. 0.31 `" 0.31 r 0.33 'Residential(Res) 481 x 481 size. SHGC2 }#r 0.36 0.26 0.33 ,ter^ 0:24. °Non-Residentiat MR)-48'x 72"size. g� Vf' 0.59 _, 3 -0.32 r 0.53r." 0.29 Woodwright Double-Hung, U,-Factor' MO - n - - =mow- - Picture and Transom" SHGC' me! ' , - • • - - - °Residentla!(Res)-36°x 60"size. °Non-Residentiai'(NR)-48°x 72"spa.. VP Tilt-Wash Double-Hung U-Factor' n: ` '0.33 SFr 0.35 �" 0.34 , . 0.36 "Residential(Res)-361 x 60'size. SHGC2 0.33 0.25• :_ 0.31 ? 0.23 °Non-Residentiat(NR)-48'x 72"size. M i '0.53 0.29 Q 0.48 r 0.26 Tilt-Wash Double-Hung Picture U-Factor' 0.32 -e 4.34. .'; 0.34 •0.36 •Residential(Res)-48'x 48"size. SHGC2 - 0.35 - 0.26 ,., 0.'32 ,.,,-1.3': '0.24 ' •Non-Residential(NR)-48°x 72'size. r •- t - VP f .0.57 r}nD 0.31 - 0.51 f#_ 0.28 Tilt-Wash Double°Hung Transom U-Factor" 0.33 0.35 0,34 x � 0.36 "Residential(Res) 48°x 48"size. SHGC2 0.35 0.26 0.32 ? 0.24 °Non-Residential(NR)-48 x 72'size. 4 'VP -; 0.56 "0.30 x 0.50 2 0.27 Gliding Window U-Factor' ° _ i 0.34 - 0.36 0.35 0.37 •Residential(Res)-60•x 86°size. SHGC2 ': 0.32 0.24 - 0.29 �- o. .0.22 °Non-Residen6at.(NR)-72°x 48°size. VP 0:50 �.r 0.27 " 0.45 0.24 Elliptical Window U-Factor" i, 0.30 ; _ 0.32 ;, ti 0.32 0.34 @ Residential(Res)-46°x 461 size. SHGC2 y a 0.36 4s ry' 0:26 „r; 0.33 0.24 Non-Residential(Nit)-48"x 72"size. ,' VP 0.59 0.32 0.53 7 0.29, Circle Top'Casement U-Factor' x`t 0 0.29 tr 0.31 0.31 0.33 "Residential(Res)-48'x481size. SH6C2 0.36 _ 0.26 0.33 0.24 °Non-Residential(NR)-48"x 72'size. t VP� �.t �s 0.59 c �;.�2U�� 0.32 0:53 `�_$,.. .0.29 Circle/Oval U-Factor' - 0.29 �Q3 t, 0.31 f 0.31i 0.33 'Residemiai(Res)=48`x 481 size. SHGC2 0.36 0.26 - 0.33t 0.24 { "Non-Resfdentlal(NR)-48°x 721 size. --- - - VP 0.59 0.32 0.53 0.29 Springline'"Window U-Factor' # ' 0.31 ' _3�x `_ x'rt;. 0:33 �(��� 0.33 {�- 0.35 •Residential(Res)-48'x48"size. -SHGC2 0:35 - .},_; 0.25 0.33 nki.;. 0.24 °Non-Residentiat MR)-481 x 72"size. VT' v 0:59 *2 0.32 E` 0.53 xr 9 0.29 Arch Windows U-Factor49:' 0.31 ` 0.33 w> 0.33 4 0.35 "Residential(Res)-481 x 48'size. T °Non-Residential(Nit)-46•x 72"size. SHGC2 ';. 0.36 0.26 0 0.32 0.23 Via � h_ 0.59 0.32 z 0.53 s :. 0.29 FleTdframe° U Factor' 0.29 0.32 0.31 0 0.33 Residential(Res)-48•x48°size. SHGC2 () 65s 0.36 "('"•f` 0.27 -'.° 0.33z-03 0:25 °Non-Residential(NR)-48"x 72°slze. r v�q Vf' z9 0.592 0.32 ':. 0.53 0.29 tt information not available at the time of pdnting.Contact yourAndersen supplier for more information. Gdlles=Finelight or Full Divided light. 'High-Performance°(HP low-l7 and°High-Performancc Sun'(HP Sun)am Andersen trademarks far"Low-E'glass. ` 1 U-Factor defines the amount of heat loss through the glass in BTU/hr sq.fit?'F.The lower the value,the less heat is lost through the entire product 2 Solar Heat Gain Coefficient(SHGC)defines the fraction of solar radiation admitted through the glass both directly transmitted and absorbed and subsequently released[award.The lower the value,the less'heat is transmitted through the product 3 Visible Transmittance(Vr)measures how much light comes through a product(glass and frame).The higherthe value,from 0 to 1,the more daylight the product lets in over the product's total unit area.Visible Transmittance Is measured over the 380 to 76.0 manometer portion of the solar spectrum. This data is accurate as of August 28,2002.Due to ongoing product changes,updated test results,or new industry standards,this data may change over Mine. 245 g4 ........... �'6 "7,,q V Construction Series 7HERMAOIRU* DOORS Steel Door Systems -T Thenna ra's Construction Series door systems economically provide the quality you want. Attractive,energy-efficient and durable, the Construction Series doors give homeowners and builders value HOW' Steel Construction Series doors are made with a tough 25- auge steel. Unlike wood, steel will not split,crack or warp. It also makes the door energy-effi cient. Spec�rthefollovi Construction Series doors can be ainted any color using a high quality Door design allty acrylic latex or 100% acrylic exterior house paint. All door system components are designed,engineered Swing lef an manufactured to work together in, 02 Therma-Tru's Construction Series door system carries a two year limited warranty. Wall Thickne DL • Frame—Prin in or Oak. A� g M Sill—Oak or R&I Type of Cash Hardware Oj: P.Q. 4.,Z"ON g'T IMM ;4, igWW g V N 1A.,N-W A 01-0 CS-1 Do CS-104 CS-1 08 CS-118 GS-1 28 OS-104-LE ics-11 08 G CS-1 18-LE CS-128.13 CS-104-M CS-108-LE CS-118-M, GS-1 28-LE HOW ........ ..... CS-1 08-LE 6 -1 28-LE 6 Specifythefollot GS CS-108-GOG - Door design a ENT 9 Swing' —Lef 7-1 TEM NO W gj A Ins V� gigw 'ply N Wall Thickniis Frame—P M, R,sm nm 0 q or Oak 0 Type of Sill;':M -type of Casin zf ItM, N ���-����f �, � ��R� �� �` ��;�''`��.�>:, ��� sM ��� a3, "��.x's.,��ray • Hardware Opi or both doors MW CS-151 CS-204 CS-206 CS-210 CS-223 CS-204-LE GS-206-LE GS-223 G CS-204-M GS-206-M GS-223-LE CS-223-LE 6 CS-223-OBO Mr 1100MAMMER�il I W-3, -P p, R,W 1gV.,E, M MR11 IN Specifythatoic. NNI, MIN MEN gr *X k. 'g. In V 100 -6§k Qb6r iA' R RM� R 0 _101"I il 4K Quao M, W. Ll AI Nh - If shdje�-Si .PI,12_� M-M kga4x4gs Swing 'I V 91A(I 51 `7 Wall ii�k Elm GS-224 CS-236 FrameP C CS-255 CS-262 -296 Se I GS-224 G 0 CS-262 G CS-224-LEG CS-262-LE Z Typ6 of Ga CS-262-LE G -4 GS-262-GBG 'Hardware' 306 M, L N, - K UM R V R "M& 'Ni-11- �y ,Nt Ri %A MVniv,. y. MAI K W:, 'HOR 41 RM Vs- A �.., TNERMAQTRU, PERF 3 Thermal Transmittance Doors iHe DOOR RIEM I.- BftteYE W STEEL DOORS STEEL SIDELITES PRODUCT U=VALUER VALUE PRODUCT, 100 0.15 6.67 700,900 U VALUE R-VALUE 0.25 4.00 208,210,212,214,270,290 0.16 6.25 330,350,370,430,450, 4700 736,750,770,930,, 0.26 ' 3.85 [221 8,'219,296,928,936 0.17 5.88 950,9700221,236'237, ,1,292,293,2965 0.18 5.56 ,5,256,259,260,454, 63,263W,273,289E,530, 0.27 3.70 4,654,754.929 0.19. 5.26 550, 630,650,670 S,2375 02,103,600 0.30 3.33 0.20 5.00 316,416,716,916 0.31 3.23 4LE, 105, 115, 153, 154, 100, 138.'308.516;616. 286,253,273,289,289E, 330,353,370,400,430, 8/0 STEEL DOORS 453,,470,530,553,6301, 0.24 4.17 r PRODUCT U.VALUE R VALUE 653,670,700, 730,7,53, 800,810- 0.16 6.25 770,900,930, 953,970 896 0.20 5.00 . 203LE,204LE;205,206LE, ' 8.14 0.37 3 207LE,213,215,216LE, 808,.812,813,818,828, 0.25 4.00 838,848- 0.38 2:63 ' 223LE,225,226,228LE.: ' r427, ,231,262LE 808S,818S,828S.838S. , 103,323,324,326, 848S S . 0.43 2.33. ,350,423,424,426, 8/0 STEEL SIDELITES 450,600, 7'23,724 0.27 3.70 RODUCT UVALUE R,727,750,923,924. 812.813,818,828 -0.39 .2.56 [207, 26.927,950 814 0:38 04, 150, 151, 152.203. TRANSOMS 03E,204,204E,206,206E, PRODUCT 'U--VALUE R--VALUE 207E,216,216W,223, 19600T, 19610T,19700T, 23W,228,228W,250,262, 0.28 3.57 19710T, 19800T, 19810T,. 262W,623,524,526,527, 19900T, 19910T,CC400T, 0:41 2.44 550,623,624, 626,627,650 . CC500T,CC600T,CC900T 1;9060T, 19080T, 19090T, 108LE, 118LE, 128LE �0:32 3.13 19620T, 19630T, 19720T, 1188 0.34 - 2.94 19730T, 19820T. 19830T, 108W 0.36 2.78 19920T, 19930T,CC040T, 0.44. 2.27 108. 118, 128, 13$; 140, CC050T,GC060T,CC090T, 141,316,516, 616,716, 0.37 Z70 - CC420T,CG520T 916,917 ,CC620T, CC920T 104S, 131,•132, 133, 134, 19020T; 1.9050T,`19200T, 135, 137,203S, 204S,2068, 19210T, 19250T,CCO20T, 207S,216S.22.' 22$S, 0.40 2 50 CC070T,CC080T,CC200T, 0.56 1.79 241,242,243,244,262S CC700T,CC800T 140S, 141S 19400T,.19450T, 19950T 0•57 1.75 0.44 2 27 19220T, 19236T, 19420T, 108S. 118S, 130 0.56 1.79 19430T,CC220T,CC720T. 0.58' 1.72 GC820T Note: U-Values for 8/0 Steel'doors and sidelites are estimates only and have not been verified by an NFRC certified independent licensed laboratory. All simulations and verification tests have been performed at an a NFRC certified independent licensed laboratory except as noted. Page 8 . P C p C 3 Issued: Dec 2000 /� Thermal Transmittance pansmittance ■ 'rOd u ct >E yl a n , ' 1 lherma•Tm,isa m9weredtrademarkofThemia.TrnCorp. 0 200.0 Them-a-Tru Corp. Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheckEZ Software Version 2.4 Release 2c Data filename:CAProgram Ffles\Check\COMcheck-EZ\ReedemerChurch.cck Section 1: Project Information Project Name: Redeemer Reformed Presbyterian Church 548 Luzern Road Queensbury,NY Designer/Contractor: Engineerng America Company 23 Church Street Saratoga Springs,NY 12866 (518 587-1340 Document Author: George Yasenchak,PE Section 2: General Information Building Use Description by: Whole Building Type Building Type Floor Area Religious Worship 2912 Preje,,ct Description(check one): V New Construction —Addition Alteration Unconditioned Shell(Vile Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Wafts Actual Watts Complies(Y/N) 6406 5774 YES Exterior Lighting 2. Type(s)of exterior lighting sources: _Fluorescent —Metal Halide _ffigh-Pr.Sodium Exceptions: Specialized signal,directional,and marker lighting;lighting highlighting exterior features of historic buildings;advertising signage;safety or security lighting;low-Voltage landscape lighting. Controls,Switching,and Wiring 3. Master switch at entry to hotel/motel guest room. 4. Individual dwelling units separately metered. 