Loading...
2008-628 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20080628 Date Issued: Thursday, November 04, 2010 This is to certify that work requested to be done as shown by Permit Number P20080628 has been completed. Location: 6 FAIRFIELD Dr Tax Map Number. 523400-296-011-0001-053-000-0000 Owner. BAND PAR PROPERTIES, LLC Applicant: LEGACY LAND HOLDINGS, L.L.C. This structure may be occupied as a: Commercial /Industrial By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the 4 property owner of the responsibility for compliance with Site Plan, �hvp /A Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20080628 Application Number: A20080628 Tax Map No: 523400-296-011-0001-053-000-0000 Permission is hereby granted to: LEGACY LAND HOLDINGS,L.L.C. For property located at: 6 FAIRFIELD Dr 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. Tyke of Construction Value Owner Address: BAND PAR PROPERTIES,LLC Commercial/Industrial $400,000.00 6 ASHLEY PI Total Value $400,000.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/address Electrical Inspection Agency Plans&Specifications 2008-628 3206 SQ FT BUSINESS OFFICE-DR. DAVID PARSON'S DENTISTRY $480.90 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,March 09,2010 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury; Monday,March 09,2009 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080628 Application Number. A20080628 Tax Map No: 523400-296-015-0001-028-000-0000 Permission is hereby granted to: LEGACY LANDHOLDINGS, L.L.C. For property located at: BAY Rd in the Town of Queensbury,to constrict 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: LEGACY LAND HOLDINGS, L.L 50 COUNTRY CLUB Rd Commercial/Industrial $400,000.00 QUEENSBURY,NY 12804-0000 Total Value $400,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2008-628 3206 SQ FT BUSINESS OFFICE - DR. DAVID PARSON'S DENTISTRY $480.90 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,March 09, 2010 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the T wn of eke J25march 09, 2009 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement ss.►._►►.__.r.►rrr._►►rr_..►►...r.r...r......r_r.r____...___.►...r..►___% .................. OFFICE USE ONLY 0 i i TAX MAP NO. PERMIT NO.,/ 0 �i PERMIT FEE + o APPROVALS: ZONING TOWN CLERK_ ; _ �_._..___....___.._.__. APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMITI A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: s�� 1 ► <tJrS INSTALLER: J/f4I,1'r?, }�c�,Mi'L5 17 � ADDRESS: ()14-�' 0t>- CDCJtWLL',9141" ADDRESS: 5`.-3 'IZS�—)f �R PHONE NOS. PHONE NOS. LOCATION OF INSTALLATION: � � ...............................................................................................................................................................I RESIDENCE INFORMATION. { ( NO.OF i X COMPUTATION= i = } TOTAL DAILY FLOW ( BEDROOMS ........... .1 GARBAGE GRINDER { YEAR BUILT INSTAL 1980 or older i X ; 150 gallon per bedroom LED? ......................._.........................:....................................................t...,......................................... ..,,,.,...........,...... -. ................................................................ 198i 199i X ; i30 gallon per bedroom = SPA OR HOT TUB .......................................... ..............................................:....................................................................................<...........i.............,..,............,..........I.............................. INSTALLED 1992 resent f X i 110 gallon per bedroom i = present j................................-.............i.,...................................................................,.... ...,.,..............................,......................................................., ? PARCEL INFORMATION: — C7 "�y�� __1-NTH �1,s�of�� si4. ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) 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: GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: # . /DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. ..:.. :..::....: 1.........................:........:...:..:...................... . .................:..:.....:....................................:..........:....:..................... ....:.....:.. :. 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'. 1 have d the regulation with respect to this application and QUESTIONS? CALL 761-8266 OR EMAIL agre to abid by these d all requirements of the Town of ccdes�pueens urv.net QLe zur / X�, � Disposal Ordinance. VISIT OUR WEBSITE FOR MORE INFORMATION www.aueensburv.net ature of Person Responsible Date Town of Queensbury - Community Development Office • 742 Bay Road, Queensbury, NY 12804 �.,._.._..__- ----------------------------- --............_........... ' - OFFICE USE ONLY TAX MAP NO. PERMIT NO. i ��-'G- 11 % ; FEES: PERMIT RECREATION ENGINEERING ; appl-------------- ._...(If .....able)I„_._..:, PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID �PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: V�1-Fr !'ice/y�yS . �. OWNER: ADDRESS: �� GyuN���;' C1.�.JQ ¢`� t ( r3; ADDRESS: 37 1 bwf 2D. PHONE NOS. ��`� `7) i"5j PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE. 1�.`3N YACE�ITTF-- PHONE: LOCATION OF PROPERTY: �F b ay C'44 HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? BYES ❑ NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z ( a I.- APPLY TO YOUR z w 1 p Q d Uj U- PROJECT w p �: I O rr O = _ W J U- U- w Q 0- U LL w 0 z Cs Fz- F- p ►_ W LL, z z Q Q cn N cn O a F- u_ a = 06 SINGLE FAMILY I TWO-FAMILY MULTI-FAMILY (NO. of UNITS ) i TOWNHOUSE BUSINESS OFFICE VZ9(` RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER i IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS:---DR- 'IY ESTIMATED CONSTRUCTION COST: L-100 Oy FUEL TYPE: 6A5 HEAT TYPE: .tJ5 /)1"ft-"HOW MANY FIREPLACE(S): /", AND/OR WOODSTOVES(S): /y,I ZONING CATEGORY: R ARE THERE WETLANDS ON THIS SITE? �O• IS THIS A HISTORIC SITE? Na PROPOSED USE OF BUILDING OR ADDITION: tS) G ' *Please complete a separate Application for"Fuel Burning Appliances&Chimneys" available in our office Town of Queensbury • Contmunihj Development Office • 742 Bay Road, Queensbury, NY 12804 B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the o described herein in accordance with said zoning Laws of the Town of Queensbury. Application: ; , , ' ; ' , , , , '' 0 ; , , ' ' o o o BUIL 8r CODES AP OVAL ZONING APPROVAL ' ' , DATE DATE -------------------------------------------------- QUESTIONS? CALL 761-8256 OR EMAIL codesCa-aueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION rv. Operating Permit Issued: Yes No www.aueensbu net Occupancy Type: Construction Classification: ( Assembly Occupancy Limit: Special Conditions: Tozvn of Queensbury ■ Conimrznity Development Office - 742 Bay Road, Queensbury, NY 12804 Contnturtity Development Office. own of Queensburi/ • 742 Bay Road • Queensbury, New Fork -12804 WINDOW SCHEDULE ----------------- JOB SITE/ADDRESS: PVV<- DATE:_ %11710<<, OWNER: 7�AV-rt> t Aa-(-o.,1— APPLICATION NO.: WINDOW- UNIT OR CLEAR CLEAR WINDOW STOCK ROUGH ROUGH SQ.FT. OPENING NO.OR WINDOW SQ.FT. WIDTH OPENING SPECIAL HARDWARE OR MANUFACTURER NUMBER OPENING OPENING EGRESS/CLEAR HEIGHT LETTER NAME MODEL/TYPE CALL WIDTH HEIGHT VENT OPENING INCHES S IN INSTRUCTIONS ON PLAN SIZE INCHES B 26-1,TR 1 1-05 ••• �U�•� yam•-T i rn r MU1'1-J LJbt►'H I"I_UKH 1 H (518)-477-2369 T0:7454437 P.2 Plan Review Checklist Non-Residential Occupancies January 2008 -NYS BUILDING CODE f BC-- BUf1ding ,4� FC ( ) Location: _G19S NYS FIRE CODE �i NYS PLUMBING CODE(PC) Address: NYC MECHANICAL CODE(MC) NYS FUEL GAS CODE(FGC) Date: NYS ENERGY CODE(ECC) Reviewer: THIS CHECKLIST CONSISTS OF EIGHT(8)PAGES LEGEND: NR: Not Required NS a Not Shown NA=Not Applicable No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1612 287 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 13 5 Type of Construction BC-Table 601 77 6 No. of Sleeping UnitslLevel BC-202 13 No. of Units—Total BC-3 1.0 30 No. of Occupants BC-Table 1004.1.2 189 7 Covered Malls BC402 33 Hi-Rise(75' Rule) BC403 35 Atriums BC-404 37 8 Basement Definition BC-502.1 67 9 Heights &Building Areas Maximum Tabular Area BC-Table 503 68 Maximum Tabular Height BC-Table 503 68 Maximum Stories BC-Table 503 68 Mezzanines BC-505 69 Note: * Non-separated occupancies impose the most restrictive requirements. Page 1 of 8 4 CZ4 �S /t� t �,lt ��Y 7� C- C"4•� S^GL'rc HrK- -�eea 10:48A FROM:JOSEPH MCGRATH C5181-477-2369 TO:7454437 P.3 PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed 10 Sprinkler System BC-903 160 Basement Sprinkler 13C-903.2.10.1 161 Water Source Sprinkler BC-903.3.5 163 Water Source Site BC-508.1 33 11 Frontage& Sprinkler Credit Area Modifcations(talc.) BC-506 70 Height Modifications BC-504 69 12 Height&Area Summary Tabular Area BC-Table 503 68 Frontage Credit BC-506.2 70 Sprinkler Credit BC-506.3 70 `3 y� Minimum Building Area BC-506.3 70 Total Allowable Area 13 Fire Apparatus Road FC-503.l 31 (150' Rule) (J 14 Exterior Walls Distance Separation * BC-Table 602 77 Exterior Wall Openings BC-Table 704.8 82 Parapets BC-Table 704.11 83 Exterior Wall Coverings BC-Table 1405.2 241 Combustible Exterior Walls BC-1406 244 15 Fire Rated Construction Incidental Use Areas BC Table 302.1.1 17 Accessory Occupancy BC-Table 302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Fire Walls BC-705 84 Fire Barrier BC-706 86 Shaft Enclosure BC-707 87 Fire Partition(Tenant Sep.) BC-708 89 Exception BC-302.3.2 18 Smoke Barriers BC-709 90 Opening Protectives BC Table 715.3 95 Fire Blocking BC-717 101 Draft Stopping BC-717 102 16 Space Min. Room Dimensions BC-1208.1 235 Min_ Ceiling Height BC-1208.1 235 * Distance separations are doubled if fire fighting water is not available, FC-508,Page:33:1 Page 2 of 8 IN- o-(--rjrjo 1U;-ft3H rKUM:JUStPH MCCRATH (518)-477-2369 T0:7454437 P.4 PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed 17 Ventilation (Nat. or Mech.) BC-1203 233 ,` 18 Light(Nat. or Mech.) BC-1205 234 �Jl 19 Exits One Exit Permitted BC-Table 1014.1 204 Stair Enclosure BC-1019.1 208 Emergency Egress BC-1025 217 Distance of Travel BC-Table 1015.1 206 Exit Passageways BC-1020 210 Corridor Width BC-1016 206 Occupant Load BC-1004 189 Capacity of Exits(talc.) BC-Table 1005.1 190 Corridor Wall Fire Rating BC-Table1016.1 206 Corridor Dead End BC-1016.3 207 Door Width BC-1008.1.1 193 Door Swing\ BC-1008.1.2 193 Panic Hardware BC-1008.1.9 197 20 Stairs Riser BC-1009.3 198 Tread BC-1009.3 198 Width BC-1009.1 198 Headroom BC-1009.2 198 Vertical Rise BC-1009.6 199 Handrails BC-1009.4 199 21lr Snow Loading—Ground BC-Fig. 1608.2 274 Snow Loading—Roof(talc.) ASCE 7-98 / 'I S Drifting Snow BC-1608-7 273 Ponding BC-1608.3.5 273 1 Floor Loading BC Table 1607.1 269 ''' Balcony Loading BC Table 1607.1 269 Wind Loading(calc.) BC-1609 273 Roof Walls Windows Seismic Loading(calc.) 291 Foundation Depth 338 22 Interior Finishes BC-Table 803.5 338 23 Swimming Pools BC-3109 532 Page 3 of 8 itj--rom rKuri:JubtrH tCUiRRTH (518)-477-2369 TO:7454437 P.5 PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed 24 Sun Rooms BC Appendix 1. 