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RC-000315-2015 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number: RC-000315-2015 Date Issued: Thursday, March 10, 2016 This is to certify that work requested to be done as shown by Permit Number RC-000315-2015 has been completed. Tax Map Number: 296.15-1-2 Location: 4 GENTRY HILL NORTH Owner: Schermerhom Properties Applicant: Schermerhom Properties This structure may be occupied as a:Townhouse 6 units Bldg# 18 4 Gentry Hill No. By Order of Town Board TOWN OF QUEEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the j Aproperty owner of the responsibility for compliance with Site Plan, /d /&- 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. ftTOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: RC-000315-2015 Tax Map No: 296.15-1-2N A„� �y Permission is hereby granted to: Schetmerhom E Properties R V �'✓ E Lj For property located at: 4 GENTRY HILL NORTH NORTH 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 Owner Address: 536 BAY RD Multi-Family-New $100,000.00 Queensbury,NY 12804 Total Value $100,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Richard Schermerhorn 536 Bay RD,2 Queensbury,NY 12804 Plans&Specifications Townhouse 6 units Bldg# 18 4 Gentry Hill No. PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,November 4,2016 (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 Qu T sda , ve her 10,2015 Q Y SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY 010 TAX MAP NO. PERMITNO. ; FEES: PERMIT (40ECREATI 1, qIOD ENGINEERING , F,, (If applicable) 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. APPLICANTBUILDER: M1EXk J fMAQvP.OWNER: �pYY1 ADDRESS: 6;U9 L5pf Qpq0' ADDRESS: OtAmla{ PHONE NOS. G��I [xo^��. PHONE NOS. CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: r�,�pA14 _PHONE: L 196 ( B& ,LG�� LOCATION OF PROPERTY:�U1LQ1A& z 11b C A 1 , HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? 50*YES ❑ NO 8 IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUROz 0 o p C�7 LL PROJECT f w � LL OJLL w 0 = x Z Q Q :-- Or N 0 L O1-: rr Ei z F- LL LL S 06 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY n M (NO.of UNITS l� TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER Town of Queensbury Community Development Office '742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: C&rrP V_1 Alyv _tpwr4 ESTIMATED CONSTRUCTION COSTA(W,Ocy FUEL TYPE: t4or. `Gms HEAT TYPE: "J'HOW MANY FIREPLACE(S):__.0 _AND/OR WOODSTOVES(S): _ ZONING CATEGORY: DIARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? IAV PROPOSED USE OF BUILDING OR ADDITION: -tOt4.14�0U5r,- ��?!�_eAeMWV ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? 9V ARE THERE EASEMENTS ON PROPERTY? IVl TL "OW4 'Please complete a separate Application for"Fuel Burning Appliances& Chimneys"available in our office 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 agathabove.Signed 4/. / � R��1'�1L101�q' Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoninq Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Town of Queensbury' Community Development Office' 742 Bay Road, Queensbury NY 12804 Office Use Only Town of Queensbury Building & Codes Received: Tax Map ID: FUEL BURNING APPLIANCE &CHIMNEY APPLICATION Permit No.: _ Permit Fee: $ Application is hereby made to the Building & Codes Office for the issuance of a Building & Use Permit pursuant to the NYS Fire Prevention & Building Code. The applicant or owner agrees to comply with all applicable laws,ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. Important Note To Applicant• Rough-In and Final Inspections Are Required Date -)Uwe 14 Owner Installer/Builder Datil & Address Address Phone !r2 X9 Phone Location of proposed construction and/or installation: Al u, -ib wy3AW6S �M Contact Person for Building&Codes Compliance: r;*W_ AI R1W6,K4A#Q, DOVE AfM Subdivision Name: 4JcI Lk, Fuel Burning Appliance Information Wood Coal Pellet Gas Oil Stove Fire lace Insert Fire lace,facto built*— { . Fire lace,Mason Furnace, Gara a Only) If Factory Built, Please Provide: Manufacturer Name: NUAMEModel No. M"3(,0 Listed By: Number. Chimney Information MasonryTM ✓check one _Block Brick Stone Flue ✓check one _Tile _Steel Size in Inches Material ✓check one _Double Wall _Triple Wall _Insulated Direct Vent _Chimney Liner **If Non-Masonry,please provide: Manufacturer Name: Model No. Signatures: Print Name: hh�{� J�J�IGt�J1�y' Signature: Date: 10 nkk&' ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION&BUILDING CODE AND/OR MANUFACTURER REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. , Town of Queensbury-Building and Codes-Fire Marshal 742 Bay Road-(518)761-8256 Building(518)761-8206 Fire Marshal Case Number: RC-000315-2015 Case Module: Permit Inspection Date: 03/10/2016 Inspection Status: Passed Inspector: Mike Palmer Inspection Type: OCC-Inspections Job Address: 4 GENTRY HILL NORTH Parcel Number: 296.15-1-2 Queensbury,NY 12804 Contact Type Company Name Name Architect [Rucinski-Hall Architecture] Contractor Schermerhorn,Richard Applicant [Schermerhorn Properties] Primary Owner [Schermerhorn Properties] Checklist Item Passed Comments Interior Finishes FC803-804-Interior Finishes FC803-804 YES Exit Discharge FC1024&FC1029-Exit Discharge FC1024&FC1029YES Occupancy Cycle-Occupancy Cycle YES R2 No Smoking Signs FC310.3-No Smoking Signs FC310.3 YES CO Detectors FC610-CO Detectors FC610 YES Sprinkler FDC-Sprinkler FDC YES Truss ID Signage FC505.3-TRUSS ID SIGNAGE FC505.3 YES Exit Enclosure FC1020&FC1029-Exit Enclosure FC1020&FC1029 YES Electrical Wiring Enclosed/Labeled FC605.3.1 -Electrical Wiring YES Enclosed/Labeled FC605.3.1 Combustibles in Equipment Rooms FC 315.2.3-Combustibles in YES Equipment Rooms FC 315.2.3 Fire Marshal-Fire Marshal YES Sprinkler System Annual-Sprinkler System Annual YES Clearance to Sprinkler/Ceiling FC315.2.1 18"/24"-Clearance to YES Sprinkler/Ceiling FC315.2.1 18"/24" Emergency Lighting Interior FC1006.3&FC1029.8-Emergency YES Lighting Interior FC1006.3&FC1029.8 Smoke Detectors FC907-Smoke Detectors FC907 YES Exit Access FC1014&FC1029-Exit Access FC1014&FC1029 YES Clearance to Electrical FC 605.3-Clearance to Electrical FC 605.3 YES Knox Box:installed/checked FC506-Knox Box:installed/checked YES FC506 Denny Palmer,Mike(Inspector) • Mar 10,2016 FSS FIRETEK SPRINKLER SYSTEMS, LLC. 58 Hudson River Rd. • Waterford,NY 12188 Phone: (518) 244-3772 Fax: (518) 238-2608 Email: rboucher@fireteksprinkler.com 03/9/16 Mr. Mike Palmer Fire Marshall Town of Queensbury 742 Bay Rd. Queensbury,NY RE: Cottage Hill Apts. 4 Gentry Hill Ln. Queensbury,NY Mike, The installation of the fire sprinkler system, at the above address, has been completed. The system is on and operational. To the best of my knowledge the installation conforms to NFPA 13R. Should you require anything further, please give me a call. Sincerely, Richard E Boucher Vice President COMcheck Software Version 3.9.3 I �� Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: New Townhouse Apartment Construction Site: Owner/Agent: Designer/Contractor: Cottage Hill Drive Schermerhom Residential Holdings Ethan P.Hall Queensbury,NY 12804 536 Bay Road Rucinski Hall Architecture Queensbury,NY 12804 627 Maple Ave 518-798-0674 Saratoga Springs,NY 12866 rich@schermerhomconstruction.com 518-580-1905 ephall@nycap.m.com Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 6a . r. r Building Space Conditioning Type(s): Residential Vertical Glazing/Wall Area Pct.: 11% Activity Type(s) Flo9r Area Multifamily 10621, # Section 3: Requirements Checklist Envelope PASSES: Design code. Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factoryal Perimeter Orientation:NORTH Exterior Wall 3:Wood-Framed, 16"o.c. 1070 21.0 0.0 0.062 0.051 Door 17:Insulated Metal,Swinging 18 - - 0.300 0.500 Door 18:Insulated Metal,Swinging 18 - - 0.300 0.500 Door 19:Insulated Metal,Swinging 18 - - 0.300 0.500 Door 20:Insulated Metal,Swinging 18 - - 0.300 0.500 Door 21:Glass(>50%glazing):Nonmetal Frame,Pert.Type:Other 40 0.290 0.350 testing/cert.Product ID: ,SHGC 0.65(b) Exterior Wall 4:Wood-Framed, 16"o.c. 384 21.0 0.0 0.062 0.051 Orientation: EAST Exterior Wall 1:Wood-Framed, 16"o.c. 1160 21.0 0.0 0.062 0.051 Door 1: Insulated Metal,Swinging 20 - - 0.300 0.500 Door 2: Insulated Metal,Swinging 20 - - 0.300 0.500 Door 3: Insulated Metal,Swinging 20 - - 0.300 0.500 Door 4: Insulated Metal,Swinging 20 - - 0.300 0.500 Door 5: Insulated Metal,Swinging 20 0.300 0.500 Door 6:Insulated Metal,Swinging 20 - - 0.300 0.500 Door 7:Insulated Metal,Swinging 20 - - 0.300 0.500 Door 8:Insulated Metal,Swinging 20 0.300 0.500 Door 9:Insulated Metal,Swinging 20 0.300 0.500 Project Title: New Townhouse Apartment Report date:06/13/14 Data filename:Y:\Schennerhom\Cottage Hill Apartments\6-plex\Cottage Hill-6 plex.cck Page 1 of 11 Door 10:Insulated Metal,Swinging 20 - - 0.300 0.500 Door 11:Insulated Metal,Swinging 20 - - 0.300 0.500 Door 12:Insulated Metal,Swinging 20 - - 0.300 0.500 Exterior Wall 2:Wood-Framed, 16"o.c. 848 21.0 0.0 0.062 0.051 Window 1:Vinyl Frame:Double Pane with Low-E,Pert.Type:Other 186 - - 0.290 0.350 testingloert.Product ID:,SHGC 0.65(b) Orientation:SOUTH Exterior Wall 7:Wood-Framed,16"o.c. 1070 21.0 0.0 0.062 0.051 Door 28:Insulated Metal,Swinging 18 - - 0.300 0.500 Door 29:Insulated Metal,Swinging 18 - - 0.300 0.500 Door 30:Insulated Metal,Swinging 18 - - 0.300 0.500 Door 31:Insulated Metal,Swinging 18 - - 0.300 0.500 Door 32:Glass(>50%glazing):Nonmetal Frame,Pert.Type:Other 40 - - 0.290 0.350 testing/cert.Product ID:,SHGC 0.65(b) Exterior Wall 8:Wood-Framed, 16"o.c. 384 21.0 0.0 0.062 0.051 Orientation:WEST Exterior Wall 5:Wood-Framed,16"o.c. 1160 21.0 0.0 0.062 0.051 Window 2:Vinyl Frame:Double Pane with Low-E,Perf.Type:Other 217 - - 0.290 0.350 testing/cert.Product ID:,SHGC 0.65(b) Door 22:Insulated Metal,Swinging 20 - - 0.300 0.500 Door 23:Insulated Metal,Swinging 20 - - 0.300 0.500 Door 24:Insulated Metal,Swinging 20 - - 0.300 0.500 Door 25:Insulated Metal,Swinging 20 - - 0.300 0.500 Door 26:Insulated Metal,Swinging 20 - - 0.300 0.500 Exterior Wall 6:Wood-Framed,16"o.c. 848 21.0 0.0 0.062 0.051 Window 3:Vinyl Frame:Double Pane with Low-E,Pert.Type:Other 310 - - 0.290 0.350 testing/cert.Product ID:,SHGC 0.65(b) Orientation:UNSPECIFIED ORIENTATION Roof 1:Attic Roof with Wood Joists 5213 38.0 0.0 0.027 0.027 Floor 1:Slab-On-Grade:Unheated,Vertical 4 R. 449 - 10.0 - - (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Fenestrations product performance must be cartfied in accordance with NFRC and requires supporting documentation. Air Leakage,Component Certification,and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked,Basketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's Installation instructions. ❑ 2. Windows,doors,and skylights certified as meeting leakage requirements. ❑ 3. Component R-values 8 U-factors labeled as certified. ❑ 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. ❑ 5. 'Other components have supporting documentation for proposed U-Factors. ❑ 6. Insulation installed according to manufacturers instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. ❑ 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. ❑ 8. Cargo doors and loading dock doors are weather sealed. ❑ 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. ❑ 10.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: ❑ Building entrances with revolving doors. ❑ Doors not intended to be used as a building entrance. ❑ Doors that open directly from a space less than 3000 sq.R.in area. ❑ Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. ❑ Doors opening directly from a sleeping/dwelling unit. 