5. Minimum of two switches,dimmer,or occupancy sensor in each space. Exceptions: Only one luminaire in space;' Security lighting,24 hour lighting; The area is a corridor,storage,restroom,retail sales area or lobby. 6. Automatic lighting shutoff control in,spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. 7. Photocell/astronomical time switch on exterior lights. Exceptions. Areas.requiring lighting during daylight hours 8. Tandem wired one-lamp and three-lamp boasted luminaires. Exceptions: Electronic high-frequency ballasted luminaires not on same switch 9. Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2c and to comply with the mandatory requirements in the Requirements,Checklist. 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 P19§19SOPfic,"fications are in compliance with this Code. , "s� AN, 1�c Lai 6Lz i e 4111LSe%,-cAA 14 Frin-cipt L4itimg—Designer-Name Date R Z ;0 *0 A*I - 65 41 0 Lighting Application Worksheet New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2c -Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Building Type M) (watts/ft2) (B x C) Religious Worship 2912 2.2 6406 Total Allowed Watts= 6406 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description f Lamps/ #of Fixture ID Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. (1?x E) I 4'Flourscent 48"T8 32W/Electronic 4 7 32 224 2 Main Ceiling 1 Incandescent 150W 1 26 150 3900 3 Entrance Ceiling/Incandescent I OOW 1 6 100 600 4 Basement/Incandescent 75W 1 8 75 600 5 Exterior/Incandescent 150W 1 3 150 450 Total Actual Watts= 5774 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 6406 Total Actual Watts= 5774 Project Compliance= 632 Lighting PASSES: Design 10%better than code Permit Number Mechanical Compliance Certif Bate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ.Software Version 2.4 Release 2c Data`filename:C-\Program Files\Check\COMcheck-EZlReedemerChurch.eck Section 1: Project Information Project Name: Redeemer Reformed Presbyterian-Church. ' 548 Luzerne Road Queensbury,NY r Designer/Contractor: Engineemg America Company 23 Church Street Saratoga Springs,NY 12866 (518_587-1340• , Document Author: George Yasenchak,PE Section 2i 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 . Proj*5&Description(check one): New Construction —Addition Alteration _Unconditioned'Shell(File Affidavit),, Section 3:Mechanical Systems List anti System Type&Description 1 HVAC System 1: Heating:Central Furnace,Gas,Heating Capacity Unknown/Cooling:Packaged Terminal Unit,Capacity 15000 Btu/h,Air-Cooled Condenser/Single Zone 1 Water Heating 1: Service Water Heater Section 4:'Requirements Checklist Bldg- I Dept., Use Requirements Specific To:AVAC System l L Equipment minimum efficiency: Packaged Terminal'DX Unit: 9.3 EBR. -2.,. Newly purchased cooling equipment meets the:cooling efficiency requirements Requirements Specific To:Water;Heating 1 [ ] I 17 Heat traps mi uilet/outlet fittings 2. 1/2-in.insulation'on 8 ft of inlet(outlet piping if np-integial heat traps j Generic.Requirements: Must be met liy all systems to which the requirement is applicable [ ] I 1. Load'calculations per 1997 ASHRAE Fundamentals j ] I 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 [ ] J 3. Minimum one temperature control device per system ' [ ] ( 4. Minimum one humidity control device per installed humidification/dehumidification system [ ] J 5. Thermostatic controls has 5 deg.F deadband J -Exception:Thermostats requiring manual changeover between heating and cooling [ ] J b. 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 J -Exception:2 kW demand or less,submit calculations [ ] J 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfin [ ] J 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 J 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 J -Exception:Ducts',located within equipment J -Exception.Ducts with interior and exterior temperature difference not exceedin&15 deg.F.. [ ] J 10. Ducts sealed longitudinal seams on rigid ducts;transverse seams on all ducts; J UL 181A or 181B tapes and mastics [ ] J 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ ] J 12. Operation and maintenance manual provided to building owner [ ] J 13. Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State [ ] J 14. Newly purchased service water heating equipment meets the efficiency requirements [ ] 15. Water heater-temperature controls: 110 deg.P for dwelling units or 90 deg.F J for other occupancies [ ] J 16. Stair and elevator shaft vents are equipped with motorized dampers [ } J 17. Exhaust air heat recovery included for systems 5,000 cfin or greater with J more than 70%outside air fraction or specifically exempted J 18. Kitchen hoods>5,000 cfin provided with 50%makeup air that is uncooled'and heated to J no more than 60 deg.F unless specifically exempted [ ] J 19. Buildings with fume hood systems must have variable air volume hood design, J exhaust heat recovery,or seprate makeup air supply meeting the following: J a)75%make up'air quantity,and/or b)within 2°F of room temperature and/or J c)no humidification J 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 2c and to comply with the mandatory requirements in the Requirements Checklist. 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 att �fatoh f his/her knowledge, ,and professional judgment,such plans or specifications4S°ui�comtl and o. this Code. Princilki M chanical Designer-Name Sign&ur w Date op AS� a0Ui1C6 D U� ���4 tl,. Mechanical Requirements Description New York State Energy Conservation Construction Code COMcheck EZ Software Version 2.4 Release 2c Data filename:C:\Program Files\Check\COMcheck-EZuteedemerChurch.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: 9.3 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'Ene.rgy Conservation Code requirements for equipment efficiency. Requirements Specific To:Water Heating 1 L Heat traps are required on:noncirculating water heating systems on both inlet and outlet connections. Heat traps may be purchased or field-fabricated by creating a loop or inverted'U shaped arrangement on the inlet and outlet pipes. 2. Pipe insulation for the specified noncirculating service hot water system is required,for'all piping in the following categories:a)the first 8 ft of outlet piping from any constant-temperature,noncirculating storage systemb)the inlet w piping between the storage tank and a heat trap in a noincirculating storage systemPipe insulation must be;at least 1/2 in.and have a conductivity no>0.28 Btu•in/(h-it2•°F). Generic Requirements: Must be met by all systems to whiciii 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 nil 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 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). -Exccption:•,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 auto_matically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-h6ur 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 system swith 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,ofreducing 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 buildings) 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 requited 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 scaling systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 18 IA or UL 18 1B. 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 commented) complete narrative of how e'ach 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. Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992,which meet or exceed New York State Energy Conservation Code. New service water heating equipment can be assumed to meet these requirements. . 15. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110'F for dwelling units and 90'F for other occupancies.Controls must limit output temperatures of lavatories in public facility restrooms to 110-F. 16. 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. 17. 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 OF. -Commercial kitchen hoods(grease)classified as Type 1 by NFPA 96 -Systems exhausting toxic,flammable,paint,or corrosive fames or dust If an air economizer is also required,heat recovery must be bypassed or controlled to permit air economizer operation. 