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2007-016
TOWN OFQ UEENSBURY c� - 742 Bay yltoad, Queensbury, NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20070016 Date Issued: Wednesday, May 30, 2007 This is to certify that work requested to be done as shown by Permit Number P20070016 has been completed. Tax Map Number. 523400-297-008-0001-020-000-0000 Location: 527 QUEENSBURY Ave Owner. T J UPSTATE PROPERTIES, LLC Applicant T J UPSTATE PROPERTIES, LLC This structure may be occupied as a: Commercial Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the (�� property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals bythe pp Director of Building & Code Enforcement Planning Board or Zoning Board of Appeals. l TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070016 Tax Map No: Application Number: 523400-297-008-0001-020-000-0000 Permission is hereby granted to: For property located at: T J UPSTATE PROPERTIES, LLC 527 QUEENSBURY Ave A20070016 in the Town of Queensbury, to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value $18,000.00 Owner Address: T J UPSTATE PROPERTIES, LLC 527 QUEENSBURY Ave Commercial Addition QUEENSBURY, NY 12804-0000 Total Value Contractor or Builder's Name / Address Plans & Specifications Electrical Inspection Agency $18,000.00 2007-016 867 SQ FT COMMERCIAL ADDITION $121.38 PERMIT FEE PAID - THIS PERMIT EXPIRES: Friday, January 25, 2008 (If a longer period is required, an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To SIGNED BY anuary 25, 2007 for the Town of Queensbury. Director of Building & Code Enforcement 00000 2? 7.3 ii 2 OFFICE • ..................... ' U E USE ONLY .......,.& e...,,......- 0000000 TAX MAP r ; FEES: PER PERMIT NO, • ? — ©/ � iEICEItt �'� ��., Tt ----_._ENGINEERING � ' {..� litj (If $i�Rllle)r� t BUILDING AND CODE APPLICATION FOR ZONING APPROVAL & B A IIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO BUILDING PERMIT REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER:_L2�ir,,"rte .44(OWNER: /ooc> ADDRESS: PRINCIPAL STRUCTURE: ADDRESS: d 7 PHONE f S,--` CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: /o PHONE:S � LOCATION OF PROPERTY: SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REWIRED BELOW: ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? JVA ARE THERE EASEMENTS ON PR ERV? N� /y I acknowledge no construction actfttitles Shin be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true, end 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 -built survey by a licensed land surveyor of ail newly constructed facilities prior to Issuance of a certificate of occupancy. I have read and agree tothe above. Signed Direpr pf.,li.* ;.761- (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 Applicant to erect or alter the building described herein in accordance with said Application: BUILDING & CODES APPROVAL DATE • • • • • • • • • • • • • 0 This application / proposed action described herein is found to be in accordance with the zoning Laws of the Town of Queenebufy. ZONING APPROVAL. DATE QUESTIONS ? CALL 761425S Olt num •r rr yv). Community Development Office own of Queensbury • 742 Bay Road • Queensbury, New York •12804 'Marilyn Ryba, Executive Director • David Hatin, Director of Building & Codes Craig Brown, Zoning Administrator I DOW SCHEDULE JOB SITE/ADDRESS: S.? 7 4.4,44.,s / j 4 DATE: Pee-al:`.s454.414/449 Cv-Alpo,vi,4.L-3- Z..`OWNER: .