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 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.3 and to comply with the mandatory requirements In the Requirements Checklist. Project Title: New Townhouse Apartment Report date:06/13/14 Data filename:Y:tSchermerhom\Cottage Hill Apartmentsl6-pleACottage Hill-6 plex.cck Page 2 of 11 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 wit is Code. Name-Title Si � D Date v 16 704", Project Title: New Townhouse Apartment Report date: 06/13114 Data filename:Y:\Schermerhom\Cottage Hill Apartments\6-plex\Cottage Hill-6 plex.cck Page 3 of 11 COMcheck Software Version 3.9.3 Interior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title : New Townhouse Apartment Construction Site: Owner/Agent: Designer/Contractor: Cottage Hill Drive Schermerhom Residential Holdings Ethan P.Hall Queensbury,NY 12804 536 Bay Road Rucinski Hall Architecture Queensbury,NY 12804 627 Maple Ave 518-798-0674 Saratoga Springs,NY 12866 rich@schermerhomwnstruction.com 518-580-1905 ephall@nycap.rr.com Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Multifamily 10621 0.7 7435 Total Allowed Watts= 7435 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp I Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Multifamily(10621 sq.tt.) Compact Fluorescent 1:Spiral 23W: Electronic: 1 102 32 3264 Total Proposed Watts= 3264 Section 4: Requirements Checklist Interior Lighting PASSES:Design 56%better than code.Wattage: Lj 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 7435 3264 YES Controls, Switching, and Wiring: F1 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. F1 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: LJ Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. J Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. O 4. Independent controls for each space(switch/occupancy sensor). Project Title: New Townhouse Apartment Report date:06/13/14 Data filename:Y:\Schermerhom\Cottage Hill Apartments\6-plex\Cottage Hill-6 plex.cck Page 4 of 11 Exceptions., ❑ Areas designated as security or emergency areas that must be continuously illuminated. I] Lighting in stairways or corridors that are elements of the means of egress. ❑ S. Master switch at entry to hotellmotel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Medical task lighting or arithistory display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. E] 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires,dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps,switching the middle lamp luminaires independently of other lamps,or switching each luminaire or each lamp. Exceptions: EJ Only one luminaire in space. p An occupant-sensing device controls the area. El The area is a condor,storeroom,restroom,public lobby or sleeping unit. Fl Areas that use less than 0.6 Wattslsq.ft. 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions., C] Sleeping units,patient pre areas;and spaces where automatic shutoff would endanger safety or security. Lj 10.Photocell/astronomical time switch on exterior lights. Exceptions: LJ Lighting intended for 24 hour use. 11.Tandem wired one-lamp and three4amp ballasted luminaires(No single-lamp ballasts). Exceptions: ❑ Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. Section 5: 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 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.3 and to comply with the mandatory requirements in the Requirements Checklist. tw A"&w (0,4 414 Name-Title Signature Date Project Title: New Townhouse Apartment Report date: 06/13/14 Data filename:Y:\Schermerhom\Cottage Hill Apartments\6-plex\Cottage Hill-6 plex.ock Page 5 of 11 COMcheck Software Version 3.9.3 Exterior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: New Townhouse Apartment Exterior Lighting Zone: 2(Residentially zoned area) Construction Site: Owner/Agent: Designer/Contractor: Cottage Hill Drive Schermerhom Residential Holdings Ethan P.Hall Queensbury,NY 12804 536 Bay Road Rucinski Hall Architecture Queensbury,NY 12804 627 Maple Ave 518-798-0674 Saratoga Springs,NY 12866 rich@schermerhomconstruction.wm 518-580-1905 ephall@nycap.rr.wm Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Wafts I Unit (B x C) Main entry 6 ft of door width 20 Yes 120 384 Total Tradable Watts'= 120 384 Total Allowed Watts= 120 Total Allowed Supplemental Watts"= 600 Wattage tradeoffs are only allowed between tradable areas/surfaces. A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID: Description I Lamp/Wattage Per Lamp I Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Main entry(6 it of door width):Tradable Wattage Compact Fluorescent 1:Spiral 23W:Electronic: 1 12 32 384 Total Tradable Proposed Watts= 384 Section 4: Requirements Checklist Lighting Wattage: F-I 1. Within each non-tradable area/surface,total proposed watts must be less than or equal to total allowed watts.Across all tradable areas/surfaces,total proposed watts must be less than or equal to total allowed watts. Compliance:Passes using supplemental allowance watts. Controls, Switching, and Wiring: Lj 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. O 3. Lighting not designated for dusk-to-dawn operation is controlled by either a a photosensor(with time switch),or an astronomical time switch. Lj 4. Lighting designated for dusk-to-dawn operation is controlled by an astronomical time switch or photosensor. Fi 5. All time switches are capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. Project Title: New Townhouse Apartment Report date:06/13/14 Data filename:Y:\Schennerhom\Cottage Hill Apartments\6-plex\Cottage Hill-6 plex.cck Page 6 of 11 Exterior Lighting Efficacy: ❑ 6. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60lumenlwatt. Exceptions: ❑ Lighting that has been claimed as exempt and is identified as such In Section 3 table above. ❑ Lighting that is specifically designated as required by a health or life safety statue,ordinance,or regulation. ❑ Emergency lighting that is automatically off during normal building operation. ❑ Lighting that is controlled by motion sensor. Section 5: Compliance Statement Compliance Statement: The proposed exterior 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 2010 New York Energy Conservation Construction Code requirements In COMcheck Version 3.9.vtocompi it the mandatory requirements in the Requirements Checklist. my- Name-Title Signature Date Project Title:New Townhouse Apartment Report date:06/13/14 Data filename:Y:1Schernerhom\Cottage Hill Apartments\6-plex\Cottage Hill-6 plex.ock Page 7 of 11 COMcheck Software Version 3.9.3 Mechanical Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: New Townhouse Apartment Construction Site: Owner/Agent: Designer/Contractor: Cottage Hill Drive Schermerhorn Residential Holdings Ethan P.Hall Queensbury,NY 12804 536 Bay Road Rucinski Hall Architecture Queensbury,NY 12804 627 Maple Ave 518-798-0674 Saratoga Springs,NY 12866 rich@schermerhomconstmction.com 518-580-1905 ephall@nycap.m.com Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 6a Section 3: Mechanical Systems List Quantl System Type&Description 1 HVAC System 1 (Single Zone): Heating: 1 each-Central Fumace,Gas,Capacity=60 kBtu/h Proposed Efficiency=93.00%Et,Required Efficiency=80.00%Et Cooling: 1 each-Field-Assembled DX System,Capacity=45 kBtu/h,Air-Cooled Condenser No minimum efficiency requirement applies Fan System: None 1 HVAC System 2(Single Zone): Heating: 1 each-Central Furnace,Gas,Capacity=60 kBtu/h Proposed Efficiency=93.00%Et,Required Efficiency=80.00%Et Cooling: 1 each-Field-Assembled DX System,Capacity=45 kBtu/h,Air-Cooled Condenser No minimum efficiency requirement applies Fan System: None 1 HVAC System 3(Single Zone): Heating:1 each-Central Fumace,Gas,Capacity=60 kBtu/h Proposed Efficiency=93.00%Et,Required Efficiency=80.00%Et Cooling: t each-Field-Assembled DX System,Capacity=45 kBtu/h,Air-Cooled Condenser No minimum efficiency requirement applies Fan System: None 1 HVAC System 4(Single Zone): Heating:1 each-Central Fumace,Gas,Capacity=60 kBtu/h Proposed Efficiency=93.00%Et,Required Efficiency=80.00%Et Cooling:1 each-Field-Assembled DX System,Capacity=45 kBtu/h,Air-Cooled Condenser No minimum efficiency requirement applies Fan System: None 1 HVAC System 5(Single Zone): Heating: 1 each-Central Fumace,Gas,Capacity=60 kBtu/h Proposed Efficiency=93.00%Et,Required Efficiency=80.00%Et Cooling: 1 each-Field-Assembled DX System,Capacity=45 kBtu/h,Air-Cooled Condenser No minimum efficiency requirement applies Fan System: None 1 HVAC System 6(Single Zone): Project Title: New Townhouse Apartment Report date:06/13/14 Data filename:Y:\Schermerhom\Cottage Hill Apartments\6-plex\Cottage Hill-6 plex.cck Page 8 of 11 Heating:1 each-Central Fumace,Gas,Capacity=60 kBtu/h Proposed Efficiency=93.00%Et,Required Efficiency=80.00%Et Cooling:1 each-Field-Assembled DX System,Capacity=45 kBtulh,Air-Cooled Condenser No minimum efficiency requirement applies Fan System: None 1 Water Heater 1: Electric Storage Water Heater,Capacity:40 gallons Proposed Efficiency:89.00 EF,Required Efficiency:0.88 EF 1 Water Heater 2: Electric Storage Water Heater,Capacity:40 gallons Proposed Efficiency:89.00 EF,Required Efficiency:0.88 EF 1 Water Heater 3: Electric Storage Water Heater,Capacity:40 gallons Proposed Efficiency:89.00 EF,Required Efficiency:0.88 EF 1 Water Heater 4: Electric Storage Water Heater,Capacity:40 gallons Proposed Efficiency:89.00 EF,Required Efficiency:0.88 EF 1 Water Heater 5: Electric Storage Water Heater,Capacity:40 gallons Proposed Efficiency:89.00 EF,Required Efficiency:0.88 EF 1 Water Heater 6: Electric Storage Water Heater,Capacity:40 gallons Proposed Efficiency:89.00 EF,Required Efficiency:0.88 EF Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : Ej 1. Equipment minimum efficiency: Central Furnace(Gas): 80.00%Et(or 78%AFUE) ❑ 2. Specified equipment consists of field-assembled components-efficiency documentation provided Requirements Specific To: HVAC System 2 : ❑ 1. Equipment minimum efficiency: Central Fumace(Gas): 80.00%Et(or 78%AFUE) ❑ 2. Specified equipment consists of fietdassembled components-efficiency documentation provided Requirements Specific To: HVAC System 3 : LI 1. Equipment minimum efficiency: Central Fumace(Gas): 80.00%Et(or 78%AFUE) O 2. Specified equipment consists of field-assembled components-efficiency documentation provided Requirements Specific To: HVAC System 4 : 1. Equipment minimum efficiency: Central Fumace(Gas): 80.00%Et(or 78%AFUE) 2. Specified equipment consists of field-assembled components-efficiency documentation provided Requirements Specific To: HVAC System 5 : O 1. Equipment minimum efficiency: Central Fumace(Gas): 80.00%Et(or 78%AFUE) ❑ 2. Specified equipment consists of fieldassembled components-efficiency documentation provided Requirements Specific To: HVAC System 6 : 1. Equipment minimum efficiency: Central Fumace(Gas): 80.00%Et(or 78%AFUE) LI 2. Specified equipment consists of field-assembled components-efficiency documentation provided Requirements Specific To: Water Heater 1 : ❑ 1. Water heating equipment meets minimum efficiency requirements: Electric Water Heater efficiency: 0.88 EF(241 SL,Bluth(if>12 kW)) 2. First 8 ft of outlet piping is insulated 3. Hot water storage temperature controls that allow setpoint of 90'F for non-dwelling units and 110°F for dwelling units. ❑ 4. Heat traps provided on inlet and outlet of storage tanks Requirements Specific To: Water Heater 2 : ❑ 1. Water heating equipment meets minimum efficiency requirements: Electric Water Heater efficiency: 0.88 EF(241 SL,Bluth(if>12 kW)) i] 2. First 8 it of outlet piping is insulated Project Title: New Townhouse Apartment Report date:06/13/14 Data filename:Y:\Schermerhom\Cottage Hill Apartments\6-plex\Cottage Hill-6 plex.cck Page 9 of 11 3. Hot water storage temperature controls that allow setpoint of 90°F for non-dwelling units and 110'17 for dwelling units. 