581 25 Electrical Exit Signs BC-1011 201 Emergency Lights BC-1006 1.91 Emergency Power BC-2702 517 26 HC ACCESS Exempt Buildings BC-1104.4 221 Parking BC-Table 1106.1 222 Route BC-1104 220 � � r Entrance BC-1105 221 / No. of Sleeping Rooms BC-Table 1107.6.1.1 224 No. of Dwelling Units BC-1107.6 223r�� Special Occupancies BC-1108 225 Toilet Facilities BC-1109.2 228 Sinks BC-1109.3 228 Kitchens BC-1109.4 229 Storage BC-1109.8 229 Dress, Fit,Locker Rms. BC-1109.12.2 229 Point of Sales BC-1109-12.3 229 j t e.11 G Areas of Refuge BC-1007.6 192 Signage BC-1110 230 Tactile Exit Signs BC-1011.3 202 `"F Supplemental HC Req'mts Appendix E 569 , � 27 SPECIAL INSPECTIONS BC-1704 318 28 Fire Protection Equipment Fire Safety &Evacuation FC-404 25 Hazard Communication FC-407.5 27 Tenant Identification FC-408.11.2 30 High Piled Storage FC-503.1.3 31 Premise Identification FC-505 32 Key Box FC-506 33 � Room Identification FC-510 34 /` ' � Central Station Monitoring FC-901.9 54 Sprinkler Systems FC-903 57 Other Extinguishing System FC-904 61 Kitchen Hood Extinguisher FC-610.3 43 Note:Fire Protection Equipment continued on Continued on pg.5 page 5. Page 4 018 ,rr�-o-eeat� 1e:t+tjH 1-NUM:JU'EPH MCGRATH (518)-477-2369 T0:7454437 P.6 PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed Continued from nape 4. "W'Extinguisher FC-904.11.5 64 Standpipe Systems FC-905 64 Fire Extinguishers FC-906 66 Fire Alarm Systems&SD FC-907.2 68 Manual Fire Alarm Boxes FC-907.4 75 Smoke Alarms FC-907.2.10 70 Audible Notification Device FC-907.10 75 Duct Detectors FC-907.12 76 Fire Extinguishing Systems FC-907.14 76 Smoke Control FC-909 77 Smoke Vents FC-910 84 Fire Dept. Connection FC-912 88 Fire Pumps FC-913 88 - 4 vZL �/ -✓h C 4 °- - Truss Placards NYCRR Part 1264 Motor Fuel Disp. Facilities FC-2203 175 High Piled Storage FC-2301 193 Hazardous Materials FC-2701 215 Operating Permits TOCP 208-107B Assistive Listening Devices NYCRR Part 1203 Shield Electrical Panels NFPA13(02 edition) 8.14.10.2 29 PLUMBING CODE Fixture Count PC-Table 403.1 19 Water Suanly Service Pipe Size PC-603.1 31 Water/Sewer Separation PC-603.2 31. Fixture Pipe Size PC Table 604.5 33 Pipe Material—Service PC-Table 605.3 34 Pipe Material—Distribution PC-Table 605.4 34 Pipe Insulation EC-804.5 58 Ae _vml Backflow Prevention PC-Table 608.1 40 Pipe Freezing PC-305.6 12 Sani Drainage Drain Pipe Size PC-Table 709.1 52 Drain Pipe Material AG Drainage&Vent PC-Table 702.1 46 UG Drainage&Vent PC-Table 702.2 46 Building Sewer PC-Table 702.3 Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 15 Air Admittance Valves PC-917 66 Page 5 of 8 APR-8-2008 10:49A FROM:JOSEPH MCGRATH C5181-477-2369 TO:7454437 P.7 ` PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed 30 -Mechanical-Code Ventilation Rates MC-Table 403.3 26 Dryer Exhaust MC-504 366 Kitchen Exhaust MC-506 37 Kitchen Hoods MC-507 40 Kitchen Make-up Air MC-508 42 � Air Plenums MC-602 51 Duct Construction MC-603 52 Duct Insulation MC-604 53 Smoke Duct Detectors MC-606 54 Fire&Smoke Dampers MC-607.5.1 55 Combustion Air MC-701 59 31 Fuel Gas Code Appliance Location FGC-303 16 Combustion Air FGC-304 16 Accessed Service FGC-306 20 Clearance to Combust. FGC-Table 308.2 22 Pipe Material FGC-403 57 Shut Off Valves FGC-409 62 Chimney Termination FGC-Fig, 503.5.4 68 Clothes Dryer Exhaust FGC-614 108 --= 32 Energy Code 4 Pipe Insulation—Heating EC-803.3.7 57 Duct Insulation—Sealing EC-803.28 46 Pipe Insulation—Hot Water EC-804.5 58 14" Heat Trap EC-804.4 58 Climate Zone EC-Table 301.1 9 NYS COMcheck Compliance Report Computer Envelope Software Mechanical Required Lighting 32 Elevators&Conveying Sys. Hoistway E)riclosures BC-3002.1 525 Emergency Signs BC-3002.3 252 Hoistway Venting BC-3004 526 Machine Rooms BC-3006 526 Shunt Trip BC-3006.5 527 Plumbing System BC-3006.E 527 Page 6of8 FIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 " Horne of Natural Beauty ... A Good Place to Live " PLAN REVIEW Dr Pauimus 12/2/2008 I have reviewed the submitted drawings for the above project, and offer the following comments: 1) Truss ID signage is noted on the drawing and will be verified 2) Fire extinguisher locations to be discussed r-I) It appears that a fire alarm system is planned. The plan shall be submitted for review prior to installation, and will require monitoring. 4) FM and Director of Building and Codes to review requirements for sprinkler system in basement area (NYSFC903.2.10.1) 5) Solid fuel devices (fireplaces) will require separate inspection. -6) FM is requesting the installation of a Knox Box at this location 7) FD Blue signage for posting will be supplied by FM qv)ne May's Michael J Palmer 742 Bay Road Queensbury NY 12804 518 761 8206 firemarshal@queensbury.net Fi r e M a r s h a I 's Off i c e • P h o n e: 518-761-8206 F a.r: 518-745-4437 firerrrarshal@cqueensbui-ii.net • uw w.queensbury.net Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. Ce ' Town of Queensbury Bay r Qu Queensbu ,NY 12804 Scheduled Inspection Date: Time: V Phone: (518) 761-8206 Business Name: Fax: (518) 745-4437 Location:�_ rL ti 15R /UC Type of Inspection N/A Yes No EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: " Hun inspection of extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System FDC Fire Suppression-kitchen Fire Suppression-Gas Islan Generator Hood Installation Elevator Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical 7 Electric Wiring Enclosed/Labeled %b)z l u),tV- /�j- b,,;5e i` Combustible Waste Vehicle Impact Protection Knox Box F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan Approved (If no other approvals apply,the B&C Office will issue the Certificate of upancy) ❑ Denied / call for Recheck Insp ted By: L:\FireMarshal\FM Forms Masters\permitto occupyform.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection *eseved: Queensbury Building&Code Enforcement Arrive:�3' Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initia NAME: PERMIT# LOCATION: A\RF 1 l DR, DATE: j cl 1 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 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 w x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 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. e..< 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire C-4)01),imm ,6 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" `-' T� �C Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets � © Handicapped Bath/Parking Lot Si na a � a Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Flan/Variance required Final Survey,New Structure/Flood Plain certifiicatio if req. Cj- As-built Septic System Layout Required or On File 't�A M.o� �--�- BuildingNumber or Tenant Address on Buildingor ewa 'K Water Fountain or Cooler —A- lip o Building Access AILSides by 20' /Driveable Surface 20'wide Okay To Issu r Permanent C/O Okay To Issue L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins ection req es a ived: Queensbury Building&Code Enforcement Arrive: ; a m Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initial 1' NAME: PERMIT# LOCATION: _ c 1F�4\EE� _x— DR, DATE: i / L—cd ✓ 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 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 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.), I 'h doors > 10%> 1000 s .ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers J Fire Doors Ceiling Fire Stopping,3,000 s . ft.Wood Frame ,r Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required $ Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets OWN { Handicapped Bath/Parking Lot Si na e ` Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical e � 6 x +,. Final Survey,New Structure/Flood Plain certification if re As-built Septic System La out Required or On File Building Number or Tenant Address on Building or ewa n `r Water Fountain or Cooler k' Building Access Sides b 20' /Driveable Surface 20'wide Oka To Is suy - R .r Permanent C/O Okay To Issue CT L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc o � Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection requpg red v Queensbury Building&Code Enforcement Arrive: /7 m Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initial NAME: PERM j��j T �j PERM #: LOCATION: (� P— R Oj�. , 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 1 � � Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required 3 Lv i. Exits At Grade Or Platform 36(w)x 44"(])/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade --- Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 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/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 required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide _ \1 Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc SEP-14-RO09 14: 54 FROM:G. PETER JENSEN 5187983859 TO:7469290 0.Peter Jensen e" 17 West Road t South Glens Falls a s New York I28031 (518) 798—38591 Sep mber 14, 2009 Re: r. David Parsons Dentist Office To om It May Concern: I h e reviewed the construction of the Dentist Office)for Dr.David Parsons,located at 6 Fai eld Drive, Queensbury,New York. I find that th�construction is in accordance with the esign drawings. The only item needing attention is that the protective cover over the sm a detectors must be removed prior to occupancy.i These covers are the only life saf issues observed. After these covers are remove,the structure would appears to be rea for occupancy. Sin erely aED Apo G. ete ensen `btt�1EF# y% I F * f A 000.020 r- �rF I I t i i I I 1 i Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: Time: Phone: (518) 761-8206 Business Name: 9,4 C 124rrA Fax: (518) 745-4437 Location: e:-;? Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Si n-normal Sign-battery EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System FDC Fire Suppression-kitchen Fire Suppression-Gas Islan Generator Hood Installation Elevator Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical s (Le,- ^5 - i9r;h�1 to AS�M�I Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection ���� Knox Box F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan Q A roved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) enied / call for Recheck Inspected L:\FireMarshal\FM Forms Masters\permitto occupyform.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection eque ted: Queensbury Building&Code Enforcement Arrive: �, am Depart: '�aaj 742 Bay Road,Queensbury,NY 12804 Inspector's Initial . NAME: „ p� PERMIT — Z 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" VA Vestibules For Exit doors>3000 s . 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 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/<Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] 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 La out Required or On File ' EuJE� C�1 Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Final Survey Inspection Dept.of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: --� NAME: LOCATION: (Q P FA F-1� PERMIT#: Z-- Z Final Survey Plot PIan Approved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey been: Craig Brown,Zoning Administrator Notes: S'Vtv,, ©� L:'.SueHemingwayNBuilding.Codes.Inspmtion.FORMsTina1 Survey Zoning Administrator.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection requ re ive : Queensbury Building&Code Enforcement Arrive: �1j in Depart: aR!! 742 Bay Road,Queensbury,NY 12804 Inspector's Initials. - NAME: _ PA��ot� PERM #: LOCATION: DAT COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Vkp.Y- \A Plumbing Vent Through Roof 6"/Roof Complete ?�i L,,JiJ P Exterior Finish/Grade Complete 6"in 10' or Equivalent `'P L. __ � 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 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required --- Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade _ Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System ,j �t�Tc�, Fresh Air Supply for Occupancy/Ventilation Combustion T\6t13 li�-iJ �- 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 — 1J 1=Ep la-lz) 3l o Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 s . ft. V Ql1\�a� '/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire y �A A U 6 Dampers/Fire Doors (0- v-oR- Nlj -r,74 e� Ceiling Fire Stopping, 3,000 s . ft.Wood Frame �. Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets > Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/l2 in.Beyond [Both sides] Active Listening System and Signage Assembly Space crE�t_c Fi E� h cTE }� 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 Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: Time: Phone: (518) 761-8206 Business Name: r Fax: (518) 745-4437 Location: Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge lee- AISLES: Main Aisle Width b", Secondary Aisle Width EXIT SIGNAGE Sian-normal Sign-battery EVAC signs in rooms TRUSS ID SIGNAGE L1000, 0- laW-4-44OLK 4,00, EMERGENCY LIGHTING !' FIRE EXTINGUISHER: ' �1 Hun b �'►'!r �7 Inspection of extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System FDC Fire Suppression-kitchen Fire Suppression-Gas Islan Generator Hood Installation Elevator Interior Finishes Stora e Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sin Emergency Evacuation Plan o Xproved (If no other approvals apply,the B&C Office will issue the Certific of Occupancy) Denied / call for Recheck Inspect By: L:\FireMarshal\FM Forms Masters\permitto occupyform.doc Y—tc Framing / Firestopping Inspection Re rt Office No. (518)761-8256 Date I71n ived•! Queensbury Building &Code Enforcement Arrive 742 Bay Road, Queensbury, NY 12804 InspecNAME: ERMIT# C� LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging ✓ �'1l � Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour hour on sealed C 16 inch insulation in cav' min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 518 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OLDSuildN&CodesYnspection FormsTramrning Fxestoppin;Inspection Report doc Revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date In n es e� Queensbury Building & Code Enforcement Arrive: G : r rt 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: a NAME: R . P �c~�u.� PERMIT#: LOCATION: FR i RFC E C---) (DRoF-- INSPECT ON: —7—,7 --bS TYPE OF STRUCTURE: PRR14\ Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.1 for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant 1 Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated Epaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 1-3 wif'2� Rough Plumbing l Insulation Inspe ion Report Office No. (518) 761-8256 Date lnspecti req Queensbury Building &Code Enforcement Arrive: _a e ; a 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: -- NAME: Pars,ADP-. PERM IT #. Z , LOCATION: INSPECT ON: - - TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Ai ad 0 P.S. r 15 minutes Insulation I esidential Check/ Commercial Check sTjw-qk grOmilar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation ? If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape &J COMMENTS: M\ oob V;t'km wf� iy) kj— . Rough Plumbing Insulation ReporLrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing 1 Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: fj C Queensbury Building & Code Enforcement Arrive: �am/pm Depart: r a6idpin 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: L- 4 L c1, LL PERMIT #: 0 LOCATION: L A, INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping T Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check W'-- Tyvek or Similar Exterior Sealant Proper Vent, Attic Ven Door/Window Seal No Insulatio Duct/Hot Water Pi If required unheated spaces Combustion Air S for Furnace Duct work sealed properly/No duct tape COMMENTS: f-ROV,'� 0� e, Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15, 5, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection e e ' Queensbury Building &Code Enforcement Arrive: am/ rt: 742 Bay Road, Queensbury, NY 12804 Inspector's ion C' NAME: PE IT#: LOCATION: IT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent 10 ft. above highest connection for 15 minutes ressure Test VVII u r.1eead ply Piping S r 15 minutes 1 ion/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Ins n Queensbury Building&Code Enforcement Arrive: part -A arr� 742 Bay Road, Queensbury, NY 12804 Inspector's initials NAME: ERMIT LOCATION: A F FINSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 / w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (Vif) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OLD►Bufting&CodesUnspecOon FamsTrarning FwasWpping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report �-_/()C '` Office No. 518 761-8256 '//1�- C, C �U S t rU ( ) Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: 5 am/pm 0 742 Bay Road, Queensbury, NY 128N Inspector's Initials: 143 & �- NAME: (-- 4 Cy ��)rv,�G�6 I����S LL C PERMIT#: LOCATION: _L uT X f ; r t �' rug ,g LL�G _ INSPECT ON: _ C� y� TYPE OF STRUCTURE: Framing Y N I NIA COMMENTS: Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jadc Posts/Main Beams Exterior sheeting nailed properly 12'O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D naas each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center ^ km-and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side's inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OLMSuilcift&Codesdnspedion FommtiFrarning Firestopping Inspection ReporLdoc Revised January 7,2006 Foundation Inspection Report Office No.(518)761-8256 Date Inspection reque ----�f— 0 Queensbury Building&Code Enforcement Arrive: am/ Depart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials- NAME: G .l /1 C L,,7n, T#: � — LOCATION: ..' T ON: Z t TYPE OF STRUC Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place oundation Waterproofing 1 cn Sump F • areas under slab Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\inspecdon Forms\Foundation Inspection Report doc Last printed 12/20/2005 9:24:00 AM l K-� �AY' l - Foundation Inspection Report Office No.(518)761-8256 Date Ins%tion t i ed: 3Queensbury Building&Code Enforcement Arrive: Dep am/pm 742 Bay Rd.,Queensbury,NY 12804 In ectoti ,� 6-L S NAME: RMIT#: LOCATION: SPECT ON: TYPE OF STRUCTURE: Commenb 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. oundation/Wall pour i Reinforcement in Place t Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&CodeWnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM -� ., f / , Foundation Inspection Report Office No.(518)761-8256 Date In tion req the __ Queensbury Building&Code Enforcement Arrive: p Depi�� mr" 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial: NAME: PI UT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Commgnu 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 L of � � leis for this se o site. Foundation/Wallpour rent m Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil po!y for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins 'on req iv Queensbury Building&Code Enforcement Arrive: Z� m Depart: ° pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial . i NAME: pt:l f "C>1� PE T#: CZ? R LOCATION: IN ECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings iers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Budding&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM CONSTRUCTION TECHNOLOGY 1 4 William Street,Ballston Lake,New York 12019 � C�✓ l.� Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: VALENTE HOMES,INC. REPORT NUMBER: 3 PAGE#: 1 50 COUNTRY CLUB ROAD INSPECTION DATE: 03/25/09 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1117.003 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.DANIEL VALENTE AMBIENT WEATHER: 40's:CLEAR PROJECT: FAIRFIELD PROFESSIONAL OFFICE PARK:QUEENSBURY,NEW YORK OUR FILE LOCATION 99394 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 BUILDING#6:SLAB ON GRADE:NE SECTION PLACEMENT LOCATION OF LOAD# 2 : BUILDING#6:SLAB ON GRADE:SE SECTION PLACEMENT LOCATION OF LOAD# 3 : BUILDING#6:SLAB ON GRADE:NW SECTION DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 205/ 40850 203 / 40851 206 / 40852 YARDAGE DELIVERED!SUBTOTAL: 11.001 11.00 11.00 / 22.00 11.00 / 33.00 TIME CONC. BATCHED/ARRIVED: 9.42/ 10.00 10.22 / 10.55 10.51 / 11.15 TIME PLACEMENT BEGAN/ENDED: 10.05/ 10.37 10.59 / 11.16 11.20 / 11.50 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.92 0.90 0.98 SLUMP ON ARRIVAL (INCHES) 5.00 5.25 5.