18. Individual kitchen exhaust hoods larger than 5000 cfin 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: N -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 1pm. 19. Buildings with fume hood systems having a total exhaust rate>15,000 cfin must either have variable air volume hood design,exhaust air heat recovery,or separate make up air supply. Lighting Application Worksheet New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2a Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Building Type M1 watts/ft2 x C Religious Worship 2822 2.2 6208 Total Allowed Watts= 6208 Section 2: Actual Lighting Power Calculation A B C D E. F Fixture Fixture Description/ Lamps/ #of , Fixture. ID LamRDescription/Watta,e Per Lamp/Ballast Fixture Fixtures Watt. ' x E 1 4'Flourscent/48"T8 32W/Electronic 4 7 32 224 2 Main Ceiling/Incandescent 15OW 1 24 150 3600 3 Entrance Ceiling/Incandescent 100W 1 6 100 600 4 Basement/Incandescent 75W 4 8 75 600 5 Exterior/Incandescent 150W 1 3 150 450 Total Actual Watts= 5474 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 6208 Total Actual Watts= 5474 r Project Compliance= 734 Lighting PASSES: Design 12%better than code The area is a corridor,storage,restroom,retail sales area or lobby. 6. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. 7. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours 8. Tandem wired one-lamp and three-lamp ballasted luminaires. Exceptions: Electronic high-frequency ballasted luminaires not on same switch 9. Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2a. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,beliet and professional judgment,such plans or specifications are in compliance with this Code. PIP 4 PrincipWfLig](Ling Designer-Name Signk&60 Oq 054- Uu' Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4.Release 2a Data filename:C:\Program Files\Check\COMcheck-EZ\ReedemerChurch.cck Section l: Project Information Project Name: Redeemer Reformed Presbyterian Church 548 Luzern Road Queensbury,NY Designer/Contractor: Engineerng America Company 23 Church Street Saratoga Springs,NY 12866 (518_581-1340 Document Author: George Yasenchak,PE Section 2: General Information Building Use Description by: Whole Building Type Building Type Floor Area Religious Worship 2822 Project.Description(check one): New Construction A'Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use [ ] Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 6208 5474 YES Exterior Lighting [ ] 2. Type(s)of exterior lighting sources: Fluorescent _Metal Halide High-Pr. Sodium Exceptions: Specialized signal,directional,and marker lighting;lighting highlighting exterior features-of historic buildings;advertising signage;safety or security lighting;low-voltage landscape lighting. Controls,Switching,and Wiring [ ] 3. Master switch at entry to hotel/motel guest room. [ ] 4. Individual dwelling units separately metered. [ ] l 5. Minimum of two switches,dimmer,or occupancy sensor in each space. Exceptions: Only one luminaire in space; Security lighting,24 hour lighting; THERMAOTRU* PERF 3 Thermal Transm/ffance DOORS THE DOOR SYSTEM VOU CAN BELIEVE 7N STEEL DOORS STEEL SIDELITES PRODUCT U VALUE R--VALUE PRODUCT U-VALUE R- ALUE 100 0.15 6.67 70 V 0,900 0.25 4.00 208,210,212,214,270,290 0.16 6.25 330,350,370,430,450, 470,730,750,770,930, 0.26 3.85 218;219,296,928,936 0.17 5.88 950,970 220,221,236,237,257, 150, 15.1, 152,210,250, 291,292,293,296S 0.18 5.56 - 263,263W,273,289E,530, 0.27 3.70 255,256,259,26Q 454, 550,630,650,670 554,654,754, 929 0.19 5.26 102, 103,600, 221 S,237S 0.30 0.20 5.00 316,416,TI6,916 0.31 104LE, 105, 115, 153, 154, .23 100, '138;308,516,616, 0.35�,hfl 155,253,273,289,289E, 810 STEEL DOORS 330,353,370,400,430, 0.24 417 PRODUCT UVALUE R-VALUE 453,.470,530,553,630, 800,810 653,670,700, 730,753, 0.16 6.25 [230-231, 70,900,930,953,970 896 0.20 5.00 . 814 0.37 2.70 03LE,204LE;205,206LE, 808,.812,813,818,828, 07LE,213,215,216LE, 838,848 0.38 2.63 23LE.225.226,228LE, 0.25 ]3.57 808S,818S,8285,838S, 262LE 848S 0.43 2.33 102, 103,323,324,326, 327,350,423,424,426, 8/0 STEEL SIDELITES 427,450,600, 723,724, 0.27 PRODUCT II VALUE c6% UE 726, 727,750,923,924, 812,813,818,828 0.39 2.56 926,927.950 814 0.38 2.63 104. 150, 151, 152,203, TRANSOMS 203E,204,204E,206,206E, PRODUCT UVALUE R-VALUE 207,207E;216,216W,223, 19600T, 19610T,19700T, 223W,228,228W,250,262, 0.28 19710T, 19800T, 19810T,262W,523,524,526,527, 19900T, 19910T,CC400T, 0.41 2.44 550, 623,624,626,627, 650 CC500T,CC600T,CC900T 19060T, 19080T, 19090T, 11,41,316,516,616,716, 08LE, 118LE, 128LE 0.32 3.13 19620T, 19630T, 19720T, 18E 0.34 2.94 19730T, 19820T, 19830T, 08W 0.36 2.78 19920T, 19930T,CC040T, 0:44 2.27 08, 118,128, 138, 140, CC050T,CC060T,CC090T, 0.37 2.70 CC420T,CC520T,CC620T, 916,917 CC920T 104S, 131, 132, 133, 134, 19020T, 19050T, 19200T, 135, 137,2035,204S,206S, 19210T, 19250T,GCO20T, 207S,2165,223S,228S, 0.40 2.50 CC070T,CC080T,CC200T, 0.56 1.79 241,-242,243,244,262S GG700T,CC800T 19400T, 19450T, 19950T 0.57 1.75 1405, 141 S 0.44 2.27 19220T, 19230T, 19420T, 108S, 118S, 130 0.56 1.79 19430T,CC220T,CC720T, 0.58' 1.72 CC820T Note: U-Values for 8/0 Steel doors and sidelites are estimates only and have not been verified by an NFRC certified independent licensed laboratory. All simulations and verification tests have been performed at an NFRC certified independent licensed laboratory except as noted. Page 8 P C R C 3 Issued: Dec 2000 . Thermal Transmittance Product Manua f Thamra.Tru,is a registered trademark cMemra-Tni Corp. 0 2000 Themm-Tra Corp. -, PerNraiance Data •� +' ". "�' it q' ,h' ^.-� -.fit a �. * a Andersen windows and patio doors meet or exceed the following standafft These.products are txwaied,by.one_oi more of the followingpaterrts:4,999,950;5,595,409; _ NMA,-I.S 2,W.D.M.A 4.S.-4(NMDA license No.129),Hallmark certified. 5,775,T49;6,055,78Ci;5,544.450;5.566,507;5,582,445;5,Q97,629;5,740,632;5,199,234; Independent testing laboratories have performed all required tests on selected sizes. D312,565;0397,604,and 0417,831.Other patents,pendip@.," Compliance with these standards is confirmed by ongoing testing in Andersen laboratories Andersen°400 Series Windows NPRC Certified Utid-Unit Performance Without Grilles With Grilles HP Low-E A4 HP•Low-E Andersen°Products Type MR NRB Me 'R �' - NW a NRa Casement U Factor' 0.33 " 0.35 .034 0.36 •Residential(Res)-24'x 48'sae. SHGCz" 0.34 "' - 0.25 ,.0✓r� 0.32 -`0"' •0.24 ' 'Nan-Residential(NR)-30'x 60'size. VP 0.55, M9 6 30, 0.50 Os2 ;. 0.27 " Awning U-Factor' 0 33MEN 0.35 s 0.343' 0.36 Residential(Res)-481 x 24'size. SHGCz ' ' 0.34 0.25. N . 0.32 :... ` 0.24 °Non-Residential(NR)-40'x 40'size. - VP y 0:55" $ 0.30 ;IGMS .0.50 0.27 Casemelrt/Awning picture Window U Factor' 0.29- 0.31 0.31 r(am3 0.33. 'Residential(Res)-481 x 48'size. SHGCz M b" 0.36 0.26 0:33 0�= ;- 0.24 •Non-Residential(NR)-48'x 72'size. . VP i-:_ 0.59 "0.32 0.53 t0.: 0.29 Woodwrighr Double-Hung, U-Factor' - - - Picture and,Transomn SHGCz - - ., - . M •Residential(Res)-36-x 60'size. 'Non-Residential(NR)-48'x 72'size. VP - - - 00 - Tilt-Wash Double-Hun g U-Factor' 0.33. , -0 fi� 0.35. 0.34 1 0.$6 "Residertial'(Res)-36'x 601 sae. SHGCz 0.33 WO ,,,: '0.25 0.31 laffi 0:23 'Non-Residential(NR)-48'x 72'size. a VP 0.53 0.29 0.48 0.: 0.26 Tdt-Wash Double-Hung Picture U Factor' 0.32 PBW0.34 0.34 "0.36 •Residential(Res)-48'x 48'size: SHGCz 0.35 0.26- 0.32 0.24 'Non-Residential(NR)-48'x 72'size. Via .0.57 D' 0.31 0.51 ©- 0.28 •` ;` Tilt-Wash Double-Hung Transom U-Factor' 0.33. A 0:35 0.34 0.36 -'- "Residential(Res)-48'x 48'size. SHGC2 r , 71c 0.35 0.26 f3 0.32 (T 2 0.24 'Non-Residential(NR)-48'x 72'size. VP 0;56 MAN,: 0.30 WON ''0.50 0.27 Gliding Window U Factor' -0.34 0.36 0.35 0.37 'Residential(Res)-60•x 36'size. SHGCz 6.32 0.24 0.29 0?'=• D.22 'Non-Residential.(NR)-72'x 48'size. - v _VP .. 0.50 0.27 T. : 0.45 =. ;=.. 0.24 Elliptical Window U-Factor' 0 0.30 j MM U 0.32 0.32 0.34 •Residential(Res)-48'x 48'sae. SHGCz s - 0.36 0.26 0.33 0.24 °Non-Residential(NR)-48'x 72'size. Vf' '-8 0.59 `tea �0.32 0.53 a.2,'' 0.29. . Circle Top"Casement U-Factor' 1 0.29 I&EM 0.31' M 0.31 '_�-E 0.33 "Residential(Res)-48'x 48'size. SHGCz > 0.36 4.26 05 0.33 0.24 °Non-Residential(NR)-48'x 72'size. VP z59,' 0.59: 0.32 0.53 _ 0.29 Circle/Oval U-Factor'- 0.29 0.31 0.31 - 0.33 "Residential(Res)-48'x 48'size, SHGCz 6.36 T a* 0.26 .0.33 0 2a'; 0.24 'Non-Restdentfal(NR)-48'x 72•size. , ;t VP 0.59 0.53 SpringGne Window U Factor' 0.31 0.33 0.33 G§ 0.35 `Residential(Res)-48,x48'size. SHGCz : - 0.35 0:25 3 0:33 .. 