�F�s APPLICATION NO.. WINDOW UNIT OR WINDOW WINDOWSTOCK NO. 0ITER MANUFACTURER NUMBER SQ.FT. SQ /C ON PLAN NAME MODEL/TYPE CALL VENT EGRESS/CLEAR SIZE OPENING Cc,,_ .2 4 A Chluotd- ROUGH OPENING WIDTH ROUGH OPENING HEIGHT ZECEIVED JAN, -1 0 REC'D ;TOWN OF QUEENSBURY BUILDING AND CODE J:z C/o CLEAR OPENING WIDTH IN INCHES ,Q9" 4'/ O /3,S' 6iS a446, CLEAR OPENING HEIGHT IN INCHES 137 • SPECIAL HARDWARE OR INSTRUCTIONS 1M. 94# 44i 16t4ss 4 Community Development Office own of Queensbury • 742 Bay Road • Queensbury, New York •12804 Marilyn Ryba, Executive Director • David Hatin, Director of Building & Codes Craig Brown, Zoning Administrator BUILDING PERMIT CALCULATION SHEET: NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS HABITABLE ROOM AREA OF ROOM IN ACTUAL LIGHT REQUIRED ACTUAL SQUARE FOOT SQUARE FEET SQUARE FOOTAGE VENTILATION -4% VENTILATION OPENING FOR OF ROOM AREA SQUARE FOOTAGE EGRESS o 1- 1 / J 3 /4, 4 7, 7- a 606 o / 5 3 U, 1%. `%a 027 .% 991 /3,5- (<' 4111. REMARKS QUESTIONS ? CALL 761-8256 OR EMAIL codes[dtaueenaburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.auenlburv.net Inspection for Permit to Occupy Permit No eo-o/-6 Fire Marshal's Office Request Recd Town of Queensbury 742 Bay Road Queensbury, NY 12804 Scheduled Inspection Date: 6/*/0 Time: 3 -Sv //77 Phone: (518) 761-8206 Business Name:/�r1f/O/17 ,0' 1074. Fax: (518) 745-4437 Location:, 7 4aY-e-01,5'14) Type of Inspection N/A Yes No EXITS: Exit Access Exit Enclosure Exit Discharge EVAC Plan - AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign - normal Sign - battery EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hung Inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM X Fan Shutdown Fire Sprinkler System Fire Suppression - kitchen Fire Suppression - Gas Island Hood Installation Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection Fire Lane F.D. Signage - Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan COMMENTS Approved (If no other approvals apply, the B & C Office will issue the Certificate of Occupancy) ❑ Denied o Cali for Recheck L:\FlreMarshal\insptopermitto occupyform.doc rid . Corllmercial Final Inspection p n eport Office No.: (518) 761-8256 Date Inspection Queensbury Building & Code Enforcement Arrive: 742 Bay Road, Queensbury, NY2804 Inspector's Initial NAME: 1- )ps/c4-e_. LOCATION: �Ave _ DAT PE ed: Depart: COMMENTS: L:\Building & Codes Forms\Building & Codes\Inspection Forms\Commercial Final Inspection Report.doc Y N NA Chimney / "B" Vent / Direct Vent Location Plumbing Vent Through Roof 6" / Roof Complete / Y Exterior Finish / Grade Complete 6" in 10' or Equivalent Interior / Exterior Guardrails 42 in. Platform / Decks Interior / Exterior Ballisters 4 in. Spacing Platform / Decks Stair Handrail 34 in. — 38 in. / Step Risers 7" / Treads 11" Vestibules For Exit doors > 3000 sq. ft. All Doors 36 in. w/Lever Handles / Panic Hardware, if required Exits At Grade Or Platform 36 (w) x 44" (1)/Canopy or Equiv. Gas Valve Shut-off Exposed & Regulator (18") Above Grade Floor Bathroom Watertight / Other Floors Okay Relief Valve, Heat Trap / Water Temp. 110 Degrees Maximum 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 %2 doors > 10% > 1000 sq. ft. 3/4 Hour Corridor Doors & Closers `// Firewalls / Fire Separation, 2 Hour, 3 Hour Complete / Fire Dampers / Fire Doors Ceiling Fire Stopping, 3,000 sq. ft. Wood Frame Attic Access 30" x 20" x 30" (h), Crawl Space Access 18" x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage / Shaft Sealed Handicapped Bathroom Grab Bars / Sinks / Toilets Handicapped Bath / Parking Lot Signage _ 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 b 20 / Driveable Sur e 20' wide Okay To Issue Temp. vow1ermanent C/O Okay To Issue C/C L:\Building & Codes Forms\Building & Codes\Inspection Forms\Commercial Final Inspection Report.doc CSDAY. Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection req Queensbury Building & Code Enforcement Arrive 742 Bay Road, Queensbury, NY 12804 Inspector's Initi NAME: LOCATION: AV e COMMENTS: t 13 pec M- VPaorts WittY L:\Building & Codes Forms\Building & Codes\Inspection Forms\Commercial Final Inspection Report.doc •s?