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 5.00 ) 5.00 5.251 5.00 ENTRAINED AIR (%VOL) (SPEC: 10.00) 7.20 UNIT WEIGHT (PCF) (SPEC - ) 144.61 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 71 70 70 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 99394- 99399 DISCREPANCIES&REMARKS: 1: CONTRACTOR NOTIFIED:LOAD 2:SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 03/26109 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 99394 04/01/09 7 96,550 3420 COARSE AGGREGATE#2: LBS. 99395 04/01/09 7 94,250 3330 COARSE AGGREGATE#3: LBS. 99396 04/22/09 28 119,500 4230 FINE AGGREGATE: LBS. 99397 04/22/09 28 122,350 4330 ADMIXTURE#1: OZS. 99398 04/22/09 28 121,000 4280 ADMIXTURE#2: OZS. 99399 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3:MR.D.HATIN,QBD 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: VALENTE HOMES,INC. REPORT NUMBER: 3 PAGE#: 2 50 COUNTRY CLUB ROAD INSPECTION DATE: 03/25/09 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1117.003 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.DANIEL VALENTE AMBIENT WEATHER: 40's:CLEAR PROJECT: FAIRFIELD PROFESSIONAL OFFICE PARK:QUEENSBURY,NEW YORK OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4 : BUILDING#6:SLAB ON GRADE:SW SECTION;FOUNDATION WALL:S&W VESTIBULES DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 205/ 40853 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 44.00 TIME CONC. BATCHED/ARRIVED: 11.23/ 11.50 TIME PLACEMENT BEGAN/ENDED: 11.55/ 12.15 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.87 SLUMP ON ARRIVAL (INCHES) 5.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 5.00 ENTRAINED AIR (%VOL) (SPEC: - 10.00) UNIT WEIGHT (PCF) (SPEC - ) CONCRETE TEMP. (F) (SPEC 45 - 85) 72 NUMBER OF TEST SPECIMEN CAST LAB CYLINDER CONTROL NUMBER: DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 03/26/09 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. COARSE AGGREGATE#2: LBS. COARSE AGGREGATE#3: LBS. FINE AGGREGATE: LBS. ADMIXTURE#1: OZS. ADMIXTURE#2: OZS. ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3:MR.D.HATIN,QBD 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.ET-(NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY C 4 William Street,Ballston Lake,New York 12019 �� " Phone:(518)399-1848 Fax:(518)399-1913 '`"" `" "�` "-" --------------- CLIENT: VALENTE HOMES,INC. REPORT NUMBER: 3 PAGE M 1 50 COUNTRY CLUB ROAD INSPECTION DATE: 03/25/09 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1117.003 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.DANIEL VALENTE AMBIENT WEATHER: 40's:CLEAR PROJECT: FAIRFIELD PROFESSIONAL OFFICE PARK:QUEENSBURY,NEW YORK OUR FILE LOCATION: 99394 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 BUILDING#6:SLAB ON GRADE:NE SECTION PLACEMENT LOCATION OF LOAD# 2 : BUILDING#6:SLAB ON GRADE:SE SECTION PLACEMENT LOCATION OF LOAD# 3 : BUILDING#6:SLAB ON GRADE:NW SECTION DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 205/ 40850 203 / 40851 206 / 40852 YARDAGE DELIVERED/SUBTOTAL: 11.001 11.00 11.00 / 22.00 11.00 / 33.00 TIME CONC. BATCHED/ARRIVED: 9.42/ 10.00 10.22 / 10.55 10.51 / 11.15 TIME PLACEMENT BEGAN/ENDED: 10.05/ 10.37 10.59 / 11.16 11.20 / 11.50 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.92 0.90 0.98 SLUMP ON ARRIVAL (INCHES) 5.00 5.25 5.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 5.00) 5.00 5.251 5.00 ENTRAINED AIR (%VOL) (SPEC: 10.00 ) 7.20 UNIT WEIGHT (PCF) (SPEC ) 144.61 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 71 70 70 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 99394- 99399 DISCREPANCIES&REMARKS: 1: CONTRACTOR NOTIFIED:LOAD 2:SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3500 P.S.L @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 03/26/09 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 99394 04/01/09 7 96,550 3420 COARSE AGGREGATE#2: LBS. 99395 04/01/09 7 94,250 3330 COARSE AGGREGATE#3: LBS. 99396 04/22/09 28 FINE AGGREGATE: LBS. 99397 04/22/09 28 ADMIXTURE#1: OZS. 99398 04/22/09 28 ADMIXTURE#2: OZS. 99399 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3:MR.D.HATIN,QBD 7: 4: 8: RESPECTFULLY SUBMITTED, CO� TION TECHNOLOGY O JO LIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. k CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: VALENTE HOMES,INC. REPORT NUMBER: 3 PAGE#: 2 50 COUNTRY CLUB ROAD INSPECTION DATE: 03/25/09 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1117.003 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.DANIEL VALENTE AMBIENT WEATHER: 40's:CLEAR PROJECT: FAIRFIELD PROFESSIONAL OFFICE PARK:QUEENSBURY,NEW YORK OUR FILE LOCATION CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4 : BUILDING#6:SLAB ON GRADE:SW SECTION;FOUNDATION WALL:S&W VESTIBULES DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 205/ 40853 YARDAGE DELIVERED!SUBTOTAL: 11.00/ 44.00 TIME CONC. BATCHED/ARRIVED: 11.23/ 11.50 TIME PLACEMENT BEGAN/ENDED: 11.55/ 12.15 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.87 SLUMP ON ARRIVAL (INCHES) 5.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 5.00 ENTRAINED AIR (%VOL) (SPEC: - 10.00 ) UNIT WEIGHT (PCF) (SPEC - ) CONCRETE TEMP. (F) (SPEC 45 - 85 ) 72 NUMBER OF TEST SPECIMEN CAST LAB CYLINDER CONTROL NUMBER: DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 03/26/09 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. COARSE AGGREGATE#2: LBS. COARSE AGGREGATE#3: LBS. FINE AGGREGATE: LBS. ADMIXTURE#1: OZS. ADMIXTURE#2: OZS. ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3:MR.D.HATIN,QBD 7: 4: 8: RESPECTFULLY SUBMITTED, Z TION TECHNOLOGY JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 ` Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: VALENTE HOMES,INC. REPORT NUMBER: 2 :PAGE#: 1 50 COUNTRY CLUB ROAD INSPECTION DATE: 03/23/09 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1117.003 INSPECTOR&TEST SET: PETE DUNHAM #9 ATT'N: MR.DANIEL VALENTE AMBIENT WEATHER: 40's:CLEAR PROJECT: FAIRFIELD PROFESSIONAL OFFICE PARK:QUEENSBURY,NEW YORK OUR FILE LOCATION 99364 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : BUILDING#6:FOUNDATION WALL:NORTH WALL&WEST WALL,NORTH 1/4 PLACEMENT LOCATION OF LOAD# 2 : BUILDING#6:FOUNDATION WALL:WEST WALL,SOUTH 314&SOUTH WALL,WEST 1/4 PLACEMENT LOCATION OF LOAD# 3 : BUILDING#6:FOUNDATION WALL:EAST WALL&SOUTH WALL,EAST 114 DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 203/ 40842 206 / 40843 203 / 40844 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 11.00 / 22.00 10.00 / 32.00 TIME CONC. BATCHED/ARRIVED: NA/ 3.091 NA 1 3.30 1 NA / 4.281 TIME PLACEMENT BEGAN/ENDED: 3.111 3.42 3.45 1 4.10 4.34 / 4.52 CONCRETE AGE(HOURS) (SPEC: MAX: 1,50 ) NA NA NA SLUMP ON ARRIVAL (INCHES) 6.00 5.75 6.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 6.001 5.75 1 6.00 1 ENTRAINED AIR (%VOL) (SPEC: - 10,00 ) 5.80 UNIT WEIGHT (PCF) (SPEC - ) 146.12 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 76 77 74 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 99364- 99369 DISCREPANCIES&REMARKS: 1: CONTRACTOR NOTIFIED:LOAD 1,2,3:SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA. 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 03/24/09 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 99364 03/30/09 7 76,800 2720 COARSE AGGREGATE#2: LBS. 99365 03/30/09 7 73,750 2610 COARSE AGGREGATE#3: LBS. 99366 04/20/09 28 FINE AGGREGATE: LBS. 99367 04/20/09 28 ADMIXTURE#1: OZS. 99368 04/20/09 28 ADMIXTURE#2: OZS. 99369 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3:MR.D.HATIN,QBD 7: 4: 8: RESPECTFULLY SUBMITTED, CO CTION TECHNOLOGY �TMe/JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. I 11 CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: VALENTE HOMES,INC. REPORT NUMBER: 2 PAGE#: 2 50 COUNTRY CLUB ROAD INSPECTION DATE: 03/23/09 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1117.003 INSPECTOR&TEST SET: PETE DUNHAM #9 ATT'N: MR.DANIEL VALENTE AMBIENT WEATHER: 40's:CLEAR PROJECT: FAIRFIELD PROFESSIONAL OFFICE PARK:QUEENSBURY NEW YORK OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4 : BUILDING#6:FOUNDATION WALL:SOUTH WALL,CENTER 1/2 DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 1 40845 YARDAGE DELIVERED/SUBTOTAL: 4.00/ 36.00 TIME CONC. BATCHED/ARRIVED: NA/ 5.00 1 TIME PLACEMENT BEGAN/ENDED: 5.031 5.15 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) NA SLUMP ON ARRIVAL (INCHES) 5.50 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 5.50 1 ENTRAINED AIR (%VOL) (SPEC: - 10.00 ) UNIT WEIGHT (PCF) (SPEC - ) CONCRETE TEMP. (F) (SPEC 45 - 85) 74 NUMBER OF TEST SPECIMEN CAST LAB CYLINDER CONTROL NUMBER: DISCREPANCIES&REMARKS: 1: CONTRACTOR NOTIFIED:LOAD 4:SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 03/24/09 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. COARSE AGGREGATE#2: LBS. COARSE AGGREGATE#3: LBS. FINE AGGREGATE: LBS. ADMIXTURE#1: OZS. ADMIXTURE#2: OZS. ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3:MR.D.HATIN,QBD 7: 4: 8: RESPECTFULLY SUBMITTED, CO �TION TECHNOLOGY O SLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY D ~--C 2 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: VALENTE HOMES,INC. REPORT NUMBER: 2 PAGE#: 1 50 COUNTRY CLUB ROAD INSPECTION DATE: 03/23109 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1117.003 INSPECTOR&TEST SET: PETE DUNHAM #9 ATT'N: MR.DANIEL VALENTE AMBIENT WEATHER: 40's:CLEAR PROJECT: FAIRFIELD PROFESSIONAL OFFICE PARK:QUEENSBURY,NEW YORK OUR FILE LOCATION: 99364 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : BUILDING#6:FOUNDATION WALL:NORTH WALL&WEST WALL,NORTH 1/4 PLACEMENT LOCATION OF LOAD# 2 : BUILDING#6:FOUNDATION WALL:WEST WALL,SOUTH 3/4&SOUTH WALL,WEST 1/4 PLACEMENT LOCATION OF LOAD# 3 : BUILDING#6:FOUNDATION WALL:EAST WALL&SOUTH WALL,EAST 114 DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 203/ 40842 205 / 40843 203 / 40844 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 11,00 / 22.00 10.00 / 32.00 TIME CONC. BATCHED/ARRIVED: NA/ 3.091 NA / 3.30 1 NA / 4.28 1 TIME PLACEMENT BEGAN/ENDED: 3.111 3.42 3.45 / 4.10 4.34 / 4.52 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) NA NA NA SLUMP ON ARRIVAL (INCHES) 6.00 5.75 6.