024 •Non-Residential(NR)-48'x 72'size. VP 0.59 2 0.32 S 0.53 0.29 Arch-Windows U-Factor' 0.31 D3�1' 0.33 0.33 ,u 0.35 Residential(Res)-48'x 48'sae. SHGC236 0.36 0.26 n y 0:32 x-fb 0.23 °Non-Residential(NR)-48'x 72'size. VP " 0.59 TM;2'; 0,32 i E 0.53 0.29 FlexHrame° U Factory 0 29 0� ._ 0.32 •, 0.31 4 0.33 Residential(Res)-48'x 48'sae. SHGCz w' 0.36E0. 0.27 •0.33 0.25 'Non-Residential(NR)-48'x 72'size. Vf' Q 0.5932 05ar> 0.53 ©t ' 0.29 tt Information not available at the time of printing.Contact your Andersen supplier for more information. Grilles-Flnelight or Full Divided RghL (r 'High-Performance(HP Low-E)and'High-performance Sun'(HP Sun)are Andersen trademarks for'Low-E'glass. 1 U-Factor defines the amount of heat loss through the glass in BTU/hr sq.fN.°F.The.lower the value,the less heat is lost through the entire product 2 Solar Neat Gain Coefficient(SHGC)defines the fraction of solar radiation admitted through the glass bath directly transmitted and absorbed and subsequently released imvard.The lower the value,the less'heat Is transmitted through the product 3 Visible.Transmittance VM measures how much light comes through a product(glass and frame).The higher the value,from 0 to.1,the more daylight the product lets in over the product's total unit area.Visible Wrism(ttance is measured over the 380 to 760,nanometer portion of the solar spectrum. This data is accnirate as of August 28,2002.Due to ongoing product changes,updated test resufls,or new industry standards,this data may changeover time. 245 ` � � .. __ ' _x - - <l ____________________ � __ __---- _______________________________� � - -� --- � -- � ' ----------------' -^- ' --- - ---'-----��r'- -- --- -^'- ----^-- -'- --^ -------- ^ � -.---_'- � � ' � ---______---___---__-_-_'--'_____-__�_�___--___-____�_'_-___--_-_'_'---� � -__''--____---'--__-__-'-'.-_--_ ----------- � � �� 1 Ila - f 61 ' .. 571 '/w) 1-5 rf:p h7 t 'Ile o2 ` 4. ..3d ._ #� T •• Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value U Factor U-Factor Roof 1:Other 2617 --- --- 0.032 0.051 Roof 2:All-Wood Joist/Rafter/Truss 650 38.0 0.0 0.028 0.051 Exterior Wall 1:Wood Frame,Any Spacing 1863 19.0 0.0 0.068 0.074 Window 1:Wood Frame,Double Pane with Low-E Clear,SHGC 0.29 246 --- --- 0.350 0.520 Door 1:Solid 22. --- --- 0.160 0.120 Door 2:Solid 43 --- --- 0.550 0.120 Floor 1:All-Wood Joist/Truss 2822 30.0 0.0 0.033 0.042 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 17%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 2a. 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. ,1gsa'49$Pff 99Ra�p -21103 Princip&EnvAopeDesigner-Name Signatu C7. ,:`,'1,A. Date w I f .K 4 DRAFT copy (3/21/03) CHECKLIST NYS BUILDING'CODE (BC) Building: NYS FIRE CODE (FC) NYS PLUMBING CODE (PC) . Location: NYS MECHANICAL CODE (MC) NYS FUEL GAS CODE (FGC) Date: 77151z13 NYS ENERGY CODE(ECC) Reviewer: Publication Date: May 2002 COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. . or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.E 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy- = BC-3-02 17 5 Type of Construction BC-Table 601. 81Aq " 6 No. of Sleeping Units/Level BC-202 14 & No. of Units—Total 31 No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls BC-402 33 Hi-Rise (75' Rule), BC-403 36 Atriums BC-404 37 8 Basement Definition BC-502.1 71 (See page 8 of this check list) Legend: NR = Not,Required NS = Not Shown NA—Not Applicable Note: * Non-separated occupancies impose the most restrictive requirements JAM Pagel of 10 No. Topic Code Page Required Actual Section' No. or Allowed 9. Heights & Building Areas Maximum Tabular Area BC-Table 503 ' 72 Maximum Tabular Height BC-Table 503 72 Maximum Stories BC-Table'503 72 Mezzanines BC 73 10. Sprinkler System (water) BC-903 168 . Basement Sprinkler BC-903'.2:10.1 170 Water: Source Sprinkler BC-903.3.5 172 AIIR Water Source Site FC-508.1 31 11. Frontage&Sprinkler Credits Area Modifications (ca/c.) BC-506 74 Height Modifications BC-504 A/de 73 12. Height &Area Summary Ht/Area:, Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506', 74 Sprinkler Credit BC_-'506.3 . 75 � Total Allowable Area Max Aggregate Area BC-503.3 73-, (Allowable Area/Fir. x No.of Stories up to 3 maximum) 13. Fire Apparatus Road- FC-503.1 / 29 (150'rule) 4� 14. Exterior Walls Distance-Separation* BC-Table 602 82 Exterior Wall Openings BC-Table 704.8 87 Ile,Parapets BC�704.11 -88 Exterior Wall Coverings BC-Table 1405.2 257 Exterior Wall Finishes BC-Table 1406.2 261 Combustible * VlstancB s6ppratiOns are doubled if fire fighting water is not available-(FC-508.1'.3 N ES) J JAM Page 2 of 10 ay No. Topic Code Page Required Actual Section No. or Allowed 15. Fire Rated Construction -fiv4dontal Use Areas BC-Table 302.1.1 17 Accessory Occupancy BC-302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Control Areas BC-414.2 52 Fire Walls 'BC-705 89 Fire Barrier BC-706 91 'Shaft Enclosure BC-707 92 Fir6lPartition (Tenant Sep.) BC-708 95 . . Smoke Barriers BC-709 96 ' Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107 Draft Stopping BC-716.3 108 16. Space Min. Rm. Dimensions .�BC-1207.1 251 Min. Ceiling Height ;BC-1207.2 251 17. Ventilation (Nat. or Mech.) BC-120.2.1 240 - 18. Light (Nat. or Mech.), BC'1204.1 250 19. Exits Occupancy Load BC Table 16, 2.2.2 201 One Exit Permitted BC Tablel 00 5.2.2 224 -Stair Enclosure -BC-1'005.3;2 '224 Emergency Egress BC,_1009.1. 235 Distance of Travel BC-Table JQ 04.2.4 220 -Aisle Width BC-1,004.1'1'-I 221 idor Width BC-1004.3-.2.2 221 Capadity of Exits (calc.) BC-Tabl.e-1003.2.3 202 ij ' Corridor Wall Fire Rating BC-Tablp'1064.3.2.1 222 Corridor Dead End BC-1 004.'3.'2.,3 222 Door Width BC71003.3.1% 208 Door Swing BC-1003.31".2 208 Panic Hardware BC=l 003.3,1.9 213 'D 20. Stairs -Riser BC-1 00.3.3;3.3 213 Tread BC-1 003.3'3.3 213 Width BC-1003.3.3.1 213 Headroom BC-1 003.3.3.2 213 Vertical Rise BC-1 003.3.3.6 215 Ha BC-1 003.3.3.11 215 JAM_ Page 3 of 10 No Topic Code Page Required Actual Section No. or Allowed 21. Structural ���` Snow Loading=--Ground BC Fig 1608.2 296 Snow Loading---Roof(calc.) ASCE 7-98 Drifting Snow BC-1608.7 295 Ponding BC-1608.3.5 295 (:—�')Floor Loading- BC Table 1607.1 291 Balcony Loading BC-Table 1607.1 291 Wind Loading (calc.) 'BC-1609 297, Roof Walls Windows -Seismic.Loading (calc.) BC-1614 315 Foundation Depth BC-1805.2 398 22. Interior Finishes BC-Table 803.4 161 CIO 23. Swimming Pools BC-3109 629 y' 1 24. Sun Rooms BC Appendix 1 693 2 Electrical C2 Exit Lights or Signs BC-1003.2.10 203 Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 General Lighting-Exits-Stairs BC-1003.2.11 204 26. HC ACCESS Exempt Buildings BC-1104.4 238 Parking BC-Table 1106.1 239 Route BCA 104.1 238 Entrance BC-1105.1 239 #of Sleeping Rooms BC-Table-11 07.6.1.1 241 welling Units BC-1107..6.2 241 Toilet Facilities BC-1109.2 244 Service Counters BC-1109.12.3 246 1 Areas of Refuge BC-1003.2.13.5 207 . Signage Supplemental HC Req'mts Appendix E 681 27. SPECIAL INSPECTIONS - 704—___[ 379 Notes: , i S � or JAM Page 4 of 10 No. Topic Code Page Required Actual Section No. or Allowed .28. Fire Protection Equlpment Central'Station Monitoring FC-901.9 52 Sprinkler Systems FC-903 55 /(/ Other Exiingushing Syst. FC-904 59 Kitchen Hood Extinguisher FC-609.8 41 Standpipe Systems FC-905 62 Fire Extingushers FC-906 64 re Alarm Systems & SD FC-907.2 66 °` `r ire Alarm Boxes FC-907.4.1 72 91 140 Smoke Detection FC-907.2,10 68 /lS -Rise Fire Safety FC-907.2.12 69 ''j isible Alarms FC-Table 907.'10.1:2 73 _ Smoke Control FC-909 75 Smoke Vents FC-910 82 Fire Pumps FC-913 85 29. Plumbing Code Fixture Count PC-Table 403.1 21 Water'Subply Service Pipe Size PC-603 33 Fixture Pipe Size PC-603.1 33 Pipe Material PC-Table 605.4 36 Labor Law Art. 10-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code Backflow Prevention PC-Table 608.1 41 Sprinkler System PC-608.16.4 44 Lawn Irrigation PC-608.16.5 44 Pipe Freezing F'0-305.6 14 Sanitary Drainage Drain Pipe-Size PC-Table 709.1 54 Drain Pipe Material PC-702 47 Labor Law Art. 10-A UFPBC-904.6 12.340 Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 Notes: JAM Page 5 of 10 No. Topic Code Page Required Actual Section No: or Allowed 30. -Mechanical Code Ventilation Rates MC-Table 403.3 24 - _Propane Below Grace MC-502.8.10.1 31 Dryer Exhaust' MC-504 33 Kitchen Exhaust' - MC=506 34 Kitchen Hoods MC-507 37 Kitchen Make-Up Air MC-508 39 `Chimney Termination MC-Table 611.2 41 Air Plenums MC-602 47 Fire"& Smoke Dampers, MC-607.5.1 52 Combustion Air MC-701 55 . Confined Spaces—Def. MC-202 5 31ei., fuel Gas Code Appliance Location FGC-303 18 Combustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25.• ipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig:503:5.4 63 Gas Vent Termination FGC-Fig. 503.6.6 65 Exit Terminal Location FGC-503.8 68 _ Clothes Dryer Exhaust FGC-613 , 96 Unvented Room Heaters FGC-620 99 32.,:: Energy•Cade - Prescriptive Method ECCC-Table 002.1(1) 50 High Truss Credit ECCC-602.112, 51 Pipe Insulation—Heating ECCC-Table 608.3.3.1 44 Duct Insulation-Heating ECCC-Table 503.3.3.3 45 Pipe.Insulation—Hot Water . ECCC-Table-504.2 47 HWH Heat Trap ECCC-504.7 47- COMcheck Computer Software Compliance Report Required Notes: JAM Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE,REVIEW. 1. Area•Increase Based Upon Frontage And Sprinkler Increase. Frontage'lncrease:' If= 100(F/P-0.25)VN= Answer in% 30 Note: If=75%-when 4 sides accessible&water available Allowable Area: Aa ^table+ (A b,e x If) +. A(&b,e x I =Answer in Square Feet (BC-Pg.74) 100 100 2. Exit Capacity Calculations (Table 1003.2.-3)(BC-Pg. 202) (Occupancy Load for`Exit)x (Egress Width per Occupant)'= (Required Width) 3. Snow Loading Caiculation_s. . (ASCE 7-98)(Eq. 7=1)(pg=69)-& (Eq:'7-2)(pg-70) (ASCE =American Society of:Civil] Engineers) Pf= 0.7CeC,lP9= Flat Roof Snow Load Where: Pf= Flat Roof Snow Load (Calculated Above, Answer in#per SF) Ce = Exposure Factor (BC-Table 1608.3.1)(Pg. 297) C,= Thermal Factor (BC Table 1608.3.2)(Pg. 297) IL_ = 'Importance Factor (BC-Table 1604.5)(Pg. 287) P9 Ground Snow Load (BP-Fig. 1608.2)(Pg.296) PS = C$Pf= Sloped-Roof Snow Load Where: . PS = Sloped-Roof Snow Load, CS-=`Roof Slope Factor (ASCE 7-98)(Pg.70) 4. Wind loading calculations. (Refer to Chapter&of ASCE 7-98) 5. Seismic Calculations. (See page 10 of this list) 6. COMCheck calculations (For verification of compliance with the Energy Code) JAM Page 7 of. 10 8. GRADE PLANE: A reference plane representing,the average of finished ground level adjoining the building at exterior walls.,Wher*e the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line or,where the lot line is more than 6 feet from the building, between.the building and a point 6 feet from the building. 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregbte-floor area of not more than 113rd of^the area of the room or space in which the level or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the fire area;aggregate area). 10. SMOKE BARRIER: A continuous membrane, either vertical'or horizontal;such as a wall, floor, or ceiling assembly, that is designed and constructed to restrict the movement of smoke. (Required to have a 1 hr fire rating). 11. STORY ABOVE GRADE PLANE: Any story having.its finished floor surface entirely above grade plane, except that a basement shall be considered as a story above grade plane where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above the finished ground level for'more than 506/o of the total-building perimeter or 3. More than 12 feet above the finished ground level at any point. JAM Page 9 of 10 4,14-P h4.P tod J1 AAA F1 S, f1 14) v 5� k Engineering America Company 4 BeamChek v2.4 licensed to.George Yasenchak Reg#2001-2608 Redeemer Church Floor Joists Prepared by: gy Date:8/15/03 Selection 2x 12 SPF#2 @ 16 in.oc Lu=0.0 Ft Conditions Repetitive Use, NDS'91 Min Bearing Area R1=1.8 in2 R2=1.8 in2 Data Beam Span 10.33 ft Beam Wt per ft 0# Reaction 1 TL 771 # Reaction 2 TL 771 # Bm Wt Included 0# Maximum V 771 # Max Moment 1992'# Max V(Reduced) 631 # TL Max Defl L/240 TL Actual Deft L/809 Attributes Section in3 Shear in2 TL Defl in Actual 31.64 16.88 0.15 Critical 23.75 13.53 0.52 _ Status OK OK OK Ratio 75% 80% 30% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Base Values 875 70 1.4 425 Base Adjusted 1006 70 1.4 425 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform TL: 149 =A Uniform Load A R1 =771 R2=771 SPAN=10.33 FT Uniform and partial uniform loads are lbs per lineal ft. &hall vG /S IJo f /.J _pe:4,1. 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Enclosed B Walk& Roofs uildings Q 0 y £itI O oo � O '© ,f[,vzay'yj„ P e.� 7•, tbRw Transverse x 9 L -? Longitudinal � s, Notes: c I. Pressures shown are applied to the horizontal and vertical projections;for exposure B,at h 30 At(9.1 m),for 1=1.0. Adjust to other f exposures and heights with adjustment factor X 2. The load patterns shown shall be applied to each comer of the building in turn as the reference corner.(See Figure 6-10) :. 3. For the design of the longitudinal M WFRS use 0=0°,and locate the zoneE/F,G/H boundary at the mid-length of the building. 4. Load cases 1 and 2 must be checked for 25°<8 S 45°. Load-case 2 at 25°is provided only for-interpolation between 25°to 30°. 5. Plus and minus signs signify pressures acting toward and away from the projected surfaces,respectively. 6. For roof sto w� p pes other than those shown,linear interpolation is ermined '. 7. The total horizontal load shall not be less than that determined b assuming y g ps=0 in zones B&D. ' ; t r 8., . The zone pressures represent the following: Horizontal pressure zones—Sum of the windward and leeward net(sum of internal and external)pressures on vertical projection of 3t� A- End•zone of wall C- Interior zone of wall w z,. B- End zone of roof .D- Interior zone of roof Vertical pressure zones—Net(sum ofintemal and external)pressures on horizontal projection-o f. E- End zone of windward roof G- Interior zone of windward roof F- End zone of leeward roof H- Interior zone of leeward roof }n 9. Where zone E or G falls on a roof overhang on the windward side of the building,g,use Eorr and Gon for the pressure on the horizontal . } projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. 10. Notation: a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of]east horizontal dimension ze` : or 3$ 0.9 m. h: Mean roof height:in feet(meters),except that eave height shall be used for roof angles<10°. "k; :``: a Angle ofplane ofroof from horizontal,in degrees. ,�Iylin! Design Leads for Buildings and Other Structures 41 ,: , �t TABLE 14' f ". CLASSIFICATION OF BUILDINGS AND OTHER STRUCTURES FOR FLOOD,WIND,SNOW,EARTHQUME,AND ICE LOADS s�' Nature of Occupancy Category ' { Buildings and other structures that represent a low hazard to human life in the event of failure including, I ' but not limited to: Agricultural facilities Certain temporary facilities s> Minor storage facilities All buildings and other structures except those listed in:Categories I,1]I,and.TV Buildings and other structures that represent a substantial hazard to human life in the event of failure including,but not limited to: Buildings and other structures where more than 300 people congregate in one area Buildings and other structures with day care facilities with capacity greater than 150 Buildings and other structures with elementary school or secondary school facilities with capacity greater than 250 Buildings and other structures with a capacity greater than 500 for colleges or adult education facilities : Health care facilities.with a capacity of 50 or more resident patients but not having-surgery or emergency treatment facilities . Jails and detention facilities Power generating stations and other public utility-facilities not included in Category IV `s, Buildings and other structures not included in Category TV(including,but not limited to,facilities that manufacture,process,handle,store,use,,or dispose of such substances as hazardous fuels,hazardous .chemicals,hazardous waste,or explosives).containing sufficient quantities of hazardous materials to be dangerous to the public if released. Buildings and other structures containing hazardous materials shall be eligible for classification as Category ' H structures if it can be demonstrated to the satisfaction of the authority having jurisdiction by a hazard assessment as described in Section 1.54 that a release of the hazardous materialdoes not pose a threat to . the public.. Buildings.and other structures designated as essential facilities including,but not limited to: IV a Hospitals and other health care facilities having surgery or emergency treatment facilities Fire,rescue, ambulance,and police stations and emergency vehicle garages ` Designated earthquake,hurricane, or other emergency shelters = Designated emergency,preparedness,communication,and operation centers and other facilities required :1 for emergency response . . Power generating stations and other public utility facilities required in an emergency Ancillary.structures(including,but not limited to,communication towers,fuel storage.tanks, cooling towers,electrical substation structures,fire water storage tanks or other structures housing or .; supporting water,or other fire-suppression material or equipment)required for operation of Category IV'structures during an emergency" Aviation control towers,air traffic control centers,and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions 'y Buildings and other structures(including,but not limited to,facilities that manufacture,process,handle, store,use, or_dispose of such substances as hazardous fuels,hazardous chemicals,hazardous waste,or explosives)containing extremely hazardous materials where the quantity of the material exceeds a threshold quantity established by the authority having jurisdiction. Buildings and other structures containing extremely hazardous materials shall be eligible for classification as-Category II structures if it can be demonstrated to the satisfaction of the authority having jurisdiction by a hazard assessment as described in Section 1.5.2 that a release of the extremely hazardous material does not pose a threat to the public.This reduced classification shall not be permitted if the buildings or other j structures also function as essential facilities. v s i 4 ASCE 7-02 I _ .,:'. +--.m:r.. ,s.. n a •t r rm 'n"+;xn,1e"w..n3"3 NnSA'S'h" -C J-rJl^ v:• , ' •' ,.... art ."