4. Heat traps provided on inlet and outlet of storage tanks Requirements Specific To: Water Heater 3 : 1. Water heating equipment meets minimum efficiency requirements: Electric Water Heater efficiency: 0.88 EF(241 SL,Btulh(If>12 kW)) 2. First 8 R of outlet piping is insulated ❑ 3. Hot water storage temperature controls that allow setpoint of 90°F for non-dwelling units and 11 OT for dwelling units. ❑ 4. Heat traps provided on inlet and outlet of storage tanks Requirements Specific To: Water Heater 4: 1. Water heating equipment meets minimum efficiency requirements: Electric Water Heater efficiency: 0.88 EF(241 SL,Blu/h(if>12 kW)) 2. First 8 ft of outlet piping is insulated 3. Hot water storage temperature controls that allow setpoint of 90°F for non-dwelling units and 110"17 for dwelling units. I] 4. Heat traps provided on inlet and outlet of storage tanks Requirements Specific To:Water Heater 5: L] 1. Water heating equipment meets minimum efficiency requirements: Electric Water Heater efficiency: 0.88 EF(241 SL,Btu/h(if>12 kW)) 2. First 8 ft of outlet piping is insulated 3. Hot water storage temperature controls that allow setpoint of 90°F for non-dwelling units and 110'17 for dwelling units. 4. Heat traps provided on inlet and outlet of storage tanks Requirements Specific To:Water Heater 6: 1. Water heating equipment meets minimum efficiency requirements: Electric Water Heater efficiency: 0.88 EF(241 SL,Btu/h(if>12 kW)) ❑ 2. First 8 it of outlet piping is insulated I] 3. Hot water storage temperature controls that allow setpoint of 90`F for non-dwelling units and 11 O°F for dwelling units. i] 4. Heat traps provided on inlet and outlet of storage tanks Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ 1. Plant equipment and system capacity no greater than needed to meet loads Exception(s): L] Standby equipment automatically off when primary system is operating O Multiple units controlled to sequence operation as a function of load Lj 2. Minimum one temperature control device per system 3. Minimum one humidity control device per installed humidificaffon/dehumidification system 4. Load calculations per ASHRAE/ACCA Standard 183. 5. Automatic Controls:Setback to 55'F(heat)and 85°F(cool);7-day clock,2-hour occupant override,10-hour backup Exception(s): L] Continuously operating zones 6. Outside-air source for ventilation;system capable of reducing OSA to required minimum ❑ 7. R-5 supply and return air dud insulation in unconditioned spaces R-8 supply and return air dud insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception(s): p Ducts located within equipment Ducts with interior and exterior temperature difference not exceeding 15'F. 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment 9. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181 B tapes and mastics C3 10.Hot water pipe insulation: 1.5 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in. Chilled water/refrigerant/brine pipe insulation: 1.5 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in. Steam pipe insulation: 1.5 in.for pipes<=1.5 in.and 3 in.for pipes >1.5 in. Excephon(s): 0 Piping within HVAC equipment. L] Fluid temperatures between 55 and 105`F. L] Fluid not heated or cooled with renewable energy. L] Piping within mom fan-coil(with AHRI440 rating)and unit ventilators(with AHRIB40 rating). I] Runouts<4 ft in length. ❑ 11.0peration and maintenance manual provided to building owner Project Title:New Townhouse Apartment Report date:06/13/14 Data filename:Y:\Schermerhom\Cottage Hill Apartments\6-plex\Cottage Hill-6 plex.cck Page 10 of 11 z ,❑ 12.Thermostatic controls have 5°F deadband Exception(s): ❑ Thermostats requiring manual changeover between heating and cooling ❑ Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. ❑ 13.Balancing devices provided in accordance with IMC 603.17 ❑ 14.Demand control ventilation(DCV)present for high design occupancy areas(>40 personl1000 ft2 in spaces>500 11:2)and served by systems with any one of 1)an air-side economizer,2)automatic modulating control of the outdoor air damper,or 3)a design outdoor airflow greater than 3000 dm. Exception(s): ❑ Systems with heat recovery. ❑ Multiple-zone systems without DDC of Individual zones communicating with a central control panel. ❑ Systems with a design outdoor airflow less than 1200 cfm. ❑ Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. ❑ 15.Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings Exception(s): ❑ Gravity dampers acceptable in buildings<3 stories ❑ 16.Automatic controls for freeze protection systems present ❑ 17.Exhaust air heat recovery Included for systems 5,000 cfrn or greater with more than 70%outside air fraction or specifically exempted Exception(s): ❑ Hazardous exhaust systems,commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. ❑ Systems serving spaces that are heated and not cooled to less than 60'F. ❑ Where more than 60 percent of the outdoor heating energy is provided from site-recovered or she solar energy. ❑ Heating systems In climates with less than 3600 HDD. ❑ Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64°F. ❑ Systems requiring dehumidification that employ energy recovery in series with the cooling coil. ❑ Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or,a separate make up air supply meeting the following makeup air requirements: a)at least 75 percent of exhaust flow rate,b)heated to no more than 2°F below room setpoint temperature,c)cooled to no lower than 3`F above room setpoint temperature,d)no humidification added,e)no simultaneous heating and cooling. 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 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.3 and to comply with the mandatory requirements in the Requirements Checklist. T:vw P. IWr a 9 Oe Name-Title Signature Date Section 6: Post Construction Compliance Statement ❑ HVAC record drawings of the actual installation,system capacities,calibration information,and performance data for each equipment provided to the owner. ❑ HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. ❑ Written HVAC balancing and operations report provided to the owner. The above post construction requirements have been completed. Principal Mechanical Designer-Name Signature Date Project Title: New Townhouse Apartment Report date:06113/14 Data filename:Y:\Schermerhom\Cottage Hill Apart ments\6-plex\Cottage Hill-6 plex.cck Page 11 of 11 RECEIVED GRAINY Consulting, LLC 51101 2° 69 Hayden Point Loop Diamond Point, NY 12824 QC, M02AS, TDAg 518 221-3240 03/08/2016 Mr. Rich Schermerhom Schermerhom Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 4F Gentry Hill North, Queensbury, NY 12804 Report Number: 0308166 Dear Rich: At your request, the Blower Door Inspection to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 03/08/2016. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the apartment, including 1"and 2nd floor= 1,408 SF - Volume of the apartment, including 1"and 21 floor= 11,876 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal= 1.279 CFM - ACH50,Actual Changes per Hour at 50 Pascal= 1,279X60/11,876=6.5 <7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- 1%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfa.w Graj" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 GRAJNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 03/08/2016 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 4E Gentry Hill North, Queensbury, NY 12804 Report Number: 0308165 Dear Rich: At your request, the Blower Door Inspection to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 03/08/2016. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the apartment, including I"and 21 floor= 1,408 SF - Volume of the apartment,including I'and 2"d floor= 11,876 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal= 1.260 CFM - ACH50,Actual Changes per Hour at 50 Pascal= 1,260X60/11,876=6.4 <7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfaw Graf" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 GRAJNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 03/08/2016 Mr. Rich Schermerhorn Schermerhorn Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 4D Gentry Hill North, Queensbury, NY 12804 Report Number: 0308164 Dear Rich: At your request, the Blower Door Inspection to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 03/08/2016. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the apartment, including I'and 2"d floor= 1,408 SF - Volume of the apartment,including In and 2"d floor= 11,876 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal= 1.205 CFM - ACH50,Actual Changes per Hour at 50 Pascal= 1,205X60/11,876=6.1 <7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- I%,calibrated minimum once per year. Thank you for selecting our company.We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfa4 Gvaj r,y Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 GRAJNY Consulfing, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 03/08/2016 Mr. Rich Schermerhom Schermerhom Real Estate Holdings 536 Bay Road Ste. 2 Queensbury,NY 12804 Inspection Address: 4C Gentry Hill North, Queensbury, NY 12804 Report Number: 0308163 Dear Rich: At your request, the Blower Door Inspection to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 03/08/2016. GRAINY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the apartment,including 1"and 2"floor= 1,408 SF - Volume of the apartment,including 1"and 2""floor= 11,876 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal= 1.271 CFM - ACH50,Actual Changes per Hour at 50 Pascal= 1,271X60/11,876=6.4<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- 1%,calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Stave Graf" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 C RAJ NY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 03/08/2016 Mr. Rich Schermerhom Schermerhom Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 4B Gentry Hill North, Queensbury, NY 12804 Report Number: 0308162 Dear Rich: At your request, the Blower Door Inspection to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 03/08/2016. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the apartment, including I"and 2"d floor= 1,408 SF - Volume of the apartment,including I'and 2'floor= 11,876 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal= 1.180 CFM - ACH50,Actual Changes per Hour at 50 Pascal= 1,180X60/11,876=5.9<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- 1%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sta Graf" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 GRAJNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 03/08/2016 Mr. Rich Schermerhom Schermerhom Real Estate Holdings 536 Bay Road Ste.2 Queensbury,NY 12804 Inspection Address: 4A Gentry Hill North, Queensbury, NY 12804 Report Number: 0308161 Dear Rich: At your request, the Blower Door Inspection to verify infiltration rate of the subject property, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 03/08/2016. GRAJNY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the apartment, including 1"and 2n1 floor= 1,408 SF - Volume of the apartment,including I'and 2nd floor= 11,876 CF Based on above,the following test data was collected: - Infiltration Rate of the apartment at 50 Pascal= 1.268 CFM - ACH50, Actual Changes per Hour at 50 Pascal= 1,268X60/11,876=6.4<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- 1%,calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. Sincerely, Sfa4 Gro4" Stan Grajny, PE RESNET HERS Energy Rater 5609922 NYS PE 065406-1 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. 