—.0tA 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 Bailisters 4 in. Spacing Platform / Decks,/-, — Stair Handrail 34 in. — 38 in. / Step Risers 7" / Treads 11" ✓ Vestibules For Exit doors > 3000 sq. ft. / All Doors 36 in. w/Lever Handles / Panic Hardware, if required ,✓ Exits At Grade Or Platform 36 (w) x 44" (1)/Canopy or Equiv. Gas Valve Shut-off Exposed & Regulator (18") Above Grade / Floor Bathroom Watertight / Other Floors Okaj 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 Y2 doors > 10% > 1000 sq. ft. 3/4 Hour Corridor Doors & Closers Firewalls / Fire Separation, 2 Hour, 3 Hour Complete / Fire Dampers / Fire Doors J Ceiling Fire Stopping, 3,000 sq. ft. Wood Frame Attic Access 30" x 20" x 30" (h), Crawl Space Access 18" x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage / Shaft Sealed Handicapped Bathroom Grab Bars / Sinks / Toilets Handicapped Bath / Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp / Handrails Continuous/12 in. Beyond [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 Okay To Issue Temp. or Permanent C/O Okay To Issue C/C _ COMMENTS: t 13 pec M- VPaorts WittY L:\Building & Codes Forms\Building & Codes\Inspection Forms\Commercial Final Inspection Report.doc •s?—.0tA Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Road, Queensbury, NY 12804 Date Inspection reque Arrive: 1O Inspector's Initials: NAME: P IT #: O7 -l)1 CD LOCATION: ?21` L)FFA 40R JE.. IN ECT ON: g -15-c 7 TYPE OF STRUCTURE: COMMENTS: tTL R— t3 l3R L4) ‘t)Cu L:\Pam Whiting\Building & Codcs\lnspection Forrns\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15, 2005 Y N N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above hi_g_hest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes Insulation / Residential Check / Commercial Check Proper Vent, Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: tTL R— t3 l3R L4) ‘t)Cu L:\Pam Whiting\Building & Codcs\lnspection Forrns\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15, 2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re. - d: Queensbury Building & Code Enforcement Arrive: • 1110) P -part: _" f'n 742 Bay Road, Queensbury, NY 12804 Inspector's Init' NAME: E, TEAR 16a PERMIT #: 07 —cc � LOCATION: �j z L v F�v� , W\ F INSPECT ON: g— t5 01 TYPE OF STRUCTURE: COMMENTS oF�tL� 610•e_GF S�P�R-Ctc� L,� RLQ OV -1 RC- QE Fik)1 \ CE1LtOG0 i� E41E-toR QflRrivtOtJ t LrJI Rt2 Ftp -VbPb v?t, P D)TSlV E - v„ ---),ALL TCP UJALLc N/A Framing VN 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 Headroom 6 ft. 8 in. Notches / Holes / Bearing Walls Metal Strapping for Notches Top Plate 1 `/z (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center /Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Y�ARTt•IaL pre wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. / v Garage Fire Separation House side Y2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space / Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade 5.0 sf grade COMMENTS oF�tL� 610•e_GF S�P�R-Ctc� L,� RLQ OV -1 RC- QE Fik)1 \ CE1LtOG0 i� E41E-toR QflRrivtOtJ t LrJI Rt2 Ftp -VbPb v?t, P D)TSlV E - v„ ---),ALL TCP UJALLc Office No. (518) 761-8256 Queensbury Building & Code Enforcement Arrive: > d am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Foundation Inspection Report Date Ins ion request received: Inspector's Initials: NAME: 4/4/7P/..re) PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: /6 Comments, /4 ASA p12hr Le ,,k" {mo I Dt- /v L:\Building & Codes Forms\Bulkrmg & Codes\Inspection FormAFoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Y Ni` za. 