„.l;l 3.a.."c.� °i°'b d�N y a ,z�� • ---»----^�—:• --,a; .>::-4:^ �'C x,.aria" O ' 90(40) 100(45) 110(49) a 120(54) Special Wind Region Notes: 1,Values are nominal design 3-second gust wind speeds in miles per hour(mis)at 33 It(10 m) f above ground for Exposure C category, ° 2.Linear interpolation between wind contours is . permitted, ° 3,Islands and coastal areas outside the last contour shall use the last wind speed contour of the coastal area, ° 4,Mountainous terrain,gorges,ocean ' promontories,and special wind regions shall be examined for unusual wind conditions, 9 m ' FIGURE 61c . u cps +iN € n ira ono ri�Rrv�r mroHul� ic�, r:coASTUNs S�i• . ,,.��Y r:�..,,�„nb,.a�:t. +,�,.',��:�+��3�,c' ',�...u*�:�iN'�takxxh::+�.�a,�•�i �wi�^P..r:.;�ra"�`'�sh?.�s �a:��?u��a'r� '."�:vt�s�kva��",'��°4±�1r`Nxuer�%�.�"����s"�,".`t,%x���, z IV) QtICJ��y�'r�'�/r.�` lam' ,�-.�--.......---'-•,� r bIV ce CPO �z -. 41 t�. 5e dl 1 j� Imo" A-L/ _ o/ 4 P 2 ri` c--7 ` ''rl?� f- is e . the 4� v 1 � SIB E . -`-���'/�'f�. I�P_,j�, F1 ti"fr" L-G�✓Y j�r tpr,,/T cs 12 Deng � � . � ) 6 -5 7) (3 42 �2 ) -44 1e� 77 4, /Cy - 7 °. Engineering America Company JOB TITLE Redeemer Church 23 Church Street Saratoga Springs,NY 12866 JOB NO. 03-3022 SHEET NO. 1 Phone 518-587-1340 CALCULATED BY DATE Fax 518-580-9783 CHECKED BY DATE STRUCTURAL CALCULATIONS ' FOR Redeemer Church Queensbury,NY 0 m= � 06474 r� s a7, FEB 0 www.StruWarexom _ r . Engineering America Company JOB TITLE Redeemer Church 23 Church Street Saratoga'Springs,NY 12866 JOB No. 03-3022 SHEET NO. 2 Phone 518-587-1340 CALCULATED BY DATE Fax 518-580-9783 CHECKED BY DATE Code Search I. Code: International Building Code 2000 II. Occupancy: Occupancy Group= A Assembly III. Type of Construction: Fire Rating: Roof= 0.0 hr `'Floor= 0.0 hr IV. Live Loads: Roof angle (0) 12.00/12 45.0 deg Roof 0 to 200 sf 12 psf 200 to 600 sf. 12 psf over 600 sf. 12 psf Floor 100 psf Stairs&Exitways 100 psf Balcony NIA Mechanical N/A Partitions 20 psf V. Wind Loads: ASCE 7- 98 Importance Factor 1.00 Wind speed 90 mph Directionality (Kd) 0.85 Mean Roof Ht.(h) 30.0 ft Parapet ht•above grd . U ft Exposure B Enclosure Classif. Enclosed Building Internal pressure +/-0.18. Building length(L) 50.0 ft Least width (B) 40.0 ft Kh case 1 0.701 Speed-up. Kh case 2 0.701 V(Z) xjujawinda . - x�danwirtiri To Factor—(KM HY2 Topography Flat " 'H Hill Height (H) 0.0 ft H<60ft;exp B Lh HJ2 Half Hill Length(Lh) 0.0 ft Kzt=1.0 , Actual WLh — 0.00 ESCARPMENT Use HtL.h — 0.00 Modified Lh = 0.0 ft V(Z) ` From top of crest:x-- 0.0 ft Z46 Bldg up/down wind? downwind Speed-up V(Z) x(upwind) -- HILh=0.00 Ki= . 0.000 x(downwind) x/Lh=0.00 ; Kx= 0.000 ( N H z/Lh=0.00 K3= 1.000 - qL At Mean Roof Ht: Kzt=(I+K1KZK3)A2= 1.00 21)RIOGE or 3D A}CISYMMETRIOAL HILL www.StruWare.com i # TABLE 1-1 ?x CLASSIFICATION OF BUILDINGS AND OTHER STRUCTURES FOR FLOOD,WIND,SNOW,EARTHQUAKE,AND ICE LOADS { Nature of Occupancy Category Buildings and other structures that represent a low hazard•to human life in the event of failure including, 1 but not limited to: Agricultural facilities Certain temporary facilities + 4. Minor storage facilities All buildings and other structures except those listed in Categories 1,III, and IV II Buildings and other structures that represent a substantial hazard to human life in the event of failure III t including,but not limited to Buildings and other structures where more than 300 people congregate in one area Buildings and other structures with day care facilities with capacity greater than 150 Buildings and other structures with elementary school or secondary school facilities with capacity greater than 250 Buildings and other structures with a capacity greater than 500 for colleges or adult education facilities Health care facilities with a capacity of 50 or more resident patients but not having surgery or emergency treatment facilities Jails and detention facilities Power generating stations and other public utility`facilities not included in Category 1V `=3 �r Buildings and other structures not included in Category IV(including,but not limited to,facilities that a manufacture,,process,handle,store,use,or dispose of such substances as hazardous fuels,hazardous `= chemicals,hazardous waste,or explosives).containing sufficient quantities of hazardous materials to be dangerous to the public if released. =f Buildings and other structures containing hazardous materials shall be eligible for classification as Category x II structures if it can be demonstrated to the satisfaction of the authority having jurisdiction by a hazard assessment as described in Section 1.5.2 that a release of the hazardous material does not pose a threat to the public. Buildings andother structures designated as essential facilities including,but not limited to: IV Hospitals and other health care facilities having surgery or emergency treatment facilities ' Fire,rescue,ambulance, and police stations and emergency vehicle garages Designated earthquake,hurricane,or other emergency shelters a, Designated emergency;preparedness,communication,and operation centers and other facilities required for emergency response Power generating stations and other public utility facilities required in an emergency x Ancillary,structures (including,but not limited to,communication towers,fuel storage,tanks,cooling towers,electrical substation structures,fire water storage tanks or other structures housing or supporting water, or other fire-suppression material or equipment)required for operation of Category IV structures during an emergency Aviation control towers,air traffic control centers,and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions a Buildings and other structures(including,but not limited to,facilities that manufacture,process,handle, store,use,or dispose of such substances as hazardous fuels,hazardous chemicals,hazardous waste,or explosives)containing extremely hazardous materials where the quantity of the material exceeds a threshold quantity established by the authority having jurisdiction. Buildings and other structures containing extremely hazardous materials shall be eligible for classification as Category II structures if it can be demonstrated to the satisfaction of the authority having jurisdiction by a hazard assessment as described in Section 1.5.2 that a release of the extremely hazardous material does not pose a threat to the public.This reduced classification shall not be permitted if the buildings or other structures also function as essential facilities. 4 ASCE 7-02 r t A t ,vim-e. ... .,.....�...,.,...,,..a. '�:......x,.,'uaT ° w f- -ri•r--' ,1". x,'+µF'"''eT a f t' :u, r r 0 90(40) 100(45) 120(54) Special Wind Region Notes; 1,Values are nominal design 3-se0nd gust wind speeds in miles per hour(mis)at 33 ft(10 m) above ground for Exposure C category. ' 4 2,Linear interpolation between wind contours is permitted, 3.Islands and coastal areas outside the last a contour shall use the last wind speed contour of the coastal area, ° 4,Mountainous terrain,gorges,ocean promontories,and special wind regions shall be examined for unusual wind conditions. m , FIGURE 6 o D,.,Mi040",Nod'tIERNk'ClANT►G!HflApicaNErnacrl.iaa . : : Engineering America Company JOB TITLE Redeemer Church 23 Chur&Street Saratoga Springs,NY 12866 JOB No. 03-3022 SHEET NO. 3 Phone 518-587-1340 CALCULATED BY DATE Fax 518-580-9783 CHECKED BY DATE V. Wind Loads -cont.: Gust Effect Factor Flexible structure if natural frequency<1 Hz. However,rule of thumb is if h/B<4 then rigid structure. h/B=0.75 Therefore,probably rigid structure G= 0.85 Use rigid structure formula Riald Structure Flexible or Dynamically Sensitive Structure /s= 0.33 Building Natural Frequency (ni)= 0.0 Hz 1= 320 ft Damping ratio(0)= 0 zinin= 30 ft /b= OA5 c= 0.30 /a.