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Correspondance, Compliance _ COMMUNITY DEVELOPMENT 'own of Queensbury 742 Bay Road, Queensbury, NY. 12804-5902 To: Steve Chester, Budget inn Cc: Dave Hatin From: MJ Palmer -Dade: July 7, 2006 Re: New mechanical rooms Steve, Based on our meeting of July 6"h,regarding the addition of heating appliances in the storage closets, at both end stair towers in Building 1, 1 offer the following: 1) Both mechanical rooms shall be separated from the linen storage area by an enclosure to be approved by Building and Codes. 2) Smoke detectors connected to the fire alarm system must be installed in both the mechanical rooms and linen closet areas, per section 907.2.12.1 of the NYS Fire Code. --- - --- 3) Mechanical rooms will require make up and return air ducting per the requirements of the NYS Mechanical Code. 4) Access to the mechanical rooms must be maintained at all times. 5) Sprinkler protection in the mechanical rooms is exempted by in NPPA 13, provided that these rooms are not used for storage. C01VIiWUN TY DEVELOPMENT OFFICE oAnimal Control 518.761.8202 • Bui7ding&Codes 518.761.8256 •Executive Director 518.761.8221 •Fire Marshal S18.761.8206 •Planning 51&761.8220 •Zoning 51&761.8238 6) Owner? ontractor to supply drawings indicating the building layout changes, as well as builts for the sprinkler and fire alarm modifications. Michael J Palmer 742 Bay Road Queensbury NY 128M 518 7618206 firemarshal@queensbury.net 0 Page 2 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum To: , Dave Hatin, Hie 05 790 From: Michael J Palmer, Fire Marshal Date: March 20, 2006 Re: Budget Inn Plan review of the recent submittals for basement area, indicates the following; 1) Dryer must be vented to the exterior 2) If storage is located under a combustible stairway, sprinkler protection is required. 3) Add detection in bathroom Michael J Palmer, Fire Marshal 742 Bay Road Queensbury, NY 12804 518.761.8206 --flreitiarsllal@queensbury.net (ZL TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum To: Dave Hatin, File 2005-790/2005 819 From: Michael J Palmer, Fire Marshal Date: Nov. 21 st,2005 Re: Budget Inn Based on the meeting and drawing submittals this date,the following items remain open: 1) Need emergency evacuation route postings on all room doors 2) Two exits are required from the second level of rear building 3) FM to review exit sign and emergency light plan 4) Provide plan for manual and automatic fire alarm system 5) Determine fire extinguisher locations 6) Provide correct truss id signage 7) Provide sprinkler plans and calculations 8) FM to review sprinkler requirements for canopies and exit coverings 9) Provide details for Knox Box with the following suggested key list: sprinkler room key, sprinkler lock key, fire alarm panel key, pull station key, main entrance key TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 (::L Memorandum To: Dave Hahn From: MJ Palmer, Fire Marshal Date: Oct. 27th,2005 Re: Budget Inn Based on our meeting, the following notes where taken: 1) Need emergency evacuation route signs on all room doors X'Two exits are required from the second level of back building 3) Provide revised exit and emergency lighting plan 4) Manual and automatic fire alarm system required including flow and tamper monitoring. Plans must be submitted 5) Fire extinguisher locations to be discussed Audible and visual devices required in all HC rooms �jf1s,F- fr 7) Sprinkler protection may be required in canopies and exit coverings Truss ID signage required X Sprinkler plans and calcs required 10)Suggest a knox box to contain master room pass key, sprinkler room key, sprinkler lock key, fire alarm panel key and pull station key. Respectfully, Michael J Palmer Fire Marshal Michael J Palmer, Fire Marshal 742 Bay Road Queensbury,NY 12804 518.761.8206. flremarshal@Aueensburynet F TOWN OF QUEENSBURY 742 Bey Road, Q eensin ry, �- 1280 -5902 Memorandum To Dave Hahn, FRe 2005-790 From. MJ Palmer