2,0 1 S c,,t. N 42995 Cut-in Card No..................................... cc Owner........c?.. ...... /3.4:5 ........ .... . . .. ......... Location..q... ............................ .......... ................ Installati )bn Const .9.................................... P9416.e .................................................. .................................................................................................................................................................................... InstalledBy.....: ...........................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making i pect ns at any time, and if its rules are violated,the Company shall have the right to re 0 t Date..2.....4.7 /. ............. INSPECTOR.... . .................................................. Member N.F.P.A.,I.A.E.I. 1610) Y�ll �]tl °` • Town of Queensbury-Building and Codes-Fire Marshal 742 B:w Road (5l8)761-82 56 Building(518)761-8206 Fire Marshal Case Number: RC-000315-2015 Case Module: Permit Inspection Date: 03/10/2016 Inspection Status: Passed Inspector: Mike Palmer Inspection Type: Gas Fireplace/Stove Joh Address: 4 GENTRY HILL NORTH Parcel Number: 296.15-1-2 Queensbury,NY 12804 Contact Type Company Name Name Primary Owner [Schermerhorn Properties] Architect [Rucinski-Hall Architecture] Applicant [Schermerhorn Properties] Contractor Schermerhorn,Richard Checklist Item Passed Comments CSST Bonding-CSST Bonding YES 3/10/2016 General Comments-General Comments YES Mantel-height above fp opening-Mantel-height above fp opening YES 3/10/2016 Firestop(s)-Vertical Chase -Firestop(s)-Vertical Chase YES - Gas Shut-off Valve-Gas Shut-off Valve YES Tank Placement(if LP)-Tank Placement(if LP) YES Vent Clearance to Combustibles-Vent Clearance to Combustibles YES CO Detection-CO Detection YES 3/10/2016 Floor Protection-Floor Protection YES Combustion Air-Combustion Air YES Building Inspection notes-Building Inspection Notes YES Witness Operation-Witness Operation YES 3/10/2016 Hearth Extension(if any)-Hearth Extension(if any) YES Clearances to Combustibles(all sides) -Clearances to Combustibles YES (all sides) Firestop(s)-Wall Penetration -Firestop(s-Wall Penetration YES Vent Chimney Termination -Vent Chimney Termination YES Denny Palmer,Mike(Inspector) Mar 10,2016 „„.�.,�..a..-.Page(3) Innovative Hearth Products Installation SuperiorTM DRT2000 and DRC2000 Direct-Vent Gas Fireplaces 900004-00,04/2015 r_. • Table 7:Horizontal vent termination clearances for buildings with combustible and noncumbustible exteriors Insure comer Oulsitle comer ReceaseE Location H �G ' See Table 6 \ P —1////� i ICI Ma �Ikl -IF — F-xed —B—❑V Bakony with No Skk Wall Balcony wSh Parpantacular Side Wall I se. ❑v Openad F xetl Closed �Openable --ii i / —B— 1-- ---J---e ' mrL..._ 15 Y_N_X MYi _I S pv TERMINATION CAP 0 AIR SUPPLY INLET is GAS METER ❑RESTRICTED AREA (TERMINATION PROHIBITED) U.S.Installation** Canadian Installation* A Clearance above grade,veranda,porch,desk,or balcony 12"(300 mm)** 12"(300 mm)* B Clearance to window or door that may be opened 6"(150 mm) 6"(150 mm) for fireplaces<10,000 Btu/h(3 kW), for fireplaces<10,000 Btu/h(3 kW), 9"(230 mm) 12"(300 mm) for fireplaces>10,000 Btu/h(3 kW),and<50,000 Btu/h for fireplaces>10,000 Btu/h(3 kW) (15 kW), 12"(300 mm) for fireplaces>50,000 Btu/h(15 kW)** C Clearance to permanently closed window 9"(229 mm) 12"(305 mm) recommended to prevent window condensation recommended to prevent window condensation D Vertical clearance to ventilated soffit located above the 18"(458 mm) 18"(458 mm) termination within a horizontal distance of 18"(458 mm) E Clearance to unventilated soffit 12"(305 mm) 12"(305 mm) F Clearance to outside corner 5"(127 mm) 5"(127 mm) minimum minimum G Clearance to inside corner 6"(152 mm)minimum 6"(152 mm)minimum H Clearance to each inside of center line extended above 36"(910 mm) 36"(910 mm) meter/regulator assembly within a height of 15 ft above the meter/regulator assembly** within a height of 15 ft above the meter/ regulator assembly* Clearance to service regulator vent outlet 36"(910 mm)** 36"(910 mm)* J Clearance to nonmechanical air supply inlet to building or 6"(150 mm) 6"(150 mm) the combustion air inlet to any other fireplace for fireplaces<10,000 Btu/h(3 kW), for fireplaces<10,000 Btu/h(3 kW), 9"(230 mm) 12"(300 mm) for fireplaces>10,000 Btu/h(3 kW)and<50,000 Btu/h(15 kW), for fireplaces>10,000 Btu/h(3 kW) 12"(300 mm) for fireplaces>50,000 Btu/h(15 kW)** K Clearance to a mechanical air supply inlet 36"(910 mm)above if within 10 ft(3 m)horizontally** 72"(1830 mm)* L Clearance above paved sidewalk or paved diveway located 84"(2130 mm)$ 84"(2130 mm)$ on public property M Clearance under veranda,porch,deck or balcony 12"(300 mm)*$ 12"(300 mm)*$ N Depth of alcove(maximum) 72"(1830 mm)** 72"(1830 mm)* 0 Clearance to termination(alcove) 6"(15.2 mm)** 6"(15.2 mm)* P Width of alcove(minimum) 36"(910 mm)** 36"(910 mm)* Q Clearance to combustible above(alcove) 18"(457 mm)** 18"(457 mm)* * In accordance with the current CSA-B149.1 National Gas And Propane Installation Code ** In accordance with the curent ANSI Z223.1/NFPA 54 National Fuel Gas Codes $ A vent shall not terminate directly above a sidewalk or paved driveway which is located between two single family dwellings and serves both dwellings *$ Only permitted if veranda,porch,deck,or balcony is fully-open on a minimum two sides beneath the floor 13 Innovative Hearth Products Installation SuperiorTM DRT2000 and DRC2000 nirect-Vent Gas Fireplaces 900004-00,04/2015 MINIMUM CLEARANCES TO COMBUSTIBLES Fireplace And Vent Clearances The fireplace is approved with zero clearance to combustible materials on all sides (Table 8),with the following exception:The unit may not be recessed (allowance made for mantel legs/side trim in Figure 6). When the unit is installed with one side flush with a wall,the wall on the other side of the unit must not extend beyond the front edge of the unit(Figure 6). Table 8:Minimum Clearances * 1"(26mm)to wrapper for 45"model,all Back others 1/2"(13mm)to wrapper 0"(0 mm)to Spacers Sides 1/2"(13 mm)to wrapper 0"(0 mm)to Spacers** Top Standoffs 0"(0 mm)to top standoffs Floor 0"(0 mm) From Bottom of Unit to Ceiling 64"(1626 mm) Vent 3"(76 mm)—Top**** 1"(25.4 mm)—Sides and Bottom Front Service Clearance— 36"(914 mm) clearance immediately in front of viewing area(s) *3"(76 mm)above any horizontal/inclined vent component. **See Page 19 for clearance requirements to the nailing flange located at each side of the unit and any screw heads adjacent to it. ***Top vent clearance can be reduced to 2"on horizontal runs when first elbow is located at least 6 f1 above the fireplace. The fireplace must be mounted on a fully supported base extending the full width and depth of the unit.The fireplace may be located on or near conventional construction materials. However, if installed on combustible materials,such as carpeting, vinyl tile or other combustible material other than wood flooring,the appliance shall be installed on a metal or wood panel extending the full width and depth of the appliance. Hearth Extension A hearth extension is not required with this fireplace. If a hearth extension is used, do not block the lower control compartment door.Any hearth extension used is for appearance only and does not have to conform to standard hearth extension installation requirements. Shelf Height To provide for the lowest possible shelf surface, use the rear vent model. For top vent models,the venting attached to the top vent should be routed in a way to minimize obstructions to the space above the fireplace. Do not insulate the space between the fireplace and the area above it(Table 9and Table 10). The minimum height from the base of the fireplace to the underside of combustible materials used to construct a utility shelf in this fashion is shown in Table 9 and Table 10. Table 9:Combustible Shelf Height—Top Vent Top Vent with one 90°Elbow Model Secure Vent® Secure Flex®(flex elbow) DRC2033/DRT2033 44"(1118 mm) 46"(1168 mm) _ DRC2035/DRT2035 47"(1194 mm) 49"(1245 mm) DRC2040/DRT2040 52"(1321 mm) 54"(1372 mm) No combustibles Shelf Height in or insulation DRC2o45/DRT2045 50"(1270 mm) 52"(1321 mm) (see table) area the the appliance and the shelf above it. 14 Innovative Hearth Products Installation SuperiorTM DRT2000 and DRC2000 Direct-Vent Gas Fireplaces 900004-00,04/2015 Table 10:Combustible Shelf Height—Rear Vent Rear Vent with two 90°Elbows Model 3"clearance from shelf to Secure Vent° Secure Flex®(flex elbow) top of fireplace and/or vent ' DRC2033/DRT2033 34"(864 mm) 34"(864 mm) pipe,whichever is higher milmismilli DRC2035/DRT2035 351/2"(902 mm) 35 1/2"(902 mm) I V. .11111 DRC2040/DRT2040 40 1/2"(1029 mm) 40 1/2"(1029 mm) ,combustibles Shelf Height I'' or insulation DRC2045/DRT2045 451/2"(1156 mm) 451/2"(1156 mm) (see table) in the shaded ' s area between the appliance %`% and the shelf above it. Figure 6:Combustible Side Clearances Figure 7:Mantel Height At 6"minimum side wall clearance,a / Mantel depth combustible ' Top View of \ 18(457) wall can project Fireplace to any length. 16(406) 4'5° � Combustible materials 14(356) 3 1/2" allowed in shaded area (89 mm) "Safe Zone". 12(305) --, Combustible walls 10(254) shown in dark gray 1 --- 8(203) Combustible mantel legs may project 12 8 beyond either side of (305)T(203) (102)-,— Hood - the fireplace opening 10 6 2 _ _ as long as they are kept in.(mm) (254) (152) (51) nr within the shaded area illustrated here. Fireplace 6" (152 mm) Wall Finishes/Surrounds/Mantels NOTE: Combustible wall finish materials and/or surround materials must not be allowed to encroach the area defined by the fireplace front face (black sheet metal). Never allow combustible materials to be positioned in front of or overlapping the fireplace face (Figure 41). Non-combustible materials,such as surrounds and other fireplace trim,may be installed on the fireplace face, but they must not cover any portion of the removable glass panel or control compartment. Vertical installation clearances to combustible mantels vary according to the depth of the mantel (Figure 7). Mantels constructed of non-combustible materials may be installed at any height above the fireplace opening. However, do not allow anything to hang below the fireplace hood. Minimum clearance requirements include any projections such as shelves,window sills, mantels, etc.above the fireplace. NOTE:To avoid heat-related finish damage,use finish materials rated 175°F,or higher,on the underside of the mantel. INSTALLATION PREPARATION The fireplace is shipped with all gas controls and components installed and pre-wired. Before installing the fireplace, follow these steps: 1. Remove the shipping carton,and retain the front of the carton (used to protect the fireplace during construction). 2. Remove the shipping pad, exposing the front glass door. 3. Remove the glass door(Page 57). NOTE: Place the glass door on the shipping carton to protect its surface. 15 Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745.4437 Factory Built Gas Fireplace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions ors eeccifications is allowed. Permit# Schedule a Inspection v ��Time (/ L _ p pm anytime Inspector Namel2.l V'NLA) Addressn RoughIg,Final _ ¢ Appliance Manufact rer4Si ( loo_ Model# UP,-r a1,03:5 7-71A) Direct Vent Factory Built Chimney_ Flue Size_ Double Wall_ Triple Wall_ Insulated_ Yes No N/A Comments Floor Protection Clearances to Combustibles(all sides) Firestop(s) Vertical Chase_ Jim2eD� �J Wall Penetration_ Vent Clearances to Combustibles uh,i� �isAzodZza ent himney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet i 1h Gas Shut-Off Valve /O/hl l ✓ — /A�lS��6� Combustion Air J vl%T Hearth Extension(if any) Mantel ((��" 1 . Height above Vp opening � PR� IS -12A— !"