= 0.25 9Q,gv= 3.4 Vz= 58.0 Calculated/z= 30.0 ft . Ni= 0.00 Use this/z: 30.0 ft Rn= 0.000 LZ= 310.0 ft Rh= 28.282 T1= 0.000 Q= 0.90 RB= 28.282 T1= 0.000 IZ= 0.30 RL= 28.282 T1= 0.000 G= 0.86 use G=0.85 ga = 0.000 R = 0.000 G = 0.000 Enclosure Classification Test for Enclosed Building: A building that does not qualify as open or partially enclosed. Test for Open Building: All walls are at least 80%open. Ao z 0.8Ag Test for Partially Enclosed Building: input Test Ao 0.0 sf Ao > 1.lAoi YES Ag 0.0 sf Ao>4'/0.O lAg NO Aoi O.O sf Aoi/Agi 5 0.20 NO Building is NOT Partially Enclosed. Agi 0.0 sf Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao>=1.lAoi Ao> smaller of 4'or 0.01 Ag Aoi/Agi<= 0.20 Where: Ao=the total area of openings in a wall that receives positive external pressure. Ag=the gross area of that wall in which Ao is identified. Aoi=the sum of the areas of openings in the building envelope(walls and roof)not including Ao. Agi=the sum of the gross surface areas of the building envelope(walls and roof)not including Ag. Reduction Factor for large volume partially enclosed buildings(Ri): If the partially enclosed building contains a single room that is impartitioned,the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall&roof openings (Aog): 0 sf Unpartitioned internal volume (Vi): 0 cf Ri= 1.00 Engineering America Company JOB TITLE Redeemer Church 23 Church Street Saratoga Springs,NY 12866 JOB NO. 03-3022 SHEET NO. 4 Phone 518-587-1340 CALCULATED BY DATE Fax 518-580-9783 CHECKED BY DATE V. Wind Loads-MWFRS h{60'(Low-rise Buildinas)Enclosed/partially enclosed oniy zoxEa:3��s�rar 0,5 a=a.5h 4 3 See code for Case B g 3E a a isxiegdive a 4E diagram, .+ E '4 a� E 1 � E 1 urhiDDI&ElC ii08 PE&PENDICIILARmir lEw�mD�EC I FARfti-T-F*-IO ID LIME RMGE _ CASE A-perpendicular CASE A-parallel Yz=Yh= 0.70 (case 1) Edge Strip (a) 4.0 ft Base pressure(qh)= 12.3 psf End Zone (2a) 8.0 ft GCpi= +/-0.18 Zone 2 length = 20.0 ft } CASE A CASE B PeMendiculn 0=45.0 deg Parallel 0=Odeg All Directions Surface GCpf w/+GCpi w/-GCpi GCpf, 'w/-+-GCpi w/-GCpi GCpf w/+Gcpi w/-Gcpi 1 0.56 0.74 0.38 OAO 0.58 0.2Z, -0.45 -0.27 -0.63 2 0.21 0.39 0.03 -0.69 -0.51 -0.87 -0.69 -0.51 -0.87 3 -0.43 -0.25 -0.61 -0.37 -0.19 -0.55 -0.37 -0.19 -0.55 4 -0.37 -0.19 -0.55 -0.29 -0.11 -0.47 -0.45 -0.27 -0.63 5 0.40 0.58 0.22 6 -0.29 -0.11 IE 0.69 0.87 0.51 0.61 0.79 0.43 -0.48 ' -0.30 -0.66 2E 0.27 0.45 0.09 -1.07 -0.89 -1.25 -1.07 -0.89 -1.25 3E -0.53- -0.35 -0.71 -0.53 -0.35 -0.71 -0.53 -0.35 -0.71 4E -0.48 -0.30 -0.66 -0.43 -0.25 -0.61 -0.48 -0.30 -0.66 5E 0.61 0.79 0.43 6E -0.43 -0.25 -0.61 Wind Surface pressures(psf)- use 10 psf minimum for zones 1 plus 4 and 5 plus 6 1 9.1 4.7 7.2 2.7 -3.3 -7.8 2 4.8 0.4 -6.3 -10.7 -6.3 -10.7 3 -3.1 -7.5 -2.3 -6.8 -2.3 -6.8 4 2.3 -6.8 -1.4 -5.8 -3.3 -7.8 5 7.2 2.7 6 1 -1.4 -5.8 IE 10.7 6.3 9.8 5.3 -3.7 -8.1 2E 5.6 1.1 -11.0 -15.4 -11.0 -15.4 3E 4.3 -8.8 4.3 -8.8 4.3 -8.8 4E -3.7 -8.1 -3.1 -7.5 -3.7 -8.1 5E 9.8 5.3 6E -3.1 -7.5 WMI)WARD YSCi f� WINDWARD ROOF M[WFRS.Si nyle Diaphragm Pressures(psf) 1 1 t } ! O�f LEEWARII ROOF Transverse direction(normal to L) VERTICAL Interior Zone: Wall 11.5 psf Roof 79 psf 8 x End Zone: Wall 14.4 psf o Roof 9.9 psf s Longitudinal direction(parallel to L) TRANSVERSE ELEVATION Interior Zane: Wall 10.0 psf VANDWARDROOF End Zone: Wall 12.8 psf i IGI I� T FFWARDROOF Windward roof overhangs: 8.4 psf (upward)add to windward yFRTICAL roof pressure M.rZONE2......�.� Parapet Windward parapet: 0.0 psf (GCpn=+1.8) Leeward parapet: 0.0 psf (GCpn=-1.1) LONGTTUD32TAL ELEVATION elP r/r I %1 Z, "" � -67 �. / roe77 (� _ -90 �` ,f (19 2 l41 Alf- 71 t _ � 01s) � 3 9-Z u l L /.+�' Y Engineering America Company Joe TITLE Redeemer Church 23 Church Street Saratoga Springs,NY 12866 JOB NO. 03 3022 SHEET NO. 5 Phone 518-587-1340 CALCULATED BY DATE Fax 518-580-9783 CHECKED BY DATE V1. Earthquake Loads: Seismic Use Group I Importance Factor(Ie) 1.00 Site Class E . S Ss(0.2 sec)= 18.70%g Zip Code Search for Ss&SI: SI(1.0 sec)= 5.90%g httn://egint.cr.usgs.goviecAtmVzipcode.shtml Fa= 2.500 Sms= OA68 Sds= 0.312 Design Category= B Fv= 3.500 SmI= 0.207 Shc= 0.138 Design Category= C Seismic Design Category= C Building System: Building Frame Systems Seismic resisting system: Light frame walls with shear panels-wood structural panels/sheet steel panels System Building Height Limit: Height not limited Building Height(hn)=30.0 ff Response Modification Factor(R)= 6.5 System Over-Strength Factor(l20)= 2.5 may be reduced by 1/2 if flexible diaphragm Deflection Amplification Factor(Cd)= 4.5 Code Reference Section for Detailing: 2306A.1/2211 Equivalent Lateral-Force Procedure -see code for limitations of use Building period coe£ (CT)= 0.020 Approx fundamental period(Ta)= Crh„X= 0.256 x=0.75 Seismic response coe£(Cs)= SdsIe/R= 0.048 need not exceed Cs= Shcle/RTa= U83 but not less than Cs= 0.044Sds1e= 0.014 USE Cs= 0.049 Design Base Shear V= 0.048W Simplified Procedure-se -see code for limitations of use Design Base Shear V 1.2SdsW/R= 0.058W ,ZU S-64Z The input zip-code is 1280.4. ZIP CODE 1280$_ . LOCATION 43.3255 La:t. :- --73.6796 'Long. DISTANCE TO NEAREST GRID POINT 3:2808 kms NEAREST GRID POINT 43.3 Lat. -73.7 Long: Probabilistic ground motion values, in ag, at the Nearest Grid, point are: 10oPE in 50 yr. 5oPE in 50 yr- -2oPE in 50 yr PGA 5.176282 8.774051. 16.376780 0.2 sec SA 12.019.770 18.701521 33.675381 0.3' zec SA 9.772255 15.43997.0 26.346040 1.0_sec SA 3-.709113 5.905818 9.986787 - - - - - - - - - - - - - - - - - - - - - - - The input zip-code.is . Zip code is zero and we golto the end and stop. PROJECT INFO;Horne Pa&e SEISMIC HAZARD:Hazard by Zip Code t hup:Hegint.cr.usgs.gov/eq/cgi-bin/zipcode.cgi 8/26/2003 Zip �91tXSriA-to t O57X9`XSv c ol 51 VFW (a. � s :� �� ) = 57s2 # Z 1 /max , ✓ x ' x ? 7 AIX Flo d 7,5 121f 13 Od a ' ;2Md t 1 V --�-4t -�..., � 171 - .. s I121,yXrsllYrt C 1� try st V7,4 sA f,,. sr 71 D 6 020a �7d '� �27�c? Y w "t °? TABLE 2306.0 ALLOWABLE SHEAR(POUNDS PER FOOT)FOR WOOD STRUCTURAL PANEL SHEAR WALLS WIT} FRAMING OF DOUGLAS FIR-LARCH,OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb,h,{, M w MINIMUM NOMINAL MINIMUM FASTENER PANELS APPLIED DIRECTTO FRAMING PANEL APPLIED OVER /2'OR 'GYPSUM SHEATHING PANEL pANELTH{CKNESS PENETRATION IN NAIL(common or Fastener spacing at panel edges NAIL(common or Fastener spacing at panel edges GRADE (inch) FRAMING(inches) galvanlzed box} (inches) galvanized box) (Inches) or staple sizo8' 6 4 1 3 2e or staple size' 6 4 3 28 5 1 /4 6d 200 300 390 510 8d 200 300 390 510 /16 I 111216 Gage 165 245 325 415 216 Gage 125 185 245 315 3/ 1 is 8d 230 360 460d 610 lOd 280 430 550 730 a 1 1 /216 Gage 155 235 315 400 216 Gage 155 235 310 400 Structural I 11/8 8d 255, 3951 50 6706 10d 280 430 550 730 Sheathing 116 1 1 1216 Gage 170 260 345 440 116 Gage 155 235 310 400 13/8 8d 280 . 430 550t 730 10d 280 430 550 730 100 340 510 665 870 ts/32 1 i /216 Gage 185 280 375 475 216 Gaga 155 235 300 400 1 /2 10d 340 510 6651 970 10d s 1 c 11/4 6d 180 270 350 450 8d 180 270 350 450 itb /q 1 111216 Gage 145 220 295. 375 2 lb Gage 110 10 220 285 11/4 6d 200 300 390 510 8d 200 300 390 510 3l8 118 8d 220 320 410 5301 10d 260 380 490f 640 1 1 /216 Gage 140 210 280 360 216 Gage 140 210 280 360 Sheathing, 1 is 8d 240 350 450 585 10d 260 380 ___4_qTF 640 Plywood /t6 1 111216 Gage 155 230 310 395 216 Gage 140 210 280 360 excmegt 13/8 8d 260 386 490 640 10d 260 380 490 ,b40' ps is/32 11/2 10d 310. 46 Group 0 600 770 - P Species i 1 /216 Gage 170 255 335 430 216 Gage 140 210 280 360 �9 1 12 10d 340 510 665 870 /32 1 13/416 Gage 185 280 375 475 Nail Size(galvanized casing) INail Size(galvanized casing) 116` 7 6d 140 210 275 360 8d 140 210 275 360 318 13/8, 8d 160 240 310E 410 10d 160, ?All 3I0 410 For SI:1 inch 25A mm,1 pound per foot=14S939 N/m. to a.For framing of other species:(1)Find specific gravity for species.of lumber in APPA National Design Specification.(2)For staples find shear value from table above for Structural I panels(regardless of actual grade)and multiply c value by 0.82 for species with specific gravity of 0.42 or greater,or 0,65 for all other species,(3)For nails find shear value from table above for nail size for actual grade and multiply value by the following adjustment factor:Spe- cific Gravity Adjustment Factor=[1-(03-SG)],where SG=Specific Gravity of to framing lumber,This adjustment factor shall not be greater than 1, b.Panel edges backed with 2-inch nominal or wider framing.Install panels either horizontally or vertically.Space nails maximum 6 inches o.c.along intermediate framing members for%inch and?116-inch panels installed on studs spaced 24 inches o.c.For other conditions and panel thickness,space nails maximum 12 inches oz.on intermediate supports. C. Is-inch or siding 16 inches ox,is minimum recommended where applied direct to framing as exterior siding. 