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 6.00 ) 6.00 1 5.751 6.00 1 ENTRAINED AIR (%VOL) (SPEC: - 10.00) 5.80 UNIT WEIGHT (PCF) (SPEC - ) 145.12 CONCRETE TEMP. (F) (SPEC 45 - 85) 76 77 74 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 99364- 99369 DISCREPANCIES&REMARKS: 1: CONTRACTOR NOTIFIED:LOAD 1,2,3:SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 03/24/09 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 99364 03/30/09 7 76,800 2720 COARSE AGGREGATE#2: LBS. 99365 03/30/09 7 73,750 2610 COARSE AGGREGATE#3: LBS. 99366 04/20/09 28 110,300 3900 FINE AGGREGATE: LBS. 99367 04/20/09 28 107,100 3790 ADMIXTURE#1: OZS. 99368 04/20109 28 109,050 3860 ADMIXTURE#2: OZS. 99369 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3:MR.D.HATIN,QBD 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: VALENTE HOMES,INC. REPORT NUMBER: 1 PAGE#: 1 50 COUNTRY CLUB ROAD INSPECTION DATE: 03/19/09 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1117.003 INSPECTOR&TEST SET: PETE DUNHAM #9 ATT'N: MR.DANIEL VALENTE AMBIENT WEATHER: 50's:PT.CLOUDY PROJECT: FAIRFIELD PROFESSIONAL OFFICE PARK:QUEENSBURY,NEW YORK OUR FILE LOCATION: 99289 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : BUILDING#6:FOOTING:EAST WALL&NORTH WALL,EAST 1/4 PLACEMENT LOCATION OF LOAD# 2 : BUILDING#6:FOOTING:SOUTH WALL&WEST WALL,SOUTH 112 PLACEMENT LOCATION OF LOAD# 3 : BUILDING#6:FOOTING:WEST WALL NORTH 1/2&NORTH WALL„WEST 314 DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 215/ 40837 203 / 40838 215 / 40839 YARDAGE DELIVERED/SUBTOTAL: 8.00/ 8.00 8.00 / 16.00 10.00 / 26.00 TIME CONC. BATCHED/ARRIVED: NA/ 3.40 1 NA / 4.05 1 NA / 5.00 1 TIME PLACEMENT BEGAN/ENDED: 3.45/ 4.17 / 4.36 5.08 / 5.30 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) NA NA NA SLUMP ON ARRIVAL (INCHES) 4.00 5.00 5.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.00 5.00 5. ENTRAINED AIR (%VOL) (SPEC: - 10.00) 8.00 8.00 8.50 0 UNIT WEIGHT (PCF) (SPEC - ) 142.58 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 68 66 66 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 99289- 99294 DISCREPANCIES&REMARKS: 1: BATCH TIMES NOT PROVIDED. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C667, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 03/20/09 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 99289 03/26/09 7 78,050 2760 COARSE AGGREGATE#2: LBS. 99290 03/26/09 7 79,250 2800 COARSE AGGREGATE#3: LBS. 99291 04 28 FINE AGGREGATE: LBS. 99292 04/1616/09 09 28 ADMIXTURE#1: OZS. 99293 04/16/09 28 ADMIXTURE#2: OZS. 99294 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3:MR.D.HATIN,QBD 7: 4: 8: RESPECTFULLY SUBMITTED, CONS CTION TECHNOLOGY Oa'LIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S., INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: VALENTE HOMES,INC. REPORT NUMBER: 1 :PAGE#: 1 50 COUNTRY CLUB ROAD INSPECTION DATE: 03/19/09 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1117.003 FIELD INSPECTOR: PETE DUNHAM ATT'N: MR.DANIEL VALENTE PROJECT:FAIRFIELD PROFESSIONAL OFFICE PARK:QUEENSBURY,NEW YORK SOIL COMPACTION VERIFICATION REPORT %: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 10873 18.3 107.1 SILT/CLAY;some fine Sand ONSITE:BUILDING#6 FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOOTING SUBGRADE ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF FOOTING SUBGRADE COMPACTION TEST METHOD ASTM D-2922 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS: 95.0% TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY PCF COMPACT 1 10873 FINISH GRADE BUILDING#6:SOUTH WALL,CENTER 24.1 % 102.1 95.3% REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2:MR.D.HATIN,QBD 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR 4: 4. FG =FINISH GRADE 5: 5. TOM JOSLIN,S.E.T.(NICET) 6: 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 r Phone:(518)399-1848 Fax:(518)399-1913 , �- CLIENT: VALENTE HOMES,INC. REPORT NUMBER: 1 PAGE#: 1 50 COUNTRY CLUB ROAD INSPECTION DATE: 03/19/09 QUEENSBURY,NEW YORK 12804 OUR FILE NUMBER: 1117.003 INSPECTOR&TEST SET: PETE DUNHAM #9 ATT'N: MR.DANIEL VALENTE AMBIENT WEATHER: 50's:PT.CLOUDY PROJECT: FAIRFIELD PROFESSIONAL OFFICE PARK:QUEENSBURY,NEW YORK OUR FILE LOCATION: 99289 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : BUILDING#6:FOOTING:EAST WALL&NORTH WALL,EAST 1/4 PLACEMENT LOCATION OF LOAD# 2 : BUILDING#6.FOOTING:SOUTH WALL&WEST WALL,SOUTH 1/2 PLACEMENT LOCATION OF LOAD# 3 : BUILDING#6:FOOTING:WEST WALL NORTH 1/2&NORTH WALL„WEST 3/4 DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 215/ 40837 203 / 40838 215 / 40839 YARDAGE DELIVERED/SUBTOTAL: 8.00/ 8.00 8.00 / 16.00 10.00 / 26.00 TIME CONC. BATCHED/ARRIVED: NA/ 3.40 1 NA / 4.051 NA / 5.001 TIME PLACEMENT BEGAN/ENDED: 3.45/ 4.17 / 4.36 5.08 / 5.30 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) NA NA NA SLUMP ON ARRIVAL (INCHES) 4.00 5.00 5.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.00 5.00 5.00 ENTRAINED AIR (%VOL) (SPEC: - 10.00) 8.00 8.00 8.50 UNIT WEIGHT (PCF) (SPEC - ) 142.58 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 68 66 66 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 99289- 99294 DISCREPANCIES&REMARKS: 1: BATCH TIMES NOT PROVIDED. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 03/20/09 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 99289 03/26/09 7 78,050 2760 COARSE AGGREGATE#2: LBS. 99290 03/26/09 7 79,250 2800 COARSE AGGREGATE#3: LBS. 99291 04/16/09 28 111,750 3950 FINE AGGREGATE: LBS. 99292 04/16/09 28 113,900 4030 ADMIXTURE#1: OZS. 99293 04/16/09 28 110,200 3900 ADMIXTURE#2: OZS. 99294 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3:MR.D.HATIN,QBD 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E. . T) MANAGER TECHNICAL SVCS. nrrt-o-CV+YJr� 10:4yH FROM:JOSEPH MCGRATH (S18)-477-2369 TO:7454437 P.8 PLAN REVIEW CHECKLIST CONTINUED SEISMIC REVIEW SUMMARY ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 295 (default to site class D) Section 1615.1.1 292 S.(short period) Figure 1615(i) 293 Si(I second period) Figure 1615(2) 294 F.(site coefficient-short) Table 1615.1.2(1) 296 F„(site coefficient-1 sec.) Table 1615.1.2(2) 296 S.(short period adjusted) Equation 16-38 292 S. (] sec. period adjusted) Equation 16-39 292 Sns(short period) Equation 16-40 292 Sni 0 sec. period) Equation 16-41 292 Seismic Use Group Table 1604.5 266 Seismic Design Category Table 1616.3(1) 299 (short period) Seismic Design Category Table 1616.3(2) 299 (I sec. period) Seismic Design Category This category determines the (most severe of above two) Design analysis and whether MEP systems must be braced Analysis Procedure Used Section 1616.6 300 Building Components Section 1621 315 Subject To Seismic Design Requirements: Architectural Section 1621.1.2 315 Mechanical Section 1621.1.3 315 Plumbing Section 1621.1.3 315 Electrical Section 1621.1.3 315 Page 7 of 8 t G. Peter Jensen 17 West Road South Glens Falls New York 12803 (518) 798—3859 November 23, 2008 Re: Dentist Office of Dr. David Parsons To Whom It May Concern: Under provisions of Chapter 16 of the Building Code of New York State, this one story, 3077 square foot wood framed structure of conventional construction is presumed to have satisfied the seismic design requirements, providing the following prescriptive provisions are followed: • Roof sheathing shall be 5/8" thick plywood. • Wall sheathing shall be t/z"thick plywood. • Exterior wall studs are 2X6 spaced 16" on center and are less than 10' in length. • Fasteners are in accordance with the attached fastening schedule. • Mud sill is anchored to the foundation wall with 5/8" diameter anchor bolts, minimum 7" embedment, spaced a maximum 4' on center. • "Hurricane Anchors" are used to anchor the roof trusses to the walls. • Foundation walls, this instance, 10" thick 3500psi concrete with 3 rows#4 bars horizontal and#4 bars vertical spaced 4' on center and hooked to the footing bar. • The structure is designed with a 60# ground snow load and 90 MPH wind load. Sincerely, u,�EAEO`qR ti G. Pete , ensen ��,`� Q���R i � 'fin¢+.,�'.r •' dj 0?602`� 16 F NV$ s WOOD TABLE 2304.9.1 FASTENING SCHEDULE CONNECTION FASTENING"" LOCATION 1. Joist to sill or girder 3-8d common 3-3"x 0.131"nails toenail 3-3" 14 gage sta les 2. Bridging to joist 2-8d common 2-3"x 0.131"nails toenail each end 2-3"14 gage staples 3. 1"x 6"subfloor or less to each joist 2-8d common face nail 4. Wider than I"x 6"subfloor to each joist 3-8d common face nail 5. 2"subfloor to joist or girder 2- l6d common blind and Face nail 6. Sole plate to joist or blocking 16d at 16"o.c. 3"x 0.131"nails at 8"o.c. typical face nail 3" 14 gage staples at 12"o.c. Sole plate to joist or blocking at braced 3- 16d at 16" wall panel 4-3"x 0.131"nails at 16" braced wall panels 4-3"14 Rage sta les per 16" 7. Top plate to stud 2- 16d common 3-3"x 0.131"nails end nail 3-3" 14 gage sta les S. Stud to sole plate 4-8d common toenail 4-3"x 0.131"nails 3-3"14 gage staples 2- 16d common 3-3"x 0.131"nails end nail 3-3"14 gage staples 9. Double studs 16d at 24"o.c. 3"x 0.131"nail at 8"o.c. face nail 3" 14 gage staple at 8"o.c. t0. Double top plates 16d at 16"o.c. 3"x 0.131"nail at 12"o.c. typical face nail 3" 14 gage staple at 12"o.c. Double top plates 8-16d common 12-3"x 0.131"nails lap splice 12-3"14 ga e staples 11. Blocking between joists or rafters to top plate 3-8d common 3-3"x 0.131"nails toenail 3-3" 14 gage sta les 12. Rim joist to top plate 8d at 6"o.c. 3"x 0.131"nail at 6"o.c. toenail 3" 14 Rage staple at 6"o.c. 13. Top plates,laps and intersections 2-l6d common 3-3"x 0.131"nails face nail 3-3" 14 gage staples 14. Continuous header,two pieces 16d common 16"o.c.along edge 15. Ceiling joists to plate 3-8d common 5-3"x 0.131"nails toenail 5-3" 14 Rage staples 16. Continuous header to stud Itoetiail. (continued) 428 BUILDING CODE OF NEW YORK STATE WOOD TABLE 2304.9.1—continued FASTENING SCHEDULE CONNECTION FASTENINGa,, LOCATION 17. Ceiling joists,laps over partitions 3- 16d common minimum,Table 2308.10.4.1 (see Section 2308.10.4.1,Table 2308.10.4.1) 4-3"x 0.131"nails face nail 4-3"14 gage staples 18. Ceiling joists to parallel rafters 3- 16d common minimum,Table 2308.10.4.1 (see Section 2308.10.4.1,Table 2308.10.4.1) 4-3"x 0.131"nails face nail 4-3" 14 gage sta les 19. Rafter to plate 3-8d common (see Section 2308.10.1,Table 2308.10.1) 3-3"x 0.131"nails toenail 3-3" 14 gage staples 20. 1"diagonal brace to each stud and plate 2-8d common 2-3"x 0.131"nails face nail 2-3" 14 gage staples 21. 