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 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. /6 Comments, /4 ASA p12hr Le ,,k" {mo I Dt- /v L:\Building & Codes Forms\Bulkrmg & Codes\Inspection FormAFoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /Z_. ///C--)�/5—/0 Foundation Inspection Repo Office No. (518) 761-8256 Date Inspecion request received: Queensbury Building & Code Enforcement Arrive: %i3-) am/pnp.. , Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's initials: NAME: I : PERMIT #: LOCATION:7 �( INSPECT ON: TYPE OF STRUCTURE: V)RE j Y /� . Footings ) t/ Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation / Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC / Cast / Copper Foundation Insulation Interior / Exterior R - Rough Grade 6 inch drop within 10 ft. Comments c„4 L:\Building & Codes Forms\Buildinq & Codes\Inspection Forms\Foundatlm► Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: 02/60 am/p Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: W NAME: LOCATION: -rAfr gyre, TYPE OF STRUCTURE: Co L:\Building & Codes Forms\Building & Codes\Inspec tion Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Y N NIA 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 Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC / Cast / Copper Foundation Insulation Interior / Exterior R - Rough Grade 6 inch drop within 10 ft. Co L:\Building & Codes Forms\Building & Codes\Inspec tion Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: /9 '4') am/pm Depart: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: LOCATION: TYPE OF STRUCTURE: 1 -1/47 - fes' rr se) am/pm PERMIT #: G 7 - INSPECT INSPECT ON: COMMENTS FL- '.--Cory-7/1,5 --Rod / ;4iL.tee A A'- )/- N N/A Framing 7 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 Headroom 6 ft. 8 in. Notches / Holes / Bearing Walls Metal Strapping for Notches Top Plate 1 1/2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and 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 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space / Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade 5.0 sf grade am/pm PERMIT #: G 7 - INSPECT INSPECT ON: COMMENTS FL- '.--Cory-7/1,5 --Rod / ;4iL.tee A A'- Rough lumping / Insulation Inspection Report Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Road, Queensbury, NY 12804 Date Inspection request Arrive: :'2D a Inspector's Initial 3ti am/ NAME: /.3. PER #: O 7!Z LOCATION: "0 7 R 4 Ile . INSPECT ON: TYPE OF STRUCTURE: l Y N N/A Rough Plumbing l Nail Plates ri jng Ve / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test in ent. P . • r 10 ft. above highest connection for 15 minutes ressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes Insulation / Residential Check / Commercial Check Proper Vent, Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: L:\Pam Whiting\Building & CodesVnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15, 2005 • /0-P 3/2-/07. Framing / Firestop ing Inspection Report Office No. (518) 761-8256 Date Ins.ection re Queensbury Building & Code Enforcement Arrive: 742 Bay Road, Queensbury, NY 12804 Inspector's Ini NAME: LL V Srr 1b/O LOCATION: 3-2_?--� YPE OF STRUCTURE: i PERMIT #: INSPECT ON: \ \ Y N N/A Framing is Access 12" x 30" minimum J Y Jack Studs / Headers Bracing / Bridging Joist hangers Jack Posts / Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more /// / �/ 1:// Headroom 6 ft. 8 in. ✓ Notches / Holes / Bearing Walls Metal Strapping for Notches Top Plate 1 '/2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour /irewall2, 3, 4 hour / topping'Ir iS0 t 0 e-- Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space / Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade 5.0 sf grade COMMENTS \ \t TO Occ72 Z �� C'l.