� orr.1-- /IVb—lij-) Witness Operation Tank Placement(if LP) CO Detection CSST Bonding White—Budding Dept Vello —Cost mer Pink—Fire Marshal Town of Queensbury Building&Code Enforcement Office No.(518)761-8256 Rough Plumbing / Insulation Inspection Report Inspection request received: Name: k.IAF--ef-F–8 Ar,P301 Inspected on: Location: BLOC-, 1�–� CE�,� "- LL YJp?TaArrive: A.M. (PED Permit No.: 1 y—z,38 Inspector's Initials: Type of Structure: IrrAzoHoffib COMMENTS Y N NA Plumbing under slab Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 Y2 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 I Head 50 P.S.Ifor 15 minutes Insulation I Residential Check/Commercial Check Window Sealing 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 Blower Door Test Air Sealing Rough Plumbing/Insulation Inspection Report 1 Town of Queensbury Building&Code Enforcement Office No.(518)761-8256 ry�� Rough Plumbing / Insulation Inspection Report Inspection request received: b� 1`:> Name: S -" YYY\Ar✓ho-Y!0 Inspected on: (212I,-OAS Location: �Gti(, , b\&, . Ile) Arrive: 2 �G(� a.m./p.m. Permit No.: Inspector's Initials: 14 Type of Structure: COMMENTS Y N NA Plumbing under slab Rough Plumbing I Nail Plates Plumbing Vent I 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 I Head 5 P.S.I.or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air I Head 50 P.S.Ifor 15 minutes Insulation 1 Residential Check I Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent,Attic Vent Door I Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly I No duct tape Blower Door Test Air Sealing Rough Plumbing I Insulation Inspection Report Town of Queensbury Building&Code Enforcement 3 Office No.(518)761-8256 Rough Plumbing I Insulation Inspection Report Inspection request received: Name: �, 17 f�1 f/Nt �/ InI lN�i11 Inspected on: Location: u �$ �! �Sy� f / `� l i ! (` /V!%JZ 1 f( Arrive: Z a.m. p.m. Permit No.: V� ' Z Inspector's Initials: Type of Structure: COMMENTS Y N NA Plumbing under slab Rough Plumbing/Nail Plates Plumbing Vent I 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 I Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air I Head 50 P.S.I for 15 minutes �dtnsulation I Residential Che /Commercial Check vJA P,—Z 1 indow Sealing Tyvek or Similar Exterior Sealant Proper Vent,Attic Vent Door I Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly I No duct tape Blower Door Test Air Sealing M fRt\ V RFU e Rough Plumbing/Insulation Inspection Report Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing 1 Firestopping Inspection Report Inspection request received: Name: C►i6I?ME2t=1oP—IJ Inspected on: Location: G LD G#1f)-LA GE-ad "\I, Arrive: a.r .m. Permit No.: I LA-L. ?5 Inspector's Initials: ` TYPE OF STRUCTURE: to-1l01T Y N NIA COMMENTS: Framing v Attic Access 22"x 30"minimum Jack Studs I Headers Truss Specification Provided Bracing I Bridging / Joist hangers ✓ Jack Posts I 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 I Holes I 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 518 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above I below grade 5.0 sf grade Design Professional Sign-off,if required ��E� ErHJaw� !lA`Lr Framing I Firestopping Inspection Report Town of Queensbury Building &Code Enforcement Office No. (518)761-8256 Framing 1 Firestopping Inspection Report Inspection request re iivied: Name: G1L1 Mir 0 PA--.� 11 _rt� Inspected on: QA Ak Location: � (8 n ttt��``\b•Arrive: D= a. m. Permit No.: � L4- Inspector's Initials: TYPE OF STRUCTURE: �� Y _ NIA COMMENTS: Framin Attic Access 22"x 30"minimum Jack Studs I Headersh ny ✓ S Truss Specification Provided ✓✓ l/ Bracing I Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly - gRdlLr�6 Q EACH p� 12"O.C. — 7 '\6H\FtJ J Headroom 6 ft.8 in. gE7Cu1EF.l Stairwells 36 in.or more / 2 \A Exterior Deck Bracing QAc—V:tV. Headroom 6 ft.8 in. Notches/Holes/Bearing Walls L�5 Tox, \ et Fwee— IB" Metal Strapping for Notches Top Plate o c 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 and water shield 24 inches from wall re separation 1,2,3 hour 4hour OK To � q� \t�lil- Vy stoppin LE\ Pe a ion sealed aR� 16 inch insulation in cavity min. Garage Fire Separation House side'h inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing / Firestopping Inspection Report Town of Queensbury Building&Code Enforcement TUfL Office No.(518)761-8256 a—ye Rough Plumbing I Insulation Inspection Report Inspection request received: It) _ I Name: _Calct Fr21_l _C Inspected on: Location: Lv-1 Fes` I Arrive: a. .m. Permit No.: I'q- 2 S Inspector's Initials: Type of Structure: COMMENTS Y N NA Plumbing under slab 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 D ' V Ai ead S.I. or 10 ft. above highest connection for 15 minutes Al Pressure Test Water Supply Piping Air/Head 50 P.S.Ifor 15 minutes Insulation/Residential Check/Commercial Check Window Sealing 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 Blower Door Test Air Sealing Rough Plumbing/Insulation Inspection Report Rough Plumbing / Insulation Inspecti Report Office No. (518) 761-8256 Date Inspec ion requ st Queensbury Building & Code Enforcement Arrive: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 5 �n ��td�7y.. PERMIT — g LOCATION: Q INSPECT ON: /A—/—/ � TYPE OF STRUCTURE: Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes Insulation /Residential Check/ Commercial Check l! C, irk Window Sealing �a'El 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 Blower Door Test Air Sealing COMMENTS: Rough Plumb ing_Insulation Inspection-02 0513 Town of Queensbury Building & Code Enforcement 8_ 0 Office No. (518) 761-8256 U Framing / Firestopping Inspection Report Inspection request received: (0 b ) Name: I'\ Inspected on: / 1 Location: r ( Arrive: a.m.l p.m. Permit No.: Inspector's Initials: TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing I 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 1 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 ce 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 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above I below grade 5.0 sf grade Design Professional Sign-off, if required Framing/Firestopping Inspection Report Town of Queensbury Building &Code Enforcement Office No. (518)761-8256 Q 11F,,raming 1 Firestopping Inspection Report Inspection request received: l `I`-1-1,:�— Name: E p—m FQ1A I)el-,�) Inspected on: — Location: P, - �1S=QQLl C-)IZTIZ� 1AMA-1. 4rive: IZ m. p m Permit No.: 1 t — ZIT ) Inspector's Initials: TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I Headers Truss Specification Provided Bracing I Bridging Joist hangers Jack Posts I 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 I Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 Y2(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 518 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above I below grade 5.0 sf grade Design Professional Sign-off,if required Framing I Firestopping Inspection Report RUCINSKI HALL ARCHITECTURE �PY� Ronald Richard Rucinski Ethan Peter Hall �5 627 Maple Avenue �JL Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email ephall@nycap.rr.com Special Inspection Report To: John O'Brien - Town of Queensbury—Code Enforcement Officer From: Ethan Hall Date: 14 September, 2015 Re: Schermerhorn Residential Properties —Cottage Hill Townhouse Apartments— Building #18 At the above referenced project location this office performed on site observations of the shear wall installations prior to insulation. All items appear to be installed in accordance with the construction drawings. If there are any questions please contact our office. Regards, -D �YUTii/ti.fyi' Ethan P. Hall —Architect [A � Rucinski Hall Architecture ILb a a27Oh '. Y:\Schermcrhnm\Cottage[fill ApmmentsTapenvork'Special Inspection Letter-Bldg IS- 14 Sept 2015.doc 1 Foundation Inspection Report ��- Office No. (518)761-8256 Date Inspection reque iv ��,�� Queensbury Building&Code Enforcement Arrive: '4-.0 p Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. NAME: �CHE�{�11��Cjvrl E T#: LOCATION: L o ECT ON: TYPE OF STRUCTURE: - Comments Y N N/A "�'•' Focitings� - ierrsieQ�� 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 inches above footing " w� igderaW 'Backfill Approval" Plumbing Under Slab PVC/Cast/Copper pond&tion Insulation vior 1. Ii. Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forrns\Building&Codes\Inspection Fors\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM .1hurs Foundation Inspection Report Office No. (518) 761-8256 Date Ins ection re st re ei d: Queensbury Building&Code Enforcement Arrive: a Depart: 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: f �/ NAME: �d n J.�51�. IT#: I I LOCATION: INSPECT ON: q II N TYPE OF STRUCTURE: Comments (� Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place 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 Bac lcfVX �% W V 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 12/18/2013 2:44:00 PM Foundation Inspection Report —/v Office No. (518) 761-8256 Date Insyreed:Queensbury Building&Code Enforcement Arrive: Depart: m 742 Bay Rd., Queensbury,NY 12804 InspectoNAME: 5cti e! — c t LOCATION: � sQi/ 1 NZ t. TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place 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 �Backf� ill Approval Plumbing Under Slab C/Cast/Copper R - Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518)761-8256 Date Inspectio a ved: Queensbury Building&Code Enforcement Arrive: _ Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: — NAME: �'K'_N 1=zM'TZ Q NDF' RMIT#: LOCATION: G� 0(--) \u y »£lnf �I INSPECT ON: R—Z-1— 19 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. /Foundation/Wallpour Reinforcement in Place 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. U\Building&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspectlon Report.doc Last printed 12/20/2005 9:24:00 AM w'd a-q C Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reque tc v : Queensbury Building&Code Enforcement Arrive: Q Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: SMIT#: LOCATION: q00 INSPECT ON: 5/y TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place O� T 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&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM � u,2� g =�� Foundation Inspection Report Office No. (518) 761-8256 Date InHf! Queensbury Building&Code Enforcement Arrive: rt: "— ' 742 Bay Rd., Queensbury, NY 12804 InspectNAME: SCA) Jn n a K b4qt� 0(.3 LOCATION: CL.tm INSPECT ON: TYPE OF STRUCTURE: CDI 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 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 &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM WeJ 9 ' /v r -L Foundation Inspection Report ,bye j)e tt^) Office No. (518) 761-8256 Date Inspection re ue a ive Queensbury Building&Code Enforcement Arrive: a epart: a 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: E IT#: y 3 LOCATION: D INSPECT ON: TYPE OF STRUCTURE: d Comments Y N N/A ootings 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. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM "� W4.q ,, tea.tl.'