1"x 8"sheathing to each bearing wall 2-8d common face nail 22. Wider than 1"x 8"sheathing to each bearing 3-8d common face nail 23. Built-up corner studs 16d common 24"o.c. 3"x 0.131"nails 16"o.c. 3" 14 gage staples 16"o.c. 24. Built-up girder and beams 20d common 32"o.c.3"x 0.131"nail at 24"o.c. face nail at top and bottom staggered 3"14 gage staple at 24"o.c. on opposite sides 2-20d common 3:3"x 0.131"nails face nail at ends and at each splice 3-3" 14 gage sta les 25. 2"planks l6d common at each bearing 26. Collar tie to rafter 3- 10d common 4-3"x 0.131"nails face nail 4-3"14 gage staples 27. Jack rafter to hip 3- 10d common 4-3"x 0.131"nails toenail 4-3"14 gage staples 2- 16d common 3-3"x 0.131"nails face nail 3-3" 14 gage staples 28. Roof rafter to 2-by ridge beam 2- 16d common 3-3"x 0.131"nails toenail 3-3"14 gage staples 2- 16d common 3-3"x 0.131"nails face nail 3-3"14 gage sta les 29. Joist to band joist 3- 16d common 5-3"x 0.131"nails face nail 5-3" 14 gage staples (continued) BUILDING CODE OF NEW YORK STATE 429 WOOD TABLE 2304.9.1—continued FASTENING SCHEDULE CONNECTION FASTENINGa,a' LOCATION 30. Ledger strip 3- 16d common 4-3"x 0.131"nails face nail 4-3" 14 gage sta les 31. Wood structural panels and particleboard:' '/z'and less 6de-1 Subfloor,roof and wall sheathing(to framing): 2 3/s"x 0.1 13"nail" 1 3/4" 16 gage' "'/32"to 3/4" 8dd or 6de 2 3/8"x 0.113"nailP 2" 16 gageP 14"to 1" 8dc Single Floor(combination subfloor-underlayrnent 1 '/s"to 1 1/4' lOd`'or 8de to framing): 3/4"and less 6de 14"to 1" 8& 1 '/"to 1 '/" 10d'or 8de 32. Panel siding(to framing) 'A"or less 6d' 5/ 8d' 33. Fiberboard sheathing:-" No. I I gage roofing nail' 6d common nail No. 16 gage staple' 25/32 " No. I 1 gage roofing nail' 8d common nail No. 16 gage staple' 34. Interior paneling 1/4' 4di 6d" For SI: t inch=25.4 trim. a. Common or box nails are permitted to be used except where otherwise stated. b. Nails spaced at 6 inches on center at edges,12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more.For nailing of wood structural panel and particleboard diaphragms and shear walls,refer to Section 2305.Nails for wall sheathing are permitted to be common,box or casing. c. Common or deformed shank. d. Common. e. Deformed shank. f. Corrosion-resistant siding or casing nail. g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. h. Corrosion-resistant roofing nails with'/,6-inch-diameter head and 1'/,-inch length for'/,-inch sheathing and 1'/a-inch length for'-'/1,-inch sheathing. i. Corrosion-resistant staples with nominal'/,,,-inch crown and 1'/$inch length for'/2-inch sheathing and I '/,-inch length for'-'/„-inch sheathing.Panel supports at 16 inches(20 inches if strength axis in the long direction of the panel,unless otherwise marled). j. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches.Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. 1. For roof sheathing applications,8d nails are the minimum required for wood structural panels. in.Staples shall have a minimum crown width of inch. n. For roof sheathing applications,fasteners spaced 4 inches on center at edges,8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges,8 inches at intermediate supports for subtloor and wall sheathing and 3 inches on center at edges,6 inches at interme- diate supports for roof sheathing. p. Fasteners spaced 4 inches on center at edges,8 inches at intermediate supports. 430 BUILDING CODE OF NEW YORK STATE Avs oars —L'�sou-r�4 ._ eqA�FiC DEC - 1'fit J j�- F,-,4.r4,A .I_ems r J"l l t . f z :5 FOctnrr,�,r,�7t���`__.gr�5c,, 5l�� � ��• ��!,�,� _w _ . _ _ (i•.z KC•� �`r-Lvnr( �4a_4-W4L-4— �•`r �Pov F' 1 Lo 0 t•c Gtzcx a f _ Woo L-L W-r ARC =. (17aI ;�C'-_94 � 4.00 r► ��►�� _ ��� Q��ER.1����rt� Ir Fy eris 3. t s� o26.oao PF DEC , 00 h' p 4 irvl4_t`10M /ram` At w ,a +W4Li- ►VT-+ c 41, C t C►� vkr4,=.L W r oa +� � nG a� � a v � c� r. ;. --now) ER J���S� Tn zz _ �n CL.a.E Lp � I t IV cat.. rr r� i _--- i ley lr 14( wig Q�tER jEA,SE' C o _ -- i Gr r+ 4 C. Sj'9T 0?8020 OQ,� i is Coro _ PC- _ T48L llama , ram'-_.l Chi __ � t \N,t�4 c.� _l_�aZ�/Q_,�_�_/fe r_t�?'_`±�4�,EY p'o..�C�f e'I�,� = /�+�Ea +i�w f�►_ �:��'.iG�_ _- i � I i f ; <S6)CzJ l orv�at 'drtt;! y_ 0 315), 26 ;3 9ff1 4_ T-'try CS4XzJ i I- uz Pt,Y WOO If FA So tjS -,9,4 z4o 3e.> 8D ji ------------- 1_1>6 to p -top mX z­ --------------- Jwf 7-0 7-$L, 2 Fr 4. Slam_ i i i 4j � p ,...._------ _..._-_ is \t` f : i I if 4 36-0 ! I li it I i If , I i i � i ` � I i ; I I � f ii i 518" ROOF SHEATHING TYP. NAILING 10d 6" OC AT PANEL EDGES, 12" OC IN FIELD ROOF TRUSS GABLE END WALL i SIMPSON H2.5 TRUSS BRACING i TRUSS CLIPS AT BY MANUF. i EACH TRUSS i SIMPSON A35 CLIP ANGLE AT 2'-0- O.C. FIRST FLOOR FIRST FLOOR SOLID BLOCKING AT 4'-0` OC EDGE NAIL SHEATHING EDGE NAIL SHEATHING AT TREATED PLATE AT TREATED PLATE ;EASEMENT I _BASEMENT I I I I I I EXTERIOR BEARING WALL GABLE END WALL LATERAL LOAD CONVECTOR DETAfLS NTS TABLE 1 RECOMMENDED SHEAR(POUNDS PER FOOT) FOR HORIZONTAL APA PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS-FIR,LARCH OR SOUTHERN PINEW FOR WIND OR SEISMIC LOADING Blocked Diaphragms Unblocked Qiaphrogms Nail Spacing (in.) at Nails Spaced 6"max.at diaphragm boundaries Supported Edges(b) (oil cases),a1 continuous panel edges parallel to load (Cases 3 &41, and at all panel edges(Cases 5 & 6)(b) Minimum 6 4 2-1/2(rl 210 Case 1 (No Minimum Minimum Nominal - unblocked Nail Nominal Width of Nail Spacing (in.) at edges or All other Penetration Panel Framing other panel edges continuous configurations Common in Framing Thickness Member (Cases 1,2,3&4) joints parallel (Cases 2, 3, Panel Grade Nail Size (inches) (inch) (inches) to load) 4,5&6) 6 6 4 3 6d(e) 1-1/4 5/16 2 185 250 375 420 165 125 3 210 280 420 475 185 140 APA — - STRUCTURALI 8d 1-1/2 3/8 2 270 360 530 600 240 180 grades 3 300 400 600 675 265 200 lOdldl 1-5/8 15/32 3 /360 480 720 820 320 240 5/16 2 170 225 335 380 150 110 3 190 250 380 430 170 125 6d(c) 1-1/4 --- - - 3/8 2 185 250 375 420 165 125 3 210 280 420 475 185 140 APA RATED - --- SHEATHING, 2 240 320 480 545 215 160 APA RATED 3/8 3 270 360 540 610 240 180 STURD-1- --- FLOOR 8d 1-1/2 7/16 2 255 340 505 575 230 170 and other 3 285 380 570 645 255 190 APA grades - - except Species 15/32 2 270 360 530 600 240 180 3 300 400 600 675 265 200 Group 5 y 15/32 2 290 385 575 655 255 190 3 325 430 650 735 290 215 l Od(d) 1-5/8 —— - -- ---. -- - -- —--- 19/32 2 320 425 640 730 C285 215 3 360 480 720 820 320 240 (a)For framing of other species:(11 Find specific gravity for species of lumber ld)Framing at adjoining panel edges shall be 3-in.nominal or wider,and in AFPA National Design 5pecincation.(2)Find shear value from table above nail shall be staggered where 10d nails having pfn tration into framing of for nail size for Structural I panels(regardless of actual grade).(3)Multiply mare than 1-5/8 inches are spaced 3 inches o.c. value by 0.82 for species with specific gravity of 0.42 or greater,or 0.65 for (e)8d is recommended minimum for roofs due to negative pressures of all other species.. hi_ah winds. (b)Space nails maximum 12 in.o.c.along intermediate framing members Notes:Design for diaphragm stresses depends on direction of continuous (6 in.o.c.when supports are spaced 48 in.o.c.). panel joints with reference to load,not on direction of long dimension of (c)Fro-Ing of adjoining panel edges shall be 3-in.nominal or wider,and sheet.Conlinuous framing may be in either direction for blocked diaphragms. nails shall be staggered where nails are spaced 2 inches o.c.or 2-1/2 inches o.c. Case t Case 2 Case 3 Case 4 Case 5 Case 6 L..d F.mio9 Wd vim' Lvtl lmE 1010 W 0 wed Lavtl Fmd"g if p �o+x.— a.vvepn runewr C­v.+w 8 NAILS Strong-Tie nails and structural fasteners have been developed as the TO ORDER:Display Packages-available tot N8D and optjmum fasteners for connector products.Special lengths afford economy N100 nails.To order,specify: of purchase and installation,and depth compatibility with framing members. N8D MSTR CTN-25 display packs of 150 N8 nails. Nail specifications include head size,thickness,steel and shank design, N805 MST CTN-6 display packs of 600 N80 nails and point configuration to ensure conformity to published values. Ni OD MSTR CTN-25 display packs of 150 N10 nails. For pneumatic nail use,see Instructions to the Installer,page 7. N10D5 MSTR CTN-6 display packs of 600 N10 nails COMPARABLE SIZES:SSN8=N8;SSBD=8d common; 501b Bulk Boxes-available tot N8,N10 and NI nails. SSN10=N10;SS100=10d common;SS16D=16d common 31h" 16d 3" 2'A' Spiral SS16D sinker Spiral SS10D N54A N16 SS8D Spiral N20AN N20A N10 Na SSN8 SSN10 ru Til I'llI� rn �I 1� rn rrr l rn rn rn n' rn rrnv ! i V411, N8D box N10D box Doug Fit-Larch/So.Pine Sproce-pine-fir - Metric � Allowable Loads' Allowable Loads' Model Description Equivalent Finish' . per Light Gauge 3 Gauge Light Gauge 3 Gauge N3`4 (mm) �T Shear Shear Shear Shear (100} Gauge (11 (100) Gauge (100) Nail into N8 (8d)101A ga x 1 I/V Smooth shank 3.3 x 38.1 HOG 15200 86 14 y11 74 16 90 on N8 and SSN8 (8d)0.131 x 11h'Smooth shank 3.3 x 38.1 SS 15200 86 14 105 74 16 90 N e nail - ---- - ..- _.. _�_._. ---- .___ heads S SS80 I (8d)0.131 x 2/h'Smooth shank 3.3 x 63.5 SS 9400 32 20 131 80 18 112 N10 (10d)9 ga x 11h-Smooth shank 3.8 x 38.1 HDG 11900 92 14 112 79 16 97 SSN10 (10d)0.148 x 11h-Smooth shank 3.5 x 38.1 SS- -12200 92_ 14 112 79 _ 16 97 _ z SS100 (10d)0.148 x 3'Smooth shank 3.8 x 76.2 SS 6700 1 112 18 169 96 20 136 Nib (I Bit)8 ga x 2'/i Smooth shank 4.1 x 63.5 BRIGHT 6300 134 18 187 115 20 163 On aft --- - -}--- - 2 r- �SS16D (1Gd)0.162 x 31h'Smooth shank 4.1 x 88.9 SS 4400 134. 18 187 115 0 163 stainless N N20AN (20d)0.192 x 21/e Annular ring 4.9 x 54.0 BRIGHT 5500 145 t4 174 125 18 152 steel nail N20A (20d).192 x 13W Annular ring 4.9 x 44.5 BRIGHT 6300 119 14 140 103 18 122 heads N54A .250 x 2'/i Annular ring 6.4 x 63.5 BRIGHT 2700 167 14 188 145 18 164 1od oc mmon` (10d)0.148 x 3'Smooth shank 3.8 x 76.2 BRIGHT 6700 112 18 158 96 20 136 N81I SpBCIfICaf10DS 16d sinker, 0.148 x 31/:Smooth shank 3.8 x 82.6 GV 6100 112 18 158 96 20 136 Wife -- -. - - Naif Tgpe Diameter g 12d common` 0.148 x 3Yd Smooth shank 3,8 x 82.6 BRIGHT 610_0 112 18 158 96 20 136 Gauge _ 16d common` 0.162 x 31h Smooth shank 4.1 x 68.9 BRIGHT 4400 134 18 187 115 20 163 (8d)Common Nail 10'A ga 0.131 21A*Spiral (8d)0.110 x 21h'Spiral shank 2.8 x 63.5 BRIGHT - 98 - - 80 ,-- - (10d)Common Nail 9 ga 0.148 LSpiral I (10d)0.132 x 3'Spiral shank 3.4 x 76.2 BRIGHT - 112 96 - - (16d)Common Nail 8 ga 0.162 1/2"Spiral (16d)0.152 x 31W Spiral shank 3.9 x 88.9 BRIGHT - 134 110 -J 16d Sinker Nail 9 ga 0.148 1.Allowable loads are based on the 1997 NDS.Adjustments are made 4,Metric equivalents are listed Diameter x Length. for use with metal side plates,Fes=45 ksi.Loads under light S.A 16d sinker,12d common and a 10d common have the gauge are for gauges listed through 22 gauge.Allowable loads for same load value as an SS100.A 16d common has the gauges not indicated must be calculated according to the code. same load value as an SS16D. Contact the factory for more details. 