©cam GE-\ -u b Stair run installed Ceiling joists ins a led. Ledgerrnstafled over type "x" gwb. PBC Field Report Project: Premium Building Components, Field Report No: 1 of 3 Queensbury, New York Contract: General Trades Date: 2/9/07 % of Completion: 40% Work in Progress: 1. Construction of floor joists. 2. Fire barrier below floor joist installed (Type "x" GWB) installed on 2 x 4 furring strips. 3. Ledger at exterior wall installed. 4. Spread footing excavated and rebar place. Concrete pour 2/9/07.4000 psi per truck invoice. Observations: (note: date on camera is incorrect) Excavation for spread footing w/ rebar placed. Ledger beam at exterior wall - anchor bolts installed - joist hangers installed - Type "x" GWB being installed. - Type "x" GWB installed per documents (1 hr assembly) - Beams installed at stair opening - Web stiffeners installed - floor assembly shown - center beam wl column cap General Notes: - Field information verified with construction documents. - Owner to submit to Building department, final layout of floor joists and beams as provided by Floor joist manufacturer with a NYS licensed engineers stamp of approval. (Per construction documents) - Attached copy final pour documentation of concrete. Question or Comments, call 745 - 7582 Jeffrey A. Doak [1 .) :144 ) DATE "' 1 ' ' ......'!?`:,l '..1 7. --ribkET1Nd. :i is 0.l::•'2. CUST. ID >E'... ORDER NO. C.i!;.311;!' •,.:I 1'' I'••. SEE TERMS AND CONDITIONS ON REVERSE SIDE CUSTOMER NAME/ADDRESS :1.:A i:1 t P E T i '. .1 PURCHASE ORDER NO. sit.,'•? S:,'C Fi.1::::>.,'. j:00t; MAP PAGE (.iiaX.1 UNIT/MEASURE +•, r'. _ ,,� . ---r'". SLUMP is :: ., Th ' LOADS TO JOB n Vic (' Y .I PRICE/UNIT i'(•I.. !.a iii ').. ('){I :i. f..-1„ (Ci lr'i , (i. :I. I'?` , (11:1 f I TOTAL .. TO JOB :1.. eg-f.) *;?C„. EXTENDED J- (!)., !':.';(,;:.i !:(%IE'i 0 .. (Citi �s.,,.:.1 1 i„l...r t'il.) PRODUCT ID 1-(_` rrOF' 3fJ , '1.....:1.11..( -Yr i-; l 7 9::: C: P.(7.(::1. (.:'''1'1 QUANTITY 1... 110 1. ,. (.'1(;.-:i •. 00.'•:. 1.,t�i0 l'I(:)•i 'RE PRODUCT DESCRIPTION - - i'1{:�::: ('; •'t':i i l'I i',' (.I '_ 1 1.k!.....) 1 `31.i i (::.1 .1 .,:k i • I j{ _ 4 ) _ -- ._ .. .-..___—.,__ 1 `t1.1re_1 t:.11t.i I 1 I-t?'li7 .-;?Th-Y _tii:•(:)hl',:i.I Cit.. F. f''C)Fi: f !'J).7E1.,1 L (:)F?T 1 (:_- h._....__ W; TING TIME CHARGED AFTER 6 MINUTES PER YARD LV PL\ . i AT JOB TART PDDR ��r, STOP PO 4 ,LEAVE JON r ARI PLANT T t , T i • LANT WATER JOB WATER SLUMP TEST AIR TEST SUB -TOTAL t: FREIGHT SALES TAX AL PRICE i..": BALANCE DUE y 0 rd ., !1'..;(%i a �; ._`� :I, a. �.; / +( �} l}r? I:AR 'I1 V IRRITA!101 10 ,,ctc nl t i ina r np r eyeowlet-lion rr inch tt,erot ahs!•,,••!,••.•,- r, ld , „ at,ay. � Qm!prr4r oW rs f8 OfWORI CUrh, Ma.- > t8 Pmpa . 11Gv°".K'9e to £kl`. tr EYES ronin rs ! or11"rrl ( Hent i •an 777171,71 n ,r-- -7 ti r-- c Io In C35p ,i :ont t o • �1 u y,, ti i('•.il#i rpe•, to oet nlett,n.e. +.n N ,v,- K.• {, - � n �- :,.�,: ' ;.�, - , -: 1'y3 all T85ponslblIity VUCks U.,_:7,.., kl9 88,:•:jo yo. -lawns 'pet fat or private ' � RBn�, s= - - AUTHORI Es CNA RE\ /� .. / � RECO BYOvtINE:� OR OWNER'S 'RESE T(VE :THIS- DONOR HAS B ACCORDANCE W PPLI NO CONTRoi OVER u OP CANNOT GUARANTEE OR ASSUME' RNISHED WORK FOR WHICH ITIS /-01'� - _ _ . PRO •RTIONED AND MIXED IN E SPECT S.WE HAVE THIS CONc•1 WE THEREFORE RESPONSIBILITY FOR THE USED. h — ri r•. w gooloir e//;;C:��;��:.'..';.:<lt',.':.::C•::::.:..:M,��<;,;.C•.',Ct'.:.',c:\C:.,;•:..t....\�:�.�.�,.s�.v�.�:\�;�•�\.:�.v�. �\ , , , < '1....,'1,, ;, ., :�.,,'.1, ,. \7 �. �. �. �. ✓. �. �. i �. i. ✓. �. �. �. �. ✓. ✓. �• ✓. ✓. ✓. ✓. ✓Vii• i. �si.�i. �_' isC-i: i. i.�si. i. �i.