„„v„a�.._ ..acruz _ _ _ _ _ _ _ - AIS, -• - - - - -V�� - - J - - i = L(1 1 - i _ - C - �' LEGE�1 D _ �� _ 0 ��° E = z a • INDICATES HOLD DOWN LOCATION ��Q� . - . , �� = _ �, - (� , - 1 - r- . �zz= LIMITS OF SHEAR, WALL 10, x-61- , = NO1,� DESCRIPTION _ I DATE z PATIO PATIO PATIO PATIO �'(b _ REVISIONS ra. - LINE OF FLOOR ABOVE LINE OF F OOR ABOVE AR WALL & `. rr ...... .............................. - _ ........................... ,.............. ............-'DBL. ;i—I 1"-.. ....'..DBC. 9=T 2�::::::::::::::::.:::::::::. UBC. 2” .. .....DBt. 9� '1 _................... HOLD D TYP SCHEDUL .. .. �a_...�. ......... . #/# INDICA �� —..._, - OWN E, REFER TO E _ _ , , c LVL HEADER LVL HE DER LVL HEADER LVL H ADER N I ' 0' OR 9-1 2” + » +� I A TES BEARING PARTITION V) F- r H 2x10 S OR 9-1/2 +� 2x1 S 2x10'S OR 9-1/2" 2x10 S OR 9-•1/2 2x1 Q S OR 9-1/2 IN D C � � W � AJS-25 JOISTS 2x10 S OR 9-1 2 AJS-25 JOISTS AJS-25 JOISTS - I F - / » AJS-25 JOISTS Z = Z ';' AT 16 O.C. AJS-25 JOISTS » » I - _ Y AT 16 O.C. AJS-25 JOISTS AT 16." O.C. AT 16 O.C. AT 16 O.C. o ® ® LOCATION OF SMOKE STOP TRUSS o Q F_ - o I AT 16 O.C. I+ ¢ 1 hl W W � `� M M J 'M 'M i � f;- D_ V) 0 DBL. 9-1 2" DBL. 9-1 2i DBL_.9-1,/2 -,- DBL. 9-1,/2-w.._:,� -- DBL 9�2 - —- U a `-' V) a' _ / .-..-._ __ J — IL HEADER I VL HEADER LVL HEAD IL HEADER - _ LVL HEADE I �= M ' .- 2x10'S OR 9-1 , » o� » a r• _v ._.. 0� o o <1 I � ° 2x1 O'S OR 9 1 ° 2x10 S OR 9-1 j: 2x10'S OR 9-1/2" ° ° . _ _ j 2x10 S OR 9-1/2 2x10 S OR 9-1 •___ \ �� T'QN M� � _ � o , c . a AJS-25 JOISTS 4 0 -3-- AJS-25 JOISTS AJS-25 JOISTS # °° 0° AJ 16"5 O.CIS"TS AJS-25 JOISTS � °° AJS-25 JOISTS g °I �� " cn J o o t a AT 16" O.C. I , � AT 16 O.C. AT 16" O.C. I I ' Ar 16" O.C. ---1 I i AT `I6 U.C. --- I I COVE'RE'D By .�! a E W 1 F tv 0 I --- -� I I . , I �ARR1E N W ° U I� 0 I �1 �- :" I m ❑ �I _1 I - �; T R IAL ° "- 5 a I w wrr wd,y, �.. ,_•v c.c: � sac"�.n.-�: I� 1a 1 6 z N ` Z Q U D UTILITY DBL 1111 l Y UTILITY - l�fill Y ` UTILITYC —A i _ UTILITY SHADED AREAS INDICA IE p't ° J J01S CLOSET = L T I _ I CLOSET , — L T- 4 I PWDR. PWDR. CLOSET p CLOSET _ AREAS OF FLUOR TO O Q'�� S ¢ v PWDR. _ r--- PWDR- PWDR. p :: ► ::: :.: :'::':::'': ::'::':::':. :: - :- HAVE R-�Qc BATr v - ::'.::::::. :.':. _ :::::::: :::':::'::::::. ::::':'::::'::::': ':':': :::':'::'.. u� INSULATION NflTC :.'- ':. o ,c �. .. p' ❑ �n ° KRAFT PAPER INS tJ _ 1 " , �� _ ». . — :::.: — � s t L x :: :::::: ' " 2x10'S OR 9-1/2" : _::2x10'S UR 9-1/2' 2x1 U S OR 9 1/2 2x10 S OR 9 1/2 `� :.::::.2x1Q S OR 9-1� 2 2x10 S OR 9-1/2 AJS 25 JOISTS:-,..". AJS. 25 JOISTS :;R I— �'�S� �E; t�'O�{�y� E� �Y � cr0 w w cna `>°�° E :::::::'AJS-25 JOTS r�' AJS-25 JOISTS.•:-::':' p ��= p AJS-2�5 JC)ISTS ::: :AJS-25 JOISTS. p �� , D AT 16" O.C. ::....: AT' 16 O.0 ::::: +�`,� ' 1C4 � 1�J`VitJTTJt� �ARR1 " -- AT 16....O.C.. : :::::: : :AT 16" O.C. '-........ 1"" - - - � ,' :: :.: AT:16" O.C. ..... ----- - .AT 16 O.C. :':::::::':: --- - j :............. ...--- �----- --- _ --- c� Zx8 RAFTERS l ---- 1 1___ a " b.ny- 3---�- AT 2h O.C. _ - :::.'.i::: : '�` n M m - I .. M — .......... .............. ............ _ ....U L. 9-1 2 :. . NB�. 9-1 2' _ - ._ : __ _�/_ ? WORK IS TO BE AS 5 » ... _ ADL. 9-1�2 :.:�S:L_, ._ _—� _. __^� 9 1 2 �,_ _ __0>f3L.- 2_-_. HOWN 8c I , : DBL__-__�1 2 - . -'C---• . VL HEADER (FLUSHI I../L HEADER (FLUSHr :LVL HEADER (FLUS"I) I.VL HEADER (FLUSH L L�"L HEADER (FLUSH) - . NO I (VL HEADER (FLUSI-, .....-,--,.:...:- :.:'.:::. :::.: :.:.:... .':.':. ::':::'::::'::':':::........:::::':'::::': ..... - WITH . MANUFACTURER S UP :::: ::::::::::::::.:.......... UP UP UP UP UP ................... :. ::.. ,........................-.... - ............:. -....................-...-- :-:.:-.:. ...:..:::. ; . t : - ONS, TRADE ............................. = RE COMMENDATI ........... .:::::. ..'. .......'.':. ............................... ... ..,.......................... s _ , .:•.....'..:..'..:.:...'.:':.::::.:::: .......................... ..::..':..... ::::::...... ::::::.:.::::::.:.::::::.::.::: -........,- ---- --- - -------------- -- IA ION PU LISHED - ASSOC T - /� �� ;� _� �fi, ! =,F RECOMMENDATIONS AND - _ �___-___��_-__ _ --� - - -- T04VN OF,QUEE�ISBURY - GENERALLY AGGEPTED LOCAL ........................ ................................. ................................. ....... .. .......... .................. eA �_ - _ _ COVERED OVERED _ _ __ _ �� (COVERED COVERED ;.—.— CnvFRPn _ _ _ - BUI D! DE _ ENTRY ENTRY p ION INDUSTRY y DBL. 9�1 2" , DBL. 9-1 2" DBL. 9-1 .,2 L NG PARTMEiV7 CONSTRUCT - �--��-- -- •---- Based on our limited examination;com Mance PRACTICES. / " CnYFRFD _—LL n » I ENTRY ENTRY " - DBL. 9-1 2 DBL. 9=1/2 DBL. 9-1/2 / / / wlth our comments shat(not be consUued as. LVL'HEADER LVL HEADER LVL HEADER LVL HEADER LVL, HEADER LVL HEADER I - indicating the plans and specifications are in p • I full compliance with the Buildin Codes of New York State. 9 t. NOTE: . �; � . . , UNLESS NO-IED OTHERWISE ALL - '1 a,Ls daVkNv6au,"dc:W.YiN,ubNu'..�'e , f. --- l-".i,.,.,,,.,., ,L 4;� WINDUW AND DOOR HEADERS ARE ;, TO BE DOUBLE 2x10'S - %, A ti - I `:.' - I � REFER TO ENLARGED APARTMENT.. ` ' �, PLANS FOR BEAM, LOCATIONS i AND .ADDHIONAL INFORMATION , - � 'n' ,�-1 .. ST FLOOR PLAN - FIR yw� _ = F �- 1/8 = 1 -0 ,"�, �� - - i _ - , - MI � :� = = _ i =;. = - L,.' t -, \ _ - - _ i` a = s A = ,i �- - 1 �� . , _ -- . -' - � - = N - i - e Q.�. - i . " v _ { ,. - - I - f °, z ,., , a� `� - - \ 'Yi . .. I`, 8 = I Cll - `'. - ry.' , � r- - w'ea'r A ',' �� / - ,a �wM' i-ti: �..7 - :� .,;�, v` s l 6W ^, 1T. -. , ., '§�� - , I / , J F /�)� �.t n -M K v. �' - �k is 1 T'--1- a qry �. a .9 rtq - t M -. _ - G.rlYr` 1 I: t ) :. x --, _ - _ - - } �, * v - i =q - � . - - l 1 y 33- SMOKE S OP TRUSS - w:,: i �_ SMUKE S UP TRUSS 4� . p D _ - _ :� x - rr� ` a ` 4.) _ D D '; D D ' F _ i D D ,s - - - - s p p C,� - - SD - - SD R 5 � .z., _ . T ,. I e ,�.. .� �� "+` pp l _ —_ _ - -.t - - Vd� - f D w - _ - NDRY - !yam g�.,r - 'L - _ _ - - i 5 xT -i' Yy r' ,P "'' Y I II gyp! c !1 , Y _ - - F, 0 0 U D a. �A a' D - 7 ' � rr y; I 0 A `L f'J 0 0 /viii//////i////%l/r////i//lli///////%%///////////// D D _ / . 0 l coy,.! / ,�� .. - _ 1 a M MTS ' MI: a / --- Q M — o \/ \/ ----- \/ 0 -- ° - --- Z Z / I Z DN Z D D V / �\ W I W , ' ' ' J J W Z _ �, �C - I .j • - _ - 1 ( Z — V / �- - @/ I / V J J --- - -- - --- D D D -- ' @ / D I I — — - I ( �, - �n cif` I --- o, u:vensbil� 1"ire Mar�tii / i `X / 1 — --- --- ---- ---- I R' __-- __-- _-- _ y -- ---- I n�1 �ilfl�atlon, yr fr►SYIItI0n.Q1 Ai�IY / j --- --- = I A c — I r� / I I=ire, 8rinklr t� ulc,,� or. stprri' / -- , Y --- ---- / --- --- --- I _,Y; - rrlUt h ; �3CV^d L`` tta i + I , // / _— —- H / -. .. - -\_Y C - -� �verl �u / / / /// // x I Fire Mar., ��- .. �— r9! hi �t�SQ , , { I , • " :•. .< ;: Yo rlicidiYlcai'ori I I - I . or in,�tc I.;iiorh 4,;, ', I 2x10 HIP RIDGE • = CAU FILE NAME , -- — - ° --- - ------ , . I � - - y` q-. _._ I GIRDEI TRUSS u ACAU\SPRINGWOOD,\CONST\S 1 Y®.s. J ,l fel "___ _ _ _ 4 4 •, , ---- - a, ,'"� � - _ - E —.-- = SCALE' v , ri ' I 7 I - , . , a tea, . i I ' I r DRAWN BY j I I I I _ (Y \ DRAWING TITLE F' g ! N UTE: '_' T - , .ate. ' - - '; 2x8 RAFTER OVER 2x8 RAFTER OVER -- � � . - + - MONC) TRUSS , __-_ ,$ 5 . = - I - UNLESS NOTED aOTHERWISE ALL , FRAMING AT GABLE FRAMING AT GABLE ENDS ENDS 2 WINDOW AND DOOR HEADERS ARE "' g ,- 0.0 OVERALL I DRAFT STOP SHEATH ONE r g ,, �^ TO BE 'DOUBLE'2x1 U'S . » , = STRUCTURAL SECOND FLOOR FLAN BOARD OR OSB SHEATHING - - � SIDE OF TRUSS W/5/8 UYP. I 1/8" = 1'-O" PLANS FOR BF_AM LOCA((JNS EN r ®,\ 5 CLANS AND ADDITIONAL INFORMATION ®p431y�`Z "i" .Z 'jolp K�\� _DRAWING No.. .� Qrr le 1 . X96��,�,e<� N,or' s S-- 1 - Ger�N lain\d' �� , . l =:. . N 'I I 't�i'_'4's'sF itx',^,,v,-�,. �. I, wr" 'z_�-,: # w .—.u., s. _ _.,.,� .z. a,.s, �,� `,,.t ..�, r: ., .. .mW .. ..'_tl=,l2:�l�m`atl'tl4'•:',.y41'eJ..:..r+'Ju.o-A i.1s V , Q , 0—. S 1/2"GDX PLYWOOD �` N V END OF SHE4RWALL. �.� 0 HOLDDOWN, SEE - a� SHEAR WALL SCHEDULE SIMPSON HOLDUOWN, SEE MIN. (2)2X6 VERT. STUDS FOR SIZE. - _ FDN. PLAN& SCHEDULE (OR POST)AT ENU OF - v o FOR SIZE&LOCATION. SHEARWALL. _ - 2x6 CONT. BOTTOM PL. \ THRU BOLTS PER MANUF. _ o 3/4"T&G PLYWOOD. --� .� SPECS. m _ _ I I, - q U _ _ � 2ND HOLDDOWN WHERE REQ`D. _ V) j P.E.N. - q q ado. DESCRIPTION DATE - 1 END OF SHEAR WALL. :- . 1-3/4"x16"LSL JOIST - P.E.N. 2x PPT BOTTOM PLATE. ' wow i \�' 5/870 THREADED ROD IN 11/1670 s a U REVISIONS � HOLDDOWN, SEE_ I,� L Z - ,-- ,._. v;�.� HOLE, 5 DEEP W/HILTI HY-15a � �� u rn 5/8"Ql THREADED SHEAR WALL SCHEDULE ADHESIVE. \ ' ,-. FOR SIZE. .tea p I ° I I 4. .1 9 sem_ m . .. P.E.N. - �I ROD. � P.E.N. (3)#5 CONT. T&B. 1 . , S .14' . '' , 1 N ¢ � ° CONT. THREADED _ O � �r f D. HOOfC EA END U 12" MlN. THICKENED CONC. SLAB ', C� o / ( ) H 1a s (2)2x6 CONT. TOP PL. o - _ _ :.: ANCHOR W/HILTI HIT F--- N Y 5 ADHE IVE, A ( z X o '"` \. SEE HOLD DOWN ;, I lij o � w - a . . (1. _• f SCHEDULE FOR SIZE. ism, a W HOLDDOWN, SEE + _ z v c EXT. FOUNDATION WALL r O SHEAR WALL SCHEDULE 1 OR INT. THICKENED SLAB. - E FOR SIZE. r A a END OF SHE4RWALL. t hf Ldp �IIL - e" - a q, 314'r=1`-0" _� J " a s 1/2"CDX PLYWOOD _ _j x o0 0 " W Q) ' - cq w o ai c wo ° . - - MIN. - -_ z Q'o a o I— g c CTION IEA ALLY - - — , v ° c °' o� c � w �= o ��° '�J �^ �]'��N f/-ll�►sLN L�� 67"I 9f/�� -. NN '> (14) 16d NAILS � -Q.� opo opo p Z Q NNL��!f�N N / �� /1 _ EQ. SPACED 16D NAILS v +? ,v s ¢ z L N.T.S. N,T.S. - (TYP.) (TYP.) _ 0 a o L0 Ln �' ' e ', 1 p — '0 o N O O p > P.E.N. I hT—I— r �T T T — y , �w �� >�W -- 518"CDX PLYWOOD. s. - °, ROOF TRUSS @ , _ I�,-!,,I," �..-, ..,..". .,,,,vim,,..,."...,.,.,,._ I 24"C-C. 12 - � , . 4'-U"MIN. a WORK IS TO BE AS SHOWN & �_ ,� ' - a 5/8"CDX PLYWOOD. 6 , " (TYP-) NOTED AND IN ACCORDANCE , � = w_; _ WITH ,MANUFACTURER'S 2X SUBFASCIA l �y« k 'L;�. RECOMMENDATIONS, 'TRADE " _ ,. t - CONT. SIMPSONA23, CENTERED �l j�L; �O/ :,.I - / �,J IIY/,/ LI�.� ,�J 41L,' = RECOMMENDATONSSAND - , BETWEEN EA. TRUSS ° , - N.T.S. (APPLIES TO ALL EXT. WALLS) GENERALLY ACCEPTED LOCAL - r OVER SHEARWALL. - - I -r' 9 :,,. .� - , CONSTRUCTION INDUSTRY - b F HEARWALL. �. ENDO S 3 r,., - ._ , PRACTICES. . P , A4. . 1 HOLDDOWN, SEE _ . ,: . _ r. _. SHEAR WALL SCHEDULE . i 3/4"T& G PLYWOOD. - - = 1 - . FOR SIZE - �- —� ,,., - I . - - o _ 4.. 2x6 CONT. BOTTUM PL. o c I' ,�:, ,w.4 - :...�..J-...,."4,aa,..,. t.,...A RUSS SlMPSON A23 2x8,BLOCKING `' PRE-ENGINEERED ROOF T ��v CLIP 24"C-C. , 24"C-C.ALIGN W/SHEAR (BETYVEEN TRUSSES) .' it = ^.., a,L" .aW '.V. 1 '4 P.E.N. r'•- ;s',. a WALL BELOW. '- — .V rSIMPSON H1,ALL _ r k: ' `1 ,L - ` = P.E.N. : TRUSSES AT LOAD 1-3/4"x16" E N ' SEARING WALLS. LSL RIM JOIST \ _P. 1ti„ oo E.N. LY WOO D. P. 2 DX P 1 C 5/8' THREADED - _ = y Y'" - - — -, O T. TOP-PLATE. _ � l 2 2X 6C N r D 2x4 r 2x6 _ , , y _ 2 0 O 1/2 CDXPLYWOO ROD, -\. ,�' , ,- O _ lab h� 1/2"CDX PLYWOOD. 'l` - i ri >. .- j� 2x6 16"C-C. 1/2 ADX PLYWOODf -, . w , " @ 1 � �\ .1�i NAILS FROM OPP �, " //' 2x6 STUDS,@ 16 - -- „ _ V1 �}'- ', 2x6 STUDS @ 16 TM4 ALIGN W/JOIST _ - I C-C. i . P.E.N. _z6' . , C-C. &STUDS BELOW � - 4 rF SIDE OF COLUMN - '�""� yy�� p 1 1.w �o „ ` WJ 00 ' ��T10N ISL TJU .-- .� r I' 2 Zx, , , ` 10d,NAILS FOR i - F. .,� (3) 16d NAILS @ 16"C-C. o ri - O 6 or 2x4 - � ry'I " • �o77 N �1J �11fIIN� b� - . , 2x6 CONT. BOTTOM PL. �. 2)2x6 CONT. TOP PL. ', o FLOOR - ''` ',: , "-- ' _ E� v " '': N.T.S. ( - �_, � `� ' 1. l WALL FRAMIN �� _ � � _ d: l�� LL L 7"0 _ P.E.N. - 5/8"CDX PLYWOOD. HOLDDOWN, SEE '° �i _ - SHEAR WALL SCHEDULE, ..- N 3 '� �-' N N.T,S. ? 3/4 T& G PLYWO \ FOR SIZE. M 1 1/2 ;� , �, ti, . > _ . , _ -_ r TYP. , ' a P.E.N. INTO BLOCKING. _ , n _ v� _ 4 END OF SHEAR WALL. t ( ) i LJ , I � � - . . Y .,, Via,': - . _.- � a {° as -" P.E.N, Y, *- V t ,:�,1-� _�(11L. t�,P CO . N 1V,�IL/N+ 1�1 L��'L (i s.,- ^\ �` ray is t' •-; 1 Y g 1 4x 6 3/ N� s � T. ;I , ^�7 Wit/,/ ,. LSL JOIST. 