6.The 10d common,12d common,16d common,16d sinker and 2.1`415,N20A,N20AN and N54A fasteners may be ordered galvanized; spiral nails are for reference only.Simpson does not sell specify EG;for example N16EG. these nails.All other nails are available through Simpson. 9 3.HOG=hot-dip galvanized; SS=stainless steel;Bright=no finish; Gv=Green vinyl. 0 04 © p H1 Installation H2 Installation H2.5 Installation H2.5A Installation H3 Installation (Nails into both top plates) (Nails into both top plates) (Nails into upper top plate) volt I° e z o TH6 H4 Stud Installation O OOop (H2.5 similar) H4 Installation H5 Installation H5A Installation e (see footnote 3,page 132) (Nails into upper top plate) (Nails into both top plates) (Nails into both top plates) Installation H6 Stud to Band Joist p Installation I® H8 attaching H8 attaching 0 H8 attaching ® H9 attaching rafter to double ® stud to sill I-joist to double truss to top top plates (4-8d into plate, top plates plates 5-8d into stud) MINIMUM H14 EDGE DISTANCE Installation / H9,H10 and H1OR optional °o ''e' to double positive angle nailing ; 2x header connects shear blocking to 0 rafter. Use 8d common nails. 1 °I Slot allows maximum field- - bending up to a pitch of 6/12, N� z use 75%of the table uplift « F ' , .�FZ load;bend one time only. MINIMUMEDGE 9% H14 H10 Installation H10 2 Installation DISTANCE Installation y o (H11Z similar) ; 318 to double f10 I top plates 1-4 0 8d COMMONS TO PLATES.FILL ONE OF Considerations for Hurricane Tie Selection THREE HOLES TO H14 o BOTTOM FLANGE. ' `* 1. What is the uplift load? U 2. What is the parallel-to-plate load? Hurricane Tie Installations to Achieve 3. What is the perpendicular-to-plate load? Twice the Load(Top View) 4. What is the species of wood used for the rafter and the top plates? (Select the load table based on the lowest performing species of wood.) 5. Will the hurricane tie be nailed into both top plates or the upper top plate only? roPALL PLATE 6. What load or loads will the hurricane tie be taking? _„ TOP PLATE i Allowable simultaneous loads in more than one direction on a single ; • connector must be evaluated as follows: ( ? 2111 Design Uplift/Allowable Uplift+Design Lateral Parallel to Plate/Allowable Lateral Parallel to Plate+Design Lateral Perpendicular to Plate/Allowable Lateral Perpendicular to Plate<1.0. Install diagonally Nailing into both sides of across from each other a single ply 2x truss may 7. Select hurricane tie based on performance,application,installed cost and for minimum 2x truss. cause the wood to split. ease of installation. 137 HURRICANE TIES NEW!H14 is the high uplift hurricane tie.It can be installed with INSTALLATION:•Use all specified fasteners.See General Notes. y rafter nailing flanges facing inwards or outwards. •Hi can be installed with flanges facing inwards The H2.5A is designed for easy installation,with higher uplift loads to (reverse of H1 drawing number 1). meet new code requirements.H5A has installed cost benefit,it only requires •H2.5,H3,H4,H5,H5A and H6 ties are only shipped in 6 nails,to meet lower uplift requirements. equal quantities of rights and lefts. MATERIAL:See table •Hurricane Ties do not replace solid blocking. FINISH:Galvanized.H11Z—Z-MAX.Some models available in CODES:See page 10 for Code Listing Key Chart. stainless steel or Z-MAX;see Corrosion-Resistance,page 5. 3/4' 9 o 19116 �� 19�,6 m m- 13/4n m 2 5r/16 6" m m �1 M �� 1y ✓ s °°w• /� 1�f fi I 08 21116 � e �r"L� m' H4 H5 G 0 19� /161 y U.S.Patent U.S.Patent h, m k ° m 4,714,372 4,714,372 1 H1 H2 � H2.5 H2.5A H3 i 9/,6" i Irt n' m m H16k 1Nw IN10fl.2-) FOUR OPTIONAL 0 0 o m r I DOUBLE 1 0 m SHEARHOLNAIL H8 0 ES m ""\! m � m 41y e„ s,„ m m tsnfi• o H10-2 m m 231e SIMPSTe �. S� Strong 7e" o Sn MF� 0 0 bh m m m 6° H10 H5A H9 (H1 OR similar) U.S.Patent 4,714,372 w 1Y,•m� 1 ° m DF/SP Uplift SPFF Uplift /H m ` I Fasteners Load Load Model Uplift Allowable Loads With Allowable Loads with Code ~� m� No. Ga To Avg Lateral 8dx1'/2" Lateral 8dx1'/2' Ref. ��� To To Ult Uplift Nails Uplift Nails H11Z Rafters/ Plates Studs (1331160) (133& (133/160) (133& Truss (133) (1G0) Ft F2 160) (133) (160) F, Fz 160) '� 1 its �► H1 18 6-8tlx1'/z 4-8d — 1958 490 585 485 165 455 400 400 415 140 370 H2 18 5-8d — 5-8d 1040 335 ;335 — — 335 230 230 — 230 82 j40 ®I z H2.5 18 5-8d 5-8d — 1300 415 415 150 150 415 365 365 130 130 365 / ®� °!S H2.5A 18 5-8d 5-8d — 1793 600 600 110 110 480 520 535 110 110 480 160 ®I17 z C H3 18 4 8d 4 8d — 1433 455 455 125 160 415 32 3320 105 140 1 290 CM 40, H4 20 4-8d 4-8d — 1144 360 360 165 160 360 235 235 140 135 235 gp 140 " o H5 18 4_-8d 4-8d — 1485 455_ 465 115 200 455 265 26_5 100 170 265 sMPso m 1 H5A 18 3-8d 3-8d — 1500 350 420 115 180 290 245 245 100 120 170 160 m m N z _A, H6 16 8-8d 8-8tl 3983 915 950 650 — — 785 820 560 — — 5,41 I N H8 18 5 10dx1'/z 5-1 0dx11h — 2422 620 745 — — — 530 565 — — — 17D H14 5tsh6 _ H9KT 18 4-SDS'/4x1'/2 5-SDS'/4x11/2 — 2812 875 875 680 125 — 755 755 680 125 — H10 18 8-86x11/2 8-8dxl1/2 — 3135 905 990 585 525 780 850 505 450 — 9 N H10R 18 8 8dx11/2 8-8dx11/2 — 3135 905 990 585 525 780 850 505 450 — H10 2 18 1 6-1 Od 6-1 Od — 2447 760_ 760 455 395 — 655 655 390 340 — 6,38W. H11Z 18 6-16dx2l/2 6-16dx2l/2 — 5097 830 830 525 760 — 715 715 450 655 — 43/8" U 1�12-8dxll/2 13-8d — 4197 1350 1350 515 �211 — 1050 1050 490 245 — 170H14 i8 2012-8dxl V/ 15-8tl — 4380 1350 1350 515 — 1050 11050 480 1245 1 C, 73/8' 1.Loads have been increased 33%and 60%for earthquake or wind loading 4.When cross-grain bending or cross-grain tension cannot be avoided, (` with no further increase allowed;reduce where other loads govern. mechanical reinforcement to resist such forces should be considered. H14 2.Allowable loads are for one anchor.A minimum rafter thickness of 21h" 5.Hurricane Ties are shown installed on the outside of the wall for clarity. Profile must be used when framing anchors are installed on each side of the Installation on the inside of the wall is acceptable.For a Continuous joist and on the same side of the plate. Load Path,connections must be on same side of the wall. 3.Allowable uplift load for stud to bottom plate installation is 400 Ibs(H2.5); 6.Southern Pine allowable loads for H14.1465 Ihs(1331160), 390 Ibs(H2.5A);360 Ibs(H4)and 310 Ibs(H8). 560 Ibs(F1 Lateral 1331160)and 285 Ibs(Fz Lateral 133/160). 136 ��3/4"�' FRAMINGANGLES LTP4/LTP5/A34/A35AND PLATES NEW?The new, larger LTP5 spans subtloor at the top of the i��ts'•1.7� 1 " t —��I blocking or rim joist.The embossments enhance performance /ts" I/s° a Z and the min/max nailing option allows for design flexibility. I N� The LTP4 Lateral Tie Plate transfers shear forces for top plate-to-rim joist or blocking connections.Nail holes are spaced to prevent wood splitting for single and double top ° 2'� ` m 7 0 plate applications.May be installed over plywood sheathing. 0 The A35 anchor's exclusive bending slot allows instant, I U, ` s'7•" accurate field bends for all two-and three-way ties.Balanced, m 0 dE aF o completely reversible design permits the A35 to secure a ° aE�°� m NOUryF 11� I U3 I 0 great variety of connections. A34 0 m MATERIAL:LTP4/LTP5-20 gauge;all others-18 gauge a m o 0 `�' I 0 FINISH:Galvanized.Some products available in stainless P, 9 m I 0 steel or Z-MAX;see Corrosion Resistance,page 5. INSTALLATION:•Use all specified fasteners.See General Notes. A35 LTP5 •A34—Use 8-8dx11/2"nails. •A35—Use 12-8dx11/2"nails. •A35—Use 9-8dx11/2"nails for connection types Al,E,C1. r 3" •A35—Bend one time only. m •LTP4—Use 12-8dx1112"nails. JP4 m •LTP5—Use 12-8dx1112"nails;G Max use 14-8dx11/2'nails. CODES:See page 10 for Code Listing Key Chart. o m a''A .r-p�pTE LINE 0 Studs to Plate A35 Installed m m Will B Leg over 1"foamboard Beam to Posts A and B Outside See note 5. Legs Outside m LTP4 Joists to Plate with A Leg Inside �F1 ° A34 Chimney Framing - 1A1 Ceiling Joists to Beam Joists to Beams t Cy IAA DF/SP SPF/HF Model Type of Direction Allowable Loads Allowable Loads Code f No. Connec of Load Floor Roof Floor Roof Ref. D lion (100) (125) (133/160) (100) (125) (133/160) A34 1❑ 171 345 365 365 295 315 315 F21 A35 Fz 280 280 280 240 240 240 [31 A35 A1,E 260 320 335 225 275 290 0 1 01 170 170 170 145 145 145 ,339, w �3 Az 260 320 345 225 275 290 z 88,140 0 R A35 Cz 260 315 315 225 270 270 } F +r D 150 150 150 130 130 130 H G IJ z cn F1 450 450 450 450 450 450 F2 515 '645 685 450 555 600 .r' A35F Deleted—see LTP4 and LTP5,. o G 515 645 670 445 555 595 LTP4 ❑5 J 515 645 670 445 555 595 6'978' LTP4 attaching H 515 645 670 445 555 595 Top Plates to G 520 595 595 445 510 510 LTP4 Installed over Rim Joist o G Nlax 610 630 630 525 540 540 LTP5 160 Plywood Sheathing N J 520 555 555 445 475 475 H _520 555 555 445 475 475 — 1.Allowable loads are for one anchor.When anchors are installed on each side of the joist,the minimum joist thickness is T. 2.Roof loads are 125%of floor loads unless limited by other criteria. �Fi -- 3.Some illustrations show connections that could cause cross-grain tension or bending of the wood during loading if not reinforced © .---� G Ij sufficiently.In this case,mechanical reinforcement should be considered. 