� i. ,,, k?j MIDDLE DEPARTMENT INSPECTION AGENCY, INC. <<>> <<>> Vee that the electrical wiring to the electrical equipment listed below has been examined and is approved as <<>> O being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date y� noted below and is issued subject to the following conditions. .0 ) Owner: Tony FuscoDate: 04/27/2007 >> O Occupant: Unknown Location: 527 Queensbury Ave. .0 O Queensbury, Warren Co. NY <<;>> 0001 r/ .0 Occupancy: Non—Residential (raj Applicant: Premium B uilding Components .0 ,§ 527 Queensbury Ave V Queensbury, NY <<>> V Ra � Novak >> <<;�) <<)Equipment: -0 >j 9 — Switches, 22 Receptacles; 24 — Fixtures 1 Vent Fan; 4 — 0 Emergency Lig s; - Exit Lights 1 0 0 <<?) Via.. " _' 0 1 (0 1 01- 0�''� � ��€:.�r�b `. kap , : ��:�*""�"'p ��, °`"�'" � �J� 0 1 00 %�) applieswiring equipment immediately appliesonly occupancy C0 This certificate to the electrical to the electrical a ui ment listed null and void. This certificate to the use, occu an and 0 above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a change in the use, occupancy or ownership g ( ) inspection. No warranty is expressed or implied as to the mechanical safety, effi- of the property indicated above, this certificate shall be immediately null and void. C1 ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions, %be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department ��.. %?) system to which this certificate applies be altered in any way, including but not limit- Inspection Agency, Inc. An application for inspection must be submitted to Middle C�>> )j ed to, the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc. to initiate the inspection and revalidation .s. any of the components installed as of the above noted date, this certificate shall be process. A fee will be charged for this service. 4 •�,C , Professional Building Systems Queensbury Ave. Queensbury, NY 12804 Ref: Office addition — 2007 To Whom It May Concern: The above mentioned project dated 4/2007 conforms to the project documents and specifications as permitted by the Town of Queensbury. Re -inspections for final Certificate of Occupancy to be completed by the Town of Queensbury Building Inspector as per items attached to final inspection and owner's notification. Sincerely: Jeffrey A. Doak, Architectural Services 4 � A \\ yrrlueeser Business TJ -Beam® 6.25 Serial Number 7003022046 User: 2 1/22/2007 9:26:48 AM Page 1 Engine Version: 6.25.71 2 Pcs of 1 3/4" x 16" 1.9E Microllam® LVL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a 9' fr Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 13' Primary Load Group - Residential - Living Areas (psf): 50.0 Live,at 100 % duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Steel column 3.50" 1.51" 3135 / 827 / 0 / 3962 L5 None 2 Steel column 1.75" 1.50" 3040 / 802 / 0 / 3842 L5 None -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear (lbs) 3825 -2627 10640 Passed (25%) Rt. end Span 1 under Floor loading Moment (Ft -Lbs) 8905 8905 31114 Passed (29%) MID Span 1 under Floor loading Live Load Defl (in) 0.064 0.233 Passed (L/999+) MID Span 1 under Floor loading Total Load Defl (in) 0.081 0.466 Passed. (L/999+) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:L/480,TL:L1240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 9' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: Copyright ® 2006 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: Howard Ryder PBC Inc. 527 Queensbury Ave. Queensbury, NY 12804 Phone : (518) 798-4009 Fax : (518) 798-3176 hryder@choiceonemail.com 42i l,er4/ _AWr:700302 Business 16" TJI® 560 16" o/c TJ -Beam 6.25 Serial Number: 7003022046 @ 44 Paget Eni/2007 neVesin:625. THIS PRODUCT MEETS OR EXCEEDS THE SET Page 1 Engine Version: 6.25.71 DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 0 