1i� - a/ N: .tom/-1 '_,, ,. �a `� N BL KING TO " ; . LL,r. _._ :, r. Y ,.:,, N. .: ,::N INSTALL 2X6 OC SIMPSON A23 s• , .$ � :, / - , .. t = , -:; i I. l / I W BOTTOM CHORD r-, ALIGN / " •,a :, ALL, / / / CLIP 24 C C. /�°��°'� /�*� ,., „ / N':FL`/�✓' SNL " t .,,w G —� - a-, ;, E G SEE PLAN ,, ., . BLOCKIN ----_ ( 't ; _ a I b N.,.i k s. ��k j.t: A'' a �, - / - - - s ING - S -r - Vs/ F BR,4C T S. O N. . IMITS �. FO ) �x �Y.�� . � .3 U ;'c Y'L� / :.� �. *-+ R3 y -, . P.E.N. U - SEE PLAN FOR.SHEARWALL I,O,CATIONS.' ;. _ � 4J NOTE: DIAG. BRACE TO (2)2x6 CONT. TOP PL. _ F, w t,r ^l - W TRU SS BAYS v _ CROSS 3 xa X X ) P.E.N. E.N. _ a, / / w . P. ¢' ". _ WN TY _ H „ AS S O -C. / r � ;. � „ ( ) 2x6 @ 16 :b 2X DOUBLE PLATE. �,1�. �• N ti��.� _ ,. -. - ., ' SEE PLAN FOR LIMITS. :" a g,:.;. Q . ., , - U / / „4 ,, S - , ,1 - , / .. J4 - 4. ' d - - - - f l D PL YWOO D `'.; (� 12 X / C I 4. . 1 r _ - — - - — — — - -- - - - - - - ,!: l e -.- -,- - r:y Z ,,I y ,. - ,e� w. - ;.. -T T- -1 1 _. 1 l T L l I� W . . - Z ;i INSTALL 2X6 SPF#1/2 W/ 7 e! _ `hx< z o �Twrl ;, 16d NAILS EA. END(FAR FACE 1 I I I� '` I I I III 4\ - OF BLOCKING). - _ o W `M -- °` I: �, � I II II SII I II III ? // - 1r N.T.S. i N �:. I I I . I i I. ' r :, � ( I = I I I I I rR 4 - w I I.I I I I I`I� ` 1 I I I I I I = / _1 , 4 I I I`:I I i I F- -I I = -I I- — �_l I III , z I . . I i lYl I I .I I;� �I I. I I I I III w _ „ , , .� r. ,t ,: z I- I.I I I '' ( I I I ,� �4.u I I I I III 4 �iiaiiira/iiiaiiairiiiiiiiiiiiiiiiiiiiiaiiiiri ` ,i - - IN ' ,,, , _ STALL 2X6 SPF#1/2 W/(7) I PIAN. - "„=P.EIt�, q,t I '.�.I I I I III IL STUD r I I $ ' BU T-UP 2X X X X X OF BLOCKING). N z , �, %, / �� " p I I I. I I I I I I I &, I I I I I I �—AT END OF WALL(TYP.) r, // // // a // - ROOF TRUSS @ . W I — .I I IIs.r ' I I I I ; I I I I III / f 5_ • . 24"C-C. w - L_ — 1- — 1 ;� I ,�a " ,�;-, :I I I I 1 I I O i' `, ;" -I I I, I I I R' ��I I ,' I,.l I I I I III z �( ( �( v PRE-ENGINEERED ROOF TRUSS :�- I � a - x f I lI : II f. II ,r.[' II I — II w 24 C-C. . BUILT UP 2X STUD _ . x, i' / .N' .r . I I ; l I ,�, 1. 1 . I I I I III / '; - II I t . / P AT END OF WA LL 'TYP. - .. „b IMP ON H1 CLIP ^ - I I I I �� I I -, (.. ;I#� i I I I I I I S S / USSES AT LOAD = il.. u 11, / S� :, •. ALL TR 2X SOLID BLOCKING - . , a . ,:,; �:, `II .I I :.II „(� I I I I I I I . . :;: i BEARING WALLS. l I / / , / i„ I 1 ALL P.W. JOINTS+IN } '`. �,� �.. l' / / /. II II I II �,rl II II III / r .. / - / SHEAR WALLS.. , �:,.: A23 CLIP I I I I I. i I / SIMPSON I ( l7 :,, / / / hi `�N NEA. TRUSS , , BETWEE 1„ / ° i s 6 LOCKING OFFSET / INSTALL 2x B II I I I I I I I . .; I I I I F w. . SIMPSON H3 EA. I FULL LENGTH OF °F '. I TO SIDE OF SILL, SEE PLAN _ - - - I— - - I- - - ( - BRACINGABOVE. - .,TRUSS. b}:: _•I = CAD,FILE NAME FOR LIMITS OF BRACING) L. _ ,,,. ,°,,a r _ t � / , � / , r- sh t, „ ,• - ACRD\SPRINGWOOD\CONST.\S 1, i / C w: 1 . - 11 . f�OLDDOWN ANCHOR '0 I' l 1>\ - SCALE 1 •, $�. i .nl r yl �c r 111 - ."t q'' '..•� lmrl,• 4ti.,t - - SIMPSON MSTI36 ,� �; P.E.N.=PLYW 1 _ - ” _/ ENDS OF.SHEAR WALLS.„ , , OOD EDGE NAIL AS NOTED 2x6 STUDS 16 STRAP TIE FROM 1 @ SEE PLAN FOR LOCATION. � y . ' �1't, P.E.N.`� "Er /° ¢. e P.E.N. `. : . rr ', HEADER TO TOP C-C. :� d F.N. -PLYWOOD,FIELD NAIL. = DRAWN BY I PLATES. .518 0 ANCHOR BOLTS W1 .. s sr \ I,; :WASHERS,AND HEAVY «' s _ LVL HEADER I HEX NUTS(TYP) i - �• DRAwwc TITLE I _ '` } __�_ �- SILL PLATE. ,,, : x x SHEAR WALL 1 DOUBLE 2X6 TDP PLATE. 8 ,TY�1 �iL. F � WALL �11L , D 3 I : °�^y � � f SECTION S y END POST !INi TYPICAL INTERIOR BEARING N.T.S. 2X6 STUDS, 16 C-C. f /j N.T.S. WALL AT ROOF TRUSS ti -* z : J _ 8c DETAILS qq ..t r IVD1 �1 ��'® �f �� W�QLL F��M/N� • DRAWING No. . _ _ 3 N,T.S. . _ - . ' " ' - s° ,` - . F`X � . „ i - - .. �....,,, ,",. ^3:. ,:r:,:, sh".w.:,:,d- •:«t:Cd"f v - - I �". 'il .` _ ._ _ _. .. ;.a�. rn v 0_ Li- . L. -- - ;, . - D CV _r CONCRETE & REINFORCING STEEL NOTES ' ti) . _ •L, A. IN GENERAL ALL CONCRETE WORK SHALL CONFORM TO ACI rj' . 156'-0" STANDARDS, SPECIFICATIONS AND RECOMMENDATIONS. �; DROP TOP OF EXTERIOR j 1'-0" 18'-51" $IF 18'-10" 8" 18'-10" 8" 18'-10" �" PATIO FROST WALL 5" B. COORDINATE SIZE & LOCATION OF PIPE SLEEVES & CONCRETE .I f if AT ALL LOCATIONS (TYP.) OPENINGS WITH PLUMBING, ELECTRICAL & MECHANICAL TRADES = zPRIOR TO DETAILING REINFORCING STEEL. WHERE APPLICABLE - 11 f-------------------------- -------------------------------------------------------------------------- i = ry -Ki F-----------------------� F-----------------------i i i i i i C. APPROPRIATE FIELD CHECK OF DIMENSIONS & ELEVATIONS No. DESCRIPTION DATE = 'r Q I I I I 1 1 I I I I SHALL BE MADE TO ASSURE CONGRUENCY BETWEEN THE SET p n' p , I I I I I I I I I 1\EVISIOIVS = r I I I I I I 1 1 I I POSITION OF THE ANCHOR BOLTS & THE EQUIPMENT BOLT I I I I s..�l s:'a r-u mss;. w •s:.m, PATTERN. WHERE APPLICABLE. ' ——— I I 1-1 � €g ra "�" �, s s - ---- c--- -------------------- --- - -------------------^--- — ----------------- —�------------------------ i - e � • � I____--_________________ -------------- T—r---------------------- T—r-----� I D. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A 615, a --1-L------------------ - I 1 R r- --------------------1 1 = w �fi, 6'-U" ---------.--------------6� �6 -6 -----------------------�6, GRADE 60 UNLESS NOTED OTHERWISE. _ r ----------------------- --- Q V) 3 - "t f r/ f H f » � 1 n f n 116 f » I I ¢ - �j "� i s 18 -1 I 18-1# l I 18 -2 18-2 I 18 -2 I I 18 -1 1 . 1 ;t� I , I I I I I I 1 I E. ALL WELDED WIRE FABRIC _(WWF) SHALL CONFORM T'0 ASTM _j W j ' -, V_ I I I I I I i I I F- ------ z - ��------- I 1 1 I I I 1 I I i 1 I i A 185 AND BE FURNISHED IN FLAT SHEETS. - z _z 1 r ----- I I I 1 I 1 I I I I I I 1 I r-----� 1 ' � zit I- - I 11 11 I I 1 1 1 1 I I I x I I I I 1 1 o I I I 1 i I I 1 I 1 1 ; F. REQUIRED CONCRETE COMPRESSIVE STRENGTH (f'c) AT 28 - � Q W = D co I I I I I I I I I I I I I 1 1 � F- Wow � I I � = i I I I I I 1 1 I I I I I I I I 1 1 I I DAYS IS 4000psi FOR EXTERIOR SLABS UNLESS SPECIFIED OTHERWISE a w o _ I I I I I I I I I I I I I I _ 1 I I I I 1 x __.j �_______________________� �__________^____________� �_______________________� �_-____---____-_-_-_____I. F--____j I - v o - I L------I i----------------_=----- ------------------�'+ '*- I G. REQUIRED CONCRETE COMPRESSIVE STRENGTH (f e) AT 28 A 0 ¢ J - - ��--i-------i I -----== 1 1 -------- r 1 I -- I I -----------=- ==--=-iI L,-=---------------------i -----------------------i r-------� o DAYS IS 3UOOpsi FOR ALL OTHER CONCRETE WORK. - (�'_' ° ,� __ y I I---------- ------� r- -----------'r---i r--------------------- -1 r--- I I 1 1 1 I I 1 I I•.- I I 1 1 x I I I I 11 1 1 I 1 � O _ < I I -+c+ I I I I I I I I 1 I I H. ALL FOUNDATION CONCRETE SHALL BE AIR ENTRAINED 4% to 6X ( . J o o - s I I I I I I I I I I 1 I = —I tU W f= - ' I I yr , n = n I I I 1 I I I I I " I I I 1 I I " Op E v I"- I 1 I 1 I I I 1 THICKENED-SLAB I 1 I I I I G N o o - 61 1 ' I I I I I I ( ) I ' I I I I I J. PROVIDE CONTROL JOINTS IN SLABS AS SHOWN ON DRAWINGS F `` I 1 1 I I I I / Tl(P. I I I I iti - N � o Q - 0 I _______ -_ I I I 1 ___`________________ I I I IAND SO 2 � - O _ II--------=-==----- -------- x-- ------------------^----� 1 _ --------------� -----------------------1 I r n JOIN N Z Q)p 0 0 V ---a"-----7.-- $ _ , x I 1 --------:�_�» N_,.___ ----------------- - DUES NOT EXCEED THIRTY ET. _ o�t c J AT THE MAXIMUM DISTANCE BETWEEN TS CJ f: 1------,---„--- , „ r-------- --------r 7r I n-------------- -„---- I$"�------ -„--------------�. r ;;---- n 1 �-;- » r --» --r : 4 6 i TY (3q) FE W o I I I 11 -81 6 -8 1 I 12-1 14t-t2 12-1 I cio --- 12 -1 141-12 y--- --- 6 -8 11 -8 I I - ° Qa 1 �< I I Y , 11 -11 -`}--- --------- I I K _ _ _ @ Q o - - �I �---------____-- .c I I �_r- J L_ I i ,i t i I -- L-----' ALL CONSTRUCTION JOINTS SHALL HAVE 'KEYWAYS UNLESS _ �, ¢ n ”'co 0 4 Q ----- -------------- ----------- ---------_-- I I --____-- 1 I I -------------- _ I I I I 1 r- -I' r-- I NO IED OTHERWISE. KEYWAYS SHALL'BE 1-1/2" DEEP WITH it a�U' w w s " X r -I I I r I •- I I I r-- ---------- I r ------------� I I I I - n.o Lo rn 0 - F � _ v I I I I I I I I I I I I I I I I I I i I . I I I I I I I I A WIDTH OF 1/3 THE SMALLEST 'MEMBER UNLESS NOTED / °- a m 1- U J11) I I I I I I I I I I I I I I I I 1 I I I I I I I I I _ ✓ C7 M O - < ¢ = v1 I I I I I I I I N I I I I I I I I ;, I I I I I I I I I I I I OTHERWISE. a I a c -1-' v - O .4 --�. ..._ - .. I . � -11 � � I I I I I I I I I � I , � �I . I I I � � I I ;;- a[ �:• =s em-. —� - L . _ S LEGEND NOTES � y �, - F--) - _ _ �, . = - - - 4y PARTITIONS BETWEEN DWELLING UNITS TO BE 2x4 WOOD STUDS AT 16"O.C. _ E� WITH 3-1/2" UNFACED SOUND BATT INSULATION, 1/2"BP SOUND DEADENING 'c, { BOARD AND 5/8"FIRE CODE GYP, BD. (UL U311)(STC 50) PARTITIONS BETWEEN - v DWELLING UNITS AND GARAGES ARE TO BE SIMILAR EXCEPT 2x6 STUDS - = c + 5-1/2" BATT W/4 MIL VAPOR BARRIER. <r . STUD WALL-2X6 AT 16"O.C. AT EXTERIOR WITH FULL THICK INSULATION _ _ l + BETWEEN GARAGE& LIVING SPACE. -_ = y -2"x4"AT •16"O.G. AT INTERIOR BEARING WALLS. No DESCRIPTION DATE _ ;-1 - -2"x4"AT 24"O.C. AT INTERIOR NON-LOAD BEARING WALLS _ REVISIONS . �.,.,...-, 1, -„•..�",".,,�,,,,,, . PATIO PATIO PATIO PATIO - 7501b - 0 00 E PF#2 EXCEP( AS NOTED. "� - FRAMING IS WWPA S 11 . 1 1 0 U ' I-1 - m - `� LINE OF FLOOR ABOVE -_--- _LINE OF FLOOR ABOVE -- ________ ,� slzE _ w o _ 1-1 -------=-------------=---- --------=----------------- ------------------------- ------ -- ------------------ ,�.- INDICATES MEMBER SIZE &SPACING : `' - - - , - _ - - I slz� O �{ - INDICATES BEAM SIZE. _ s s } cn LEGEND 8c NOTES _ PARTITIONS BETWEEN GARAGES & LIVING SPACE TO HAVE 5/8" FIRE CODE o GYP. BD. ON GARAGE SIDE OF WALL AND 1/2" FIRE CODE GYP. BD. ON = Ln LIVING SPACE SIDE OF WALL. GARAGE CEILING TO HAVE 5/8" FIRE CODE GYP. BD. IN ALL INSTANCES. STUD WALL - 2x6 AT 16" O.C. AT EXTERIOR & BETWEEN GARAGE & LIVING _ 0 SPACE W/FULL THICK INSULATION. = _ - 2"x4" AT 16" O.C. AT INTERIOR BEARING WALLS. - 2"x4" AT 24" O.C. AT INTERIOR NON-LOAD BEARING WALLS FRAMING IS WWPA SPF#2 EXCEPT AS NOTED. = No. DESCRIPTION DATE 750fb — 1,100,000 E sv SIZE REVISIONS INDICATES MEMBER, SIZE & SPACING. SIZE " INDICATES BEAM SIZE. ua o a, z ® POST - SIZE AS INDICATED. IF NOT INDICATED POST IS TO BE 2"x4" OR = N I 2"x6" TO MATCH WALL & EQUIVALENT IN NUMBER TO BEAM BEING SUPPORTED. _ (n F-r I Zta «; }--- = Z FRAMING LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS a Q Z NOTED. LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE _ f a 4 TREATED. _ --- a- z w ° zc� � w LVL MEMBERS ARE BASED ON BOISE CASCADE VERSA—LAM. _ Q N 1l'—4 7'-34", f, , 9'-1" 9'-3" 6 TRUSSES TO BE FABRICATED IN ACCORDANCE ,WITH DESIGNS & DRAWINGS - < 3. 00 PREPARED BY A LICENSED ENGINEER OR ARCHITECT. GROUND SNOW LOAD 50 psf. = I J o s 4'-6j" 4'-6r 5'-91" 3'-51" DESIGN WIND LOAD 90 MPH, MAIN FLOOR LOAD 40 PSF. Y oC°o E F 5 F N 6 � 3'--0" ,a 4'_8" �. „ r 6,j (SLEEPING AREAS AND ATTICS 30 PSF) ( o 6 -0 I I lJ _ :Lor a` d zzor �°1 BEARING LENGTHS & FRAMING CONNECTORS TO BE SIZED TO DEVELOP FULL Of (n °' i II I 11 I: I II STRENGTH OF MEMBERS. o �r o o = O i��cl- 5 � z o PROVIDE FIRESTOPS ABOVE INTERIOR BEARING WALLS. v o -- 0 (n Z o0 baa BEDROOM SD SMOKE DETECTOR = o 0 0 � - ;� -No o 6 E F- 0 'r (HARD WIRED, IN•IERCONNECTED W/BATTERY BACK-UP) cr- tz w co V) >d,-.w _ BEDROOM Ch CARBON MONOXIDE DETECTOR I (HARD WIRED, INTER CONNECTED W/BATTERY BACK-UP) ww o b i� WORK IS TO BE AS SHOWN & cv EXHAUST FAN - DUCTED TO EXTERIOR (TYP ) = NOTED AND IN ACCORDANCE 31„, 3'=8 " (OPTIONAL T'0 BATHS,WITH WINDOW) WITH MANUFACTURER'S LIVING ROOM ao 0 RECOMMENDATIONS, TRADE iv = ASSOCIATION PUBLISHED SD FINAL FIRE ALARM AND SPRINKLER DESIGN DRAWINGS TO BE a RECOMMENDATIONS 'AND 3 " 5'_5 " PROVIDED TO THE CODE ENFORCEMENT OFFICE AND FIRE MARSHAL'S = GENERALLY ACCEPTED LOCAL o J;' OFFICE FOR REVIEW PRIOR TO CONSTRUCTION. I _ /�\ _ _ CONSTRUCTION INDUSTRY FINAL LOCATION OF KNOW-.BOX TO BE COORDINATED WITH THE FIRE ' PRACTICES. 