4.G and H direction only:L LTP5 lnstalledTP4 can be installed over 3/a°plywood ° !l ° with 8dx11/2'nails and achieve.72 of the listed load,or over 1/z"and over Plywood e�) achieve.64 of the listed load.8d commons will achieve 100%load. Sheathing 5.A35 installed over 1'foamboard has a load of 170 Ibs(100)and F2 215 Ibs(125)in an F1 direction of load. ®A35 6.The LTP5 may be installed over sheathing up to 1/2"thick with no reduction in load. 140 8/1COMcheck Software Version 3.6.0 ' Envelope Compliance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: DENTIST OFFICE Construction Site: Owner/Agent: Designer/Contractor: CORNER OF BAY ROAD AND WLKER LANE DR.DAVID PARSONS DAN VALENTE 12804 DR.DAVID PARSONS VALENTE HOMES,INC. BAY ROAD 50 COUNTRY CLUB ROAD QUEENSBURY,NY 12804 QUEENSBURY,NY 12804 518-798-5200 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 Vertical Glazing/Wall Area Pct.: 10% r1 r P Building Type Floor Area Medical and Clinical Care 3077 Section 3: Requirements Checklist Envelope PASSES:Design 8%better Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Roof 1:All-Wood Joist/Rafter/Truss 3077 38.0 0.0 0.028 0.051 Exterior Wall 1:Wood Frame,Any Spacing 2260 19.0 0.0 0.068 0.074 Window 1:Wood Frame:Double Pane with Low-E,Reflective, 198 -- --- 0.340 0.520 SHGC 0.31,PF 0.52 Door 1:Glass(>50%glazing),Reflective,SHGC 0.24,PF 0.52 27 -- --- 0.340 0.520 Door 2:Solid(<=50%glazing) 13 --- — 0.069 0.120 Door 3:Solid(<=50%glazing) 13 --- --- 0.069 0.120 Basement Wall 1:Solid Concrete or Masonry<=8",Furring:Wood, 1137 0.0 11.0 0.078 0.098 Wall Ht 5.0,Depth B.G.5.0 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification,and Vapor Retarder Requirements: 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. 2. Windows,doors,and skylights certified as meeting leakage requirements. 3. Component R-values&U-factors labeled as certified. 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. 5. Fireplaces installed with tight fitting non-combustible fireplace doors. Lj 6. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. Ej 7. Cargo doors and loading dock doors are weather sealed. Project Title: DENTIST OFFICE Report date: 12/17/08 Data filename: C:\Program Files\Check\COMcheck\PARSONS.cck Page 1 of 9 Ll 8. Recessed lighting fixtures are:(i)Type IC rated and sealed or gasketed;or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. ❑ 9. Vapor retarder installed. Section 4: Compliance Statement 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 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.6.0 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 plans or specifications are in compliance with this Code. Name-Title Signature Date �'6V!CWC30 r3Y: G. PFTER JENSEN 17 %BEST ROAD SOUTH GLENS FALLS �Y2�/IJ� NZW1 YORK 12803 (518)798-3859 J i cc CY ��' r► M ti -P 026.010 P� 0 qTF OF t4ri* Project Title: DENTIST OFFICE Report date: 12/17/08 Data filename:C:\Program Files\Check\COMcheck\PARSONS.cck Page 2 of 9 COMcheck Software Version 3.6.0 Interior Lighting and Power Compliance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: DENTIST OFFICE Construction Site: Owner/Agent: Designer/Contractor: CORNER OF BAY ROAD AND WLKER LANE DR.DAVID PARSONS DAN VALENTE 12804 DR.DAVID PARSONS VALENTE HOMES,INC. BAY ROAD 50 COUNTRY CLUB ROAD QUEENSBURY,NY 12804 QUEENSBURY,NY 12804 518-798-5200 Section 2: General Information Building Use Description by: Building Type Floor Area Medical and Clinical Care 3077 Section 3: Requirements Checklist Interior Lighting: 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 3692 3312 YES 2. Exit signs 5 Watts or less per side. Exterior Lighting: ❑ 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls, Switching, and Wiring: O 4. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. 5. Master switch at entry to hotel/motel guest room. 6. Individual dwelling units separately metered. 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storeroom,restroom,public lobby or guest room; Areas that use less than 0.6 Watts/sq.ft. Lj 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Areas with only one luminaire,corridors,storerooms,restrooms,or public lobbies. Project Title: DENTIST OFFICE Report date: 12/17/08 Data filename: C:\Program Files\Check\COMcheck\PARSONS.cck Page 3 of 9 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. 10.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. I l.Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement 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 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.6.0 and to comply with the mandatory requirements in the Requirements Checklist. �n Name-Title Signature Date RE gy" G. PETER JENSEN 17 WEST ROAD SOUTH GLENS FALLS NEW YORK 12803 (518) 798-3859 J �SVkEO A Q�-1 ER A A e L � 02g.02o } rqT f o Ne.0.4 Project Title: DENTIST OFFICE Report date: 12/17/08 Data filename:C:\Program Files\Check\COMcheck\PARSONS.cck Page 4 of 9 COMcheck Software Version 3.6.0 Interior Lighting Application Worksheet 2007 New York Energy Conservation Construction Code Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts/ft2 Medical and Clinical Care 3077 1.2 3692 Total Allowed Watts= 3692 Section 2: Proposed Lighting Power Calculation A B C D E Fixture ID: Description I Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Medical and GiiinIca, i30TT sy:ft.) . Linear Fluorescent 1:48"T8 32W(Super T8)/Premium efficiency 2 23 64 1472 Compact Fluorescent 1:Spiral 15W/Electronic 1 46 40 1840 Total Proposed Watts= 3312 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 3692 Total Proposed Watts= 3312 Project Compliance= 380 Interior Lighting PASSES, Design 10%better than code.Title: DENTIST OFFICE Report date: 12/17/08 Data filename:C:\Program Files\Check\COMcheck\PARSONS.cck Page 5 of 9 COMcheck Software Version 3.6.0 Mechanical Compliance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: DENTIST OFFICE Construction Site: Owner/Agent: Designer/Contractor: CORNER OF BAY ROAD AND WLKER LANE DR.DAVID PARSONS DAN VALENTE 12804 DR.DAVID PARSONS VALENTE HOMES,INC. BAY ROAD 50 COUNTRY CLUB ROAD QUEENSBURY,NY 12804 QUEENSBURY,NY 12804 518-798-5200 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 Section 3: Mechanical Systems List Quantity System Type&Description 1 HVAC System 1:Heating:Central Furnace,Gas/Cooling:Packaged Terminal Unit,Capacity 7000 Btu/h, Air-Cooled Condenser/Single Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : ❑ 1. Equipment minimum efficiency:Packaged Terminal DX Unit:11.0 EER 2. Newly purchased cooling equipment meets the cooling efficiency requirements Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Load calculations per 2001 ASHRAE Fundamentals ❑ 2. Plant equipment and system capacity no greater than needed to meet loads - Exception:Standby equipment automatically off when primary system is operating - Exception:Multiple units controlled to sequence operation as a function of load ❑ 3. Minimum one temperature control device per system 4. Minimum one humidity control device per installed humidification/dehumidification system 5. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm 6. Outside-air source for ventilation;system capable of reducing OSA to required minimum ❑ 7. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception:Ducts located within equipment Exception:Ducts with interior and exterior temperature difference not exceeding 15 degrees F. 8. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181 B tapes and mastics - Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification 9. Mechanical fasteners and sealants used to connect ducts and air distribution equipment Project Title: DENTIST OFFICE Report date: 12/17/08 Data filename:C:\Program Files\Check\COMcheck\PARSONS.cck Page 6 of 9 Cj 10.Operation and maintenance manual provided to building owner ❑ 11.Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State ❑ 12.Thermostatic controls have 5 degrees F deadband - Exception:Thermostats requiring manual changeover between heating and cooling - Exception:Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. 13.Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement 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 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.6.0 and to comply with the mandatory requirements in the Requirements Checklist. ) 11 Name-Title Signature Date �LCV�EwrD �Y% G. PETER JENSEN 17 V'JEST ROAD SOUTH GLENS FALLS NEW YORK 12803 (518) 798-3859 'SAED ARC �O\� Q�-1ER JFNS x ? CY F� a A r ti 02g02o �- qrF OF NEVr Project Title: DENTIST OFFICE Report date: 12/17/08 Data filename:C:\Program Files\Check\COMcheck\PARSONS.cck Page 7 of 9 COMcheck Software Version 3.6.0 Mechanical Requirements Description 2007 New York Energy Conservation Construction Code The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified heating and/or cooling equipment is covered by the 2007 New York Energy Conservation Construction Code and must meet the following minimum efficiency:Packaged Terminal DX Unit:11.0 EER 2. The specified cooling equipment is covered by Federal minimum efficiency requirements.New equipment of this type can be assumed to meet or exceed 2007 New York Energy Conservation Construction Code requirements for equipment efficiency. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads.A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. - Exception:The equipment and/or system capacity may be greater than calculated loads for standby purposes.Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Exception:Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 6. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 7. Air ducts must be insulated to the following levels:a)Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics,crawl spaces, unheated basements,and unheated garages.b)Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c)When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. Exception:Duct insulation is not required on ducts located within equipment. Exception:Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. 8. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181 B. - Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification. 9. 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. 10. 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 actions b)equipment operation and maintenance manuals c)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 comments d)complete narrative of how each system is intended to operate. 11. 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. 12. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadband(a range of temperature where no heating or cooling is provided). - Exception:Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. Project Title: DENTIST OFFICE Report date: 12/17/08 Data filename:C:\Program Files\Check\COMcheck\PARSONS.cck Page 8 of 9 Exception:Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. 13. 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. - Exception:Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade. - Exception:Ventilation systems serving unconditioned spaces. Project Title: DENTIST OFFICE Report date: 12/17/08 Data filename:C:\Program Files\Check\COMcheck\PARSONS.cck Page 9 of 9