25' 6" b Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 50.0 Live at 100 % duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions Width Length (lbs) Live/Dead/Uplift/Total 1 Microllam LVL 3.50" Hanger 855 / 205 / 0 / 1060 beam 2 Microllam LVL 1.75" Hanger 845 / 203 / 0 / 1048 beam Ply Depth Nailing Detail Depth 1 16.00" N/A H1: Top Mount Hanger 1 16.00" N/A H1: Top Mount Hanger -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): H1: Top Mount Hanger HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew Reverse Flanges N/A N/A 1 Top Mount Hanger ITT416 0/12 0 2 Top Mount Hanger ITT416 0/12 0 -Nailing for Support 1: Face: 2-N10 , Top 4-N10 , Member: 2-N10 -Nailing for Support 2: Face: 2-N10 , Top 4-N10 , Member: 2-N10 PROJECT INFORMATION: Top Flange Offset No No Top Flange Slope 0 0 Support Wood Species N/A N/A OPERATOR INFORMATION: Howard Ryder PBC Inc. 527 Queensbury Ave. Queensbury, NY 12804 Phone : (518) 798-4009 Fax : (518) 798-3176 hryder@choiceonemail.com Copyright ° 2006 by Trus Joist, a Weyerhaeuser Business TJI°,TJ-Beam° and Microllam° are registered trademarks of Trus Joist. e -I Joist',Pre and TJ -Pro'" are trademarks of Trus Joist. Simpson Strong -Tie° Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. Other None None A Weyerhaeuser Businecc TJ -Beam® 6.25 Serial Number: 7003022046 User: 2 1/22/2007 9:16:44 AM 16" TJI® 560 @ 16" o/c Page2 EngineVersion:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum 1036 1036 6491 Shear (lbs) Vertical Reaction (lbs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) TJPro Design Control -1036 2710 1036 1725 6491 12925 0.482 0.627 0.598 1.253 36 30 Control Passed (38%) Passed (60%) Passed (50%) Passed (L/624) Passed (L/503) Passed Location Rt. end Span 1 under Floor loading Bearing 2 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 -Deflection Criteria: STANDARD(LL:L/480,TL:U240). -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 7' 2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by beams. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 2.37 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Howard Ryder PBC Inc. 527 Queensbury Ave. Queensbury, NY 12804 Phone : (518) 798-4009 Fax : (518) 798-3176 hryder@choiceonemail.com Copyright ° 2006 by Trus Joist, a Weyerhaeuser Business TJI°,TJ-Beam° and Microllamm are registered trademarks of Trus Joist. e -I Joist', Pro"' and TJ -Pro"' are trademarks of Trus Joist. Simpson Strong -Tie' Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. A W 2 04necc TJ-Beam®6.25 Serial Number: 7003022046 16" TJ I® 560 @ 16" ole User: 2 1/22/2007 9:16:44 AM Page3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 25' 0.75" Max. Vertical Reaction Total (lbs) 1060 1048 Max. Vertical Reaction Live (lbs) 855 845 Selected Bearing Length (in) Max. Untraced Length (in) 86 Loading on all spans, LDF 0.90 , 1.0 Dead Shear at Support (lbs) 201 -201 Max Shear at Support (lbs) 201 -201 Member Reaction (lbs) 201 201 Support Reaction (lbs) 205 203 Moment (Ft -Lbs) 1256 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 1036 -1036 Max Shear at Support (lbs) 1036 -1036 Member Reaction (lbs) 1036 1036 Support Reaction (lbs) 1060 1048 Moment (Ft -Lbs) 6491 Live Deflection (in) 0.482 Total Deflection (in) 0.598 PROJECT INFORMATION: OPERATOR INFORMATION: Howard Ryder PBC Inc. 527 Queensbury Ave. Queensbury, NY 12804 Phone : (518) 798-4009 Fax : (518) 798-3176 hryder@choiceonemail.com Copyright ° 2006 by Trus Joist, a Weyerhaeuser Business TJI°,TJ-Beam° and Microllam® are registered trademarks of Trus Joist. e -I Joist", Pro"' and TJ-Proe" are trademarks of Trus Joist. Simpson Strong -Tie° Connectors is a registered trademark of Simpson Strong -Tie Company, Inc.