3,_5 » 3,_6„ 3,_0 " 8;_7rr Q� _ -------- - =-- �� MARSHAL'S OFFICE PRIOR TO INSTALLATION N _ - —'� - --------------- I GARAGE FIRE DOORS v �• wwwwwwww.l ®•®®�® <r--- - --- I k cvi _ GARAGE 3' CLOSER "F S.C. OR OTHERS IPPEDU INCLUDING �. ' I _ . � RATED -- I I �� D W `I ING SADDLE IRE 000 BATH KITCHEN- s LAUNDRY . DINING ---- I - " �. r-- r. in �\ - -- - ,r 3 ,> 3 0 I 1 3 -2 3#-6#t 5_ $ o : 5 -�r ATTIC ACCESS j ----- UNIT TYPE A l WIND 0 W SCHEDULE _ I I t PANEL (TYP.) O WINDOW MODEL~,,# REQ'D. LIGHT- ACTUAL REQ'D. VENT ACTUAL EGRESS WINDOW ROOM NAME TOTAL SQ. FT. _ a_ LOCATION - =� & QUANTITY; AREA (MIN.) LIGHT AREA AREA (MIN.) VENT AREA OR DOOR ' 432 3 3052 34.56 66,2 17.28 '34.88 YES = �, _ i. , O KITCHEN/DINING/LIVING O _ '� 00 C ------- (1) 6068 DOCK _ i N SRV wwwswwwakr--- o_aa a'o.n..n Aron=w.nnoimn`m,�i F - - P - - - � - z�� % LO BATH ------' - -i I, - , z BEDROOM #1 123 (2)SL52 9.84 24,2 _ 4.9230 J TY „ 13 .44 YES I x .. DN r� 'Y= _ :��+�+ BEDROOM! #2 142 (2) 3052 11.36 24.2 5.68 ' 13.44 ', YES CLOSE' , iz "' �, �w i BEDROOM ` 3 208 (3) 3052 ::`Y I —I BE PWDR. �-- , i� J -.. �.,�- .,._,i16.64 - � 36.3 8.32 -.�', 20.16 . � ,YES i 4J i I _ SD . a co r1— �, � " =xv '. -2 -- 7 5 n IF DESIGNATIONS .AS AS MANUFACTURED BY: MW WINDOWS AND DOORS? 4� ----=- 3'-9" 2 -1 I. 3-3" 5-24IF AL N WINDOW F 54" ALTERNATE , �� CONTRACTOR CONFIRM THAT MANUFACTURER IS UTILIZED ,, ` i CON AT ALTERNATE MANUFACTURER U) 3 " 3� 3 - ' I LLJ_ WINDOW SIZES PROVIDE EGRESS WHERE NECESSARY AND LIGHT. _ AND VENTILATION FOR ALL AREAS SHOWN. Lf) ,� cc3 ---------.I GARAGE _ o %;, BEDROOM : ,. .f.v ti - q �\ ENERGY CODE COMPLIANCE ��.NOTES �- o baa � Id I I SD 0 m -------- x -- Q �, 1. C-RAT .' . ' ED RECESSED` LIGHTING FIXTURES' "AT ;HOUSING\INTERIOR ---- --- - -- ----- - - - i FINISH 'AND LABELED TO INDICATE < 2.0 CFM LEAKAGE A"T 75PA MUST BE USED ` rn ---- --- I i W.I.C. ! j. _ : '70 2. AUTOMATIC OR GRAVITY DAMPERS SHALL BE INSTALLED ON ALL C� U P I I OUTDOOR AIR INTAKES AND EXHAUSTS. 4 3 BLOWER DOOR TEST IS REQUIRED IN ACCORDANCE:WITH NEW YORK STAT - - r: BUPILD ENERGY CODE CONTRACT,BETWEEN THE ER AND TESTING AGENCY - . I I m SHALL BE SUBMITTED 10 THE BUILDING DE LAR fMENT 'PRIOR TO ISSUANCE OF .THE BUILDING PERMIT. v 1 i� 5 0 u 2 N 4. ALL WOOD BURNING FIRE �.. , , � 5 8 PLACES SHALL HAVE GASKETEU DOORS "AND � R OUTDOORCOMBUSTION i 4" Qd '� 6 11 11'-6 " COM N AIR. t ^ 6 THESE PLANS HAVE BEEN DESIGNED TO PROVIDE COMPLIANCE WITH THE i p C (�VFRFn -- - — — --� . 34 E CURRENT EDITION YO R i " - ! REQUIREMENTS OF TH URREN OF THE -NEW RK ENERGY ENTRY 9 - U „ CONSERVATION CODE. „ 19. 3 —p 6 —U " 6. ALL HVAC SUPPLY DUCTWORK TO BE LOCATED COMP .. 12 —Uy LETELY.,INSIDE 2 -74 4-1 THE 'BUILDING ENVELOPE:' , i 19 4'-6" . i i 7. _ALL HVAC DUCTS, AIR HANDLERS,''�FILTER BORE$ :AND BUILDING ' CAVITIES USED AS RETURN DUCTS ARE_ATO'BE .SEALED;IN ACCORDANCE �Q WITH THE REQUIREMENTS OF THE NEW YJI7K STATE ENERGY i CONSERVATION CODE. UNIfF 2A G I HALL"NO 0 PLY .. -..,......., 8. UNDUCTED,.BUILDIN CAV TIES S T .BE USED`F"FOR ::SUPPLY a CAD FILE NAME OF HVAC.AIR. d ACAU\SPRINGWOOD\CONST.\A-3 9. PROGRAMMABLE TF ERO ATS SHALL BE STALLED N ALL FO I M N 0 FORCED AIR SCALE F - AS NOTED UNIT 1 A ,. FURNACES. DRAWN BY i 10. CIRCULATING SERVICE HOT WATER SYSTEMS SHALL HAVE AUTOMATIC Y . OR. ACCESSIBLE MANUAL CONTROLS. DRAWING TITLE 11. ALL HEATING/COOLING EQUIPMENT 'SHALL BE SIZED PER ACCA MANUALS BASED ON LOADS PER RCCA MANUAL J OR OTHER APPROVED METHODS. ENLARGEDP R-TM EN T A A p.. a qA PLANS Bc ENLARGED APARTMENT PLANS 4 - , -o = SCH ED U LES : DRAWING No. m = a _ f, I 1 4 LEGEND & NOTES. = T N PARTITIONS BETWEEN GARAGES & LIVING SPACE TO HAVE', 5/8".FIRE CODE _ - o GYP. BD. ON GARAGE SIDE: OF WALL AND 1/2" FIRE CODE GYP. BD. ON Ln LIVING SPACE SIDE OF WALL, GARAGE CEILING TO HAVE 5/8" FIRE CODE = q) GYP. BD. IN ALL INSTANCES. _ E' . STUD WALL - 2x6 AT 16" O.C. AT EXTERIOR & BETWEEN GARAGE & LIVING - Q SPACE W/FULL THICK INSULATION. - _ _ - 2"x4" AT 16" O.C. AT INTERIOR BEARING WALLS. - � - 2"x4" AT 24" O.C. AT INTERIOR NON-LOAD BEARING WALLS - � �, 0 FRAMING IS WWPA SPF#2 EXCEPT AS NOTED. No.I DESCRIPTION I DATE � - 750fb - 1,100,000 E - I � .REVIS1-1IONS slzE w- INDICATES MEMBER, SIZE & SPACING. - f,E� ," .. N . ff, SIZE ,' '_,,..,. ,,,•,a,„ k, .� , INDICATES BEAM SIZE. 0 6, ® POST - SIZE AS INDICATED. IF NOT INDICATED POST IS TO BE 2"x4" OR 3 2x6 'i0 MATCH WALL & EQUIVALENT IN NUMBER TO BEAM BEING SUPPORTED. - D V) t->- _ I-- Z U < FRAMING LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS a z 0. � Q) r " " o a z �I -8 14-2 9,_51" 3 " 9,_1" , NOTED. LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE - � it o Q 110 2'-7 " W-3 " 5'-3 " _, o TREATED. _ a V) Z '' off 3'-51" 6'-0" 11. 4'-'61" 4'--64" _ >- w o c z Q) LVL MEMBERS ARE BASED ON BOISE CASCADE VERSA-LAM. `` '� � I , � I i il I 11 . w ° ru `` o I€ II I _ J€ I€ II I: 3 31 �JNCE GROUND LOAD 50 p f - � o o ._ PREPAREDTRUSSES iBY A LO BE IGEJSEDEpENGINEERIN OORAARCHITECT.DGROUN SNOW DESIGN WIND LOAD 9U MPH, MAIN FLOOR LOAD 40 PSF. s 00 E W U a) o � W (SLEEPING AREAS AND ATTICS 30 PSF) a .� a _ c � oo ;� .v ? cv w w o Q d BEARING LENGTHS & FRAMING CONNECTORS TO BE SIZED TO DEVELOP FULL � _ � _ �m o LO o W r_ STRENGTH OF MEMBERS. ° ° c rn o W '_ o fl � j � o�oo�D(dj > � z - L_ PROVIDE FIRESTOPS ABOVE INTERIOR BEARING :WALLS. Ll- a)rn 00 co a � c' W L E3EDROOM #3 in � n o �n_ 0 - ) LIVING Room o _ � _ o 01 � v BEDROOM 2 I � -0 a a V) 1 _ (Sp 5U SMOKE DETECTOR _ _ o r �„ J (HARD WIRED INTERCONNECTED W/BATTERY BACK-UP) o -� c�•i °` o o E 5'-5j 3. 3'-84" „ 3 „- - c� w , co v> >w w - 5- - ATTIC ACCESe� PANEL 3` �?� (F ARD WIR WII CARED, IN N TERDCONNECTED W/BATTERY BACK=UP) 8 1 1 " r ,; „ 22" E o",SPIN" CE \ A -" . , WN & e j , j -8 -10- --- - 3=0 3 -6 3 -5 SD x SCO / ItMOU EQUAL ❑F EXH UST FAN - DUCTED TO EXTERIOR (TYP.) " WORK IS TO BE AS SHO \ (OPTIONAL TO BATHS WITH WINDOW) NOTED 'AND IN ACCORDANCE , IiL ,i IL . 3 WITH MANUFACTURER'S -;'; - FINAL FIRE ALARM AND SPR _ _ _ - - �� -% �',�='�� DRAWINGS 1 � - v TO _ ....... r.....®... :- rte, SPRINKLER' DESIGN I RECOMMENDATIONS, TRADE I� r7 =� - J W. .C. t,�, PROVIDED "f0 THE CODE ENFORCEMENT OFFICE AND FIRE MARSHAL'S ASSOCIATION PUBLISHED 1=�f` _ " " " ' - r� ' RECOMMENDATIONS AND _ 5 " 3 3 �� W.I. ': ;n I OFFICE FOR REVIEW PRIOR TO CONSTRUCTION. ,z 4" 5-9 . ,:I o,� 3.-6 3 1. -2 �: I ----------- GENERALLY ACCEPTED LOCAL ---- THE FRE L FINAL LOCATION OF KNOW-BOX TO BE, COORDINA = CONSTRUCTION INDUSTRY m F TED WITH I j PRACTICES. _ - - ------- +� - �i MARSHAL'S OFFICE PRIOR TO INSTALLATION. � � ' D1�11NG m � I I I- �'' KITCHEN o f c° / GARAGE FIRE DOORS - I ao W ___-- 0011� BATH 8 I I D I - GARAGE 3'-0"x6'-8" S.C. OR OTHER 3/4 HOUR FIRE RATED _ ! ' Q if) DOOR WITH CLOSER, FULLY �WEATHERSTRIPPED INCLUDING SADDLE. )g �„,-�°,..-.°'�'.� ""6'�°:&�.y��4,W L 1i4W a �� LAU R Y _ o l � -. T ❑ - u O I , - ND a o -- - --- - I SD - , �1 UNIT TYPE C1 WINDOW SCHEDULE1. r'�ry mmmmmdmm®®mmmm'¢,��®®vm -e,� aef_ -�a++avwa®rm®lk `'•°rV m - - - In - * t� J• - (f C UTILITY o 1 '� u O �: - . WINDO - I W MODEL - �i C F R_ D. AC - LIGHT TU _ Q AL - A RE D VENT ACTUAL EGRESS _ ,, Q WINDO ________ O ROOM NAME TOTAL SQ. FT. r W io 4 - O - i - . ,I CLOSET _ I & Q AN AREA ( I LIGHT AREA ) T R 0 - - ------- U TITY M N.) AF?EA (MIN VEN AREA 0 DOR Q x4 a 0 :;`_r '-0° . "� KITCHEN/DINING/LIVING 422 (2) 3052 ; fil 33.76 35.16 16.88 30.15 YES `� _ PWDR. c+a �» - BATH_ z 2I, ��, r� (tD - M _- r- '`at - ( _ I /- \ z ¢ � (1) 3168 DOORt; I , j� - -' k N DN I ;�I O i `1 m ',r m CO -- -.. - r-1 = 1. I _ � . 1 1 . ;�, _ ---- --- BEDROOM 1 224 I 2 3052 - ``�; 11,-",) : > M P � - z � # O. y,. 17.92 24.2 8.96 13.44 YES + ® '- _ O _ w I � I - r .� - - „I : ------------- z I ___ p I'- ---- BEDROOM -#2 142 (2) 3052 11.36 - 24.2 I 5.68 13.x•4 YES ; �-+ .0 ,..IY 'ti-I ''� M ruv I - J T1 NN •---- I ---- k 1c� n - , 1 . 5 4 5 -7 . . . - B D 0 2 3052 _ EROM 3 11 9 m � � �9. _ . ., • � . - - _ ----�---- # O 52 24.2 I 4.76 13.44 YES , '� �--d � " - - . . - � . . - . - SD ,, 5 _ - -- - CCj - M I / i. _ . Cn " - 1 r +-a ' , " f " "r _ _ gp _I i� - 5 -2j 3; 3 -3 ,.2 -1 3 - rt O �. �� .; I I WINDOW DESIGNATIONS AS MANUFACTURED BY'- MW WINDOWS AND DOGRS � . - 3 " 3 " 3 " -- . �" IF ALTERNATE WINDOW MANUFACTURER IS- UTILIZED1. _ .. GARAGE I �� R SFIALL CONFIRM Tf IAT ALTERNATE °MANUFACTURER „ - oo WINDUI"IC IES PROVIDE EGRESS WFIERE, NECESSARY .AND LIGHT a I © -------_ - - , Q�.� ___----- AND VENTILATION FOR ALL AREAS SHOWN. cu '`V . o0 1 -1 --- -------- _ _ - - ` - - L. - - - �} _ r - u, % . I I m - __ a . ,)E cV ------ =xv m t� , r - BEDROOM #1 ,i�° 1. 1k �� ;�'.�, . � A---------= I .- . � ,b � ; ,y e , � " , - ,.v , �,I ENERGY CODE CQMPLIANCE NOTES :1 �', H 0 i - r - - - UP - - � ` - - .: ,.. - .-_ y-, - - 1. C-RATED RECESSED LIGHTING FIXTUf ES, SEALED "AT HOUSING\INTERIOR � ':`� . r I � V) FINISH AND ',LABELED TO INDICATE < °2.0 CFM LEAKAGE:,AT 75PA MUST BE USED. 0> W. C. Nom°"' �D ' 2 . I . AU fOMATIC OR GRAVITY DAMPERS SflALL',BE INSTALLED ON ALL1. - CJ ,M - �� OU iD00R AIR INTAKES AND EXHAUSTS. ars ate, , ,0 - i , , - 1. '� 4 �r , 3. BLOWER DOUR TEST IS REQUIRED INI�ACCORDANCE WITH NEW YORK. STATE � (� --------- ---J - - - - - r - I , '1' ------ _ --- ENERGY CODE. CONTRACT BETWEEN THEa:BUILDER ;AND TESTING AGENCY - �'. _ - - . - 'SHALL BE SUBMITTED TO °THE- BUILDI G DEPARTMENT PRIOR TO - ?-�-- - - - - - - COVERED - I I :I , �� - ISSUANCE OF THE BUILDING PERMIT. ' A ' Q�1 _ I 9' 0" __[,I ENTRY 6,� - 0 �4. ALL WOOD BURNING FIREPLACES, SHALL'''HAVE _ _ _ GASKETED DOORS AND --� " OUTDOOR COMBUSTION AIR. I 10 ( 5 -10 5'-9 " 5'-10 " . �( 1 ..�. f � " " „ �, 11'-8" 6'-9�" 5. TFIESE PLANS HAVE BEEN`DESIGNED;;TO_;PROVIDE COMPLIANCE WITH THE . �1��!,�i�iiii�/��/aaiiriaili�a�ai�iairiiiiii� 11 -8 - 4 -1 .� -1 '.'� ._ REQUIREMENTS OF THE CURRENT EDITION OF THE NEW 'YORK EN �i - - I ENERGY r " " � i - CONSERVATION CODE. � I ,' I h`! ; 1. I / - 6. AI_L HVAC SUPPLY DUCTWORK ,TO BE 'LOCATED COMPLETELY INSIDE ® / :.. jj THE BUILDING,:,ENVELOPE. �' - • ,f _ - -=. 4�r - - 7. 1 l L A_ HVAC DUCTS, AIR HANDLERS, F LTER.BOXES AND BUILD N ,: - EALED ,IN ACCORDAN Ic , 1 CAVI LIES USED AS .RETURN DUCTS AfE TO,BE.,S CE1 . i D. UNIT C UNIT 2C . . WITH fH TrIE REQUIREMENTS OF THE NE'N YORK.,STATE ENERGY I CONSERVATION CODE. / `` ryr.x i Nit' I _ 11 - 8. UNDUCTED„ BUILDING CAVITIES SHALL-NOT BE,,USED FOR`SUPPLY �® _ OF HVAC AIR. _ i/ :4 �ii�j/i i iii ii i i/ - 9.,�PROGRAMMABLE THEROMATS SHALL BE INSTALLED ON ALL FORCED AIR .� � •- FURNACES.' � 'c�+o FILE NAME 4 . 11 I 11 11 �Lj - ACAD\SPRINGW00D\CONST.\A-4 10. CIRCULATING SERVICE HOT WATER SYSTEMS SHALL HAVE -AUTOMATIC - SCALE OR ACCESSIBLE MANUAL CONTROLSJ - AS N©TED ,' S D I d 11. FALL HEATING/COOLING EQUIPMENT SHALL BE SIZED PER ACOA MANUAL RAWN BY ,. ENLARGED AhARTMENT PLANS - BASED ON LOADS PER ACC MANUAL J OR OTHER APPROVED METHODS 6 v. . . , - ,, - 1. - DRAWING TITLE �r4b11'.1 ENLARGED - 1 - , '� '' . - �' - . ' PLANS & , �,. 11 14SCHEDULES ; �� . - �fl` =DRAWING No. ' - . - �dJc`.J'Cnw '6.�e',:.}Y8Y@b'YRLYW�YI"b1b+.' uY�aAk'k tLL14YbYJi4aa'.ie . I . sass m - V Z S LEGEND & NOTES - = 0 = � . _ - N PARTITIONS BETWEEN GARAGES & LIVING SPACE TO HAVE 5/8" FIRE CODE - - o GYP. BD. ON GARAGE SIDE OF WALL AND 1/2". FIRE CODE. GYP. BD. ON - o LIVING SPACE SIDE OF WALL. GARAGE CEILING TO HAVE 5/8" FIRE CODE - _ Q) GYP. BD. IN ALL INSTANCES. = _ 0) . - a) STUD WALL - 2x6 AT 16" O.C. AT EXTERIOR & BETWEEN GARAGE & LIVING - Q SPACE W/FULL THICK INSULATION. -