0 d,Shears are permitted to be increased to values shown for I5/32-inch sheathing with same nailing provided(a)studs are spaced a maximum of 16 inches o.c.,or 0)if panels are applied with long dimension across studs. m e,Framing at adjoining panel edges shall be 3 inches nominal or wider,and nails shall be staggered where nails are spaced 2 inches o.c, f.Framing at adjoining panel edges shall be 3 inches nominal or wider,and nails shall be staggered where both of the following conditions are met:(1)10d nails having penetration into framing of more khan 11/2 inches and(2)nails 0 are spaced 3 inches ox, g.Values apply to all-veneer plywood,Thickness at point of nailing on panel edges governs shear values. m h,Where panels are applied on both faces of a wall and nail spacing is less than fiches o,c,on either aide,panel joints shall be offset to fall on different framing members.Or framing shall be 3 inch nominal or thicker and nails on each side sball be staggered. i,In Seismic Design Category D,Fs or F,where shear design values exceed 490 pit(EKED)or 350 plf(ASD)all framing members receiving edge nailing from•abutting panels shall not be less than a single 3-inch nominal member, Plywood joint and sill plate nailing shall be staggered in all cases.See Section 2305.3.10 for sill plate side and anchorage requirements; 7t j.Galvanized nails shall be hot-dipped or tumbled. 0 k.Staples shall have a minimum crown width of 7116 inch, t a o V m a �, Engineering America Company JOB TITLE Redeemer Church 23 Church Street Saratoga Springs,NY 12866 JOB NO. 03-3022 SHEET NO. 6 Phone 518-587-1340 CALCULATED BY DATE Fax 518-580-9783 CHECKED BY DATE o2 4 Vll. Snow Loads-Flat Gable&Hip Roofs Only: Roof slope = 45.0 deg r Horiz.eave to ridge dist(W)= 20.0 ft Roof length parallel to ridge(L)= 50.0 ft Type of Roof Hip or gable Ground Snow Load Pg = 85.0 psf Importance Category = I Importance Factor I = 1.0 Thermal Factor Ct = 1.00 Exposure Factor Cc = 1.0 Exposure Factor, Cc Pf'-0.7*Ce*Ct*I*Pg = 59.5 psf Exposure of roof Pf min = 0.0 psf Terrain Fully Partially Sheltered A n/a 1.1 1.3 Flat Roof Snow Load Pf= 59.5 psf B 0.9 1.0 1.2 Rain on Snow Surcharge - 0.0 psf C 0.9 1.0 1.1 Unobstructed Slippery D 0.8 0.9 1.0 Surface(per Section 7.4) = no Above treeline 0.7 0.8 n/a Sloped-roof Factor Cs = 0.63 [Alaska-no trees 1 0.7 0.8 n/a Design Roof Snow load = 37.2 psf ("balanced"snow load) NOTE:Alternate spans of continuous beams and other areas shall be loaded with half the design roof snow load so as to produce the greatest possible effect-see code. Unbalanced Snow Loads-for Iiin&Gable roofs only 70/W+0.5= 4.0 deg Unbalanced snow loads must be applied Windward snow load= 0.0 psf Leeward snow load= 55.8 psf =l.SPs/Ce Leeward Snow Drifts-from adjacent higher roof Upper roof length in = 50.0 ft Projection height h = 10.0 ft LU Building separation s = 0.0 ft Surcharge toad Adjacent structure factor 1.00 l No to Drifting Snow density y = 25.1 pcf Balanced snow height hb = 1.48 ft h he hd pd he = 8.52 ft he/hb =5.7 Therefore, design for drift Balanced Snow Load h Drift height hd = 3.45 ft Drift width w = 13.78 ft W Surcharge load: pd=y*hd= 86.3 psf Windward Snow Drifts-Against walls,parapets,etc more than 15`long Building roof length lu = 50.0 ft Projection height h = 10.0 ft Snow density y = 25.1 pcf Balanced snow height Job = 1.48 ft he = 8.52 ft hc/hb = 5.7 Therefore, design for drift Drift height hd = 2.58 ft Drift width w = 10.34 ft Surcharge load: pd=y*hd= 64.7 psf Sd hole, /3�- Y Engineering America Company Jos TITLE Redeemer Church 23 Church Street ; Saratoga Springs,NY 12866 Jos No. 03-3022 SHEET No, 7 Phone 518-587-1340 CALCULATED BY DATE Fax 518-580-9783 CHECKED BY DATE Roof Design Loads Items Description Multiple j.pisf(max) psf(min) Roofing Asphalt Shingles w/roll roofing 3.0 2.0 Deck 1/2"plywood/OSB 1.8 1.5 Framing Wood 2x @24" 1.5 1.5 Insulation Rigid insulation,per 1" x 6.01' 9.0 4.5 Ceiling 112"gypsum board x 1 ply(s) 2.2 2.0 Sprinklers, None 0.0 0.0 Mech&Elec Mech.&Elec. 2.0 0.0 Misc., Imse. 1 0.5 0.0 Actual Dead Load 0 20.0 0 11.5 Use this DL instead 0 20.0 Q 9.0 Live Load 12.0 0.0 Wind(zone 2-100sf) 12.1 -14.6 ASD Loading Dead+Live Load 32.0 - Dead+0.75(Wind+Live)Load 38.1 - 0.6*Dead+Wind Load - -9.2 LRFD Loading 1.21)+1.6 Lr +O:SW 52.9 - 1.2D+1.6W+0.5Lr 49.4 - 0.9D+1.6W - -15.2 Roof Live Load Reduction Roof an a 12.00/12 45.0 deg 0 to 200 sf: 12.0 psf 200 to 600-sf: 12.0 psf over 600 sf: 12.0 psf 300.0 sf 12.0 psf 400.0 sf 12.0 psf 500.0 sf 12.0 psf User Input: 450.0 sf 12.0 psf f Engineering America Colmpany JOB TITLE Redeemer Church } 23 Church Street, .. > Saratoga Springs,NY,128& ' JOB NO.' 03-3022 SHEET NO, 8' Phone 518-587-1340 CALCULATED BY DATE Fax 518-5869783 CHECKED BY., DATE 62 0 T Floor Design Loads Items Description Multiple psf(max) psf(min) Flooring Carpet&pad 1.0 1.0 Topping None x 4.25" 0.0 0.0 - DeckfSub-floor 3/4"glyiuood/OS13 " 2.7 2.3 Framing Wood 2x @24 1.5 1.5 Other None x 0.75 0.0 0.0 Ceiling. None x 1 piy(s)_. 0.0 0.0 Sprinklers None- 0.0 ' 0.0, , ' Mech&.Elec _' Mech.&Elec. 2.0 0.0 Partitions Partitions 20.0 0.0 Mise. Misc. 0.5 0.0 Actual Dead Load 10, 27.7. 4.8 - Use this DL instead 100.0 0 50.0 Live Load 100.0 Total Load 127.1 4.8 ,F, &gR-I:"LOAD REDUCTION Not allowed for assembly occupancy or LLB 100psfor passenger car garages, except may reduce columns 20%if 2 or more floors&non-assembly IBC&ASCE 7 IBC alternate iprocedum Smallest of L=Lo(0.25+15/-,kL,Av) R=.08%(SF-150) Unreduced design live.load: Lo= 0 psf Can't reduce Assembly Occupancy R=,23.1(l+D/L)= 29.5% R=40%beams,60%columns Floor member KLL= 2 Tributary Area AT= 110 sf ` R= 0.00/0 . Reduced live load: L= 0.0 psf Reduced.live load: L= 0.0 psf Columns(2 or more floors) KLL= 4 Tributary Area AT= 0 sf R= 0.0% .Reduced live load: L= 0.0 psf Reduced-live load;, L=` 0.0 psf 6-/7 Engineering America Company BeamChek v2.4 licensed to:George Yasenchak Reg#2001-2608 Redeemer Church Floor Joists Prepared by: gy Date: 8/26103 Selection 2x 12 SPF#2 @ 16 in.oc Lu=O.OFi. Conditions Repetitive Use, NDS'91 Min Bearing Area R1=2.1 in2 R2=2.1 in 2 Data Beam Span 10.33 ft Beam Wt per-ft 0# Reaction"! TL 881 # Reaction 2 TL 881 Bm Wt Included 0# Maximum V 881 # Max Moment 2276 # Max V(Reduced) , 721 # TL Max Defl L/240 TL Actual DO L 1708 Attributes Section(in 3) Shear(in2) TL DO in Actual 31.64 16.88 0.18 Critical 27.15 15.46 0.52 Status OK OK OK Ratio 86% 92% 34% Fb(psi) Fv(psi) Efpsi x mil) Fc-L(psi) Values, base Values 875 70 1.4 4:25 Base Adjusted 1006 70 1.4 425 Adiustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress 1.00 CM Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform TL 171 =A Uniform Load A R1 =881 R2=881 SPAN=10.33 FT Uniform and partial uniform loads are lbs per lineal ft. 13/ZeNl cook X54orv/vS' zF 4-� zzo�/, , �k k J }k �GJ'f 7/i� r�I G7cIGc-- C�i�f3Le %! � t ' i C4 6 ral (11 U�P 71i'fr✓ 34t1 i$ E; J // 101, /j it if Lfi/71,1 k� tt z' i kif Ei {i �t k� (k f A- 0QZ,,-�etJ A�ZA SEISMIC REVIEW SUMMARY ', PROJECT: LOCATION: ' ZIP CODE: eew Gt (/ ITEM_ Value BCNYS BCNYS Code-Section Page.No. Site Class Table 1615.1.1- 317 . (default to site class D) Section 1615.1.1 31.6 Ss (short period) Figure 1615(1) 318 S,-(1 second period) , /D figure 1615(2) , . 319 F,(site coefficient-short) ar Table 1615.1.2(1) 320 F.(site:coefficient-1 sec.) 3, Table 1615.1.2(2) 320- S,S (short period adjusted) , y Equation 16-.16 317. Sm, (1 sec. period adjusted) 0. �2 7 Equation 16-17 317 SDs (short period)) D.# 31 Equation 16-18 320 SD, �l sec, period) t 13 Equation 16-19 320. Seismic Use Group L Table 1604.5 287 .Seismic Design Category Table 1:616.3(1.) 324 (short period) Seismic-Design Category Table 1616:3(2) 324 . (1 sec. period) SEISMIC.DESIGN CATEGORY This-category determines the: (most severe of above two) design analysis and whether MEP systems must be braced. Analysis Procedure Used he Section 16.16.E 326 Building Components Subject To Section'1621 345, Seismic Design Requirements: .. Architectural Section.1621.1.1.& 345 Mechanical Section 1621.1.6_ 347 Plumbing - - - fEs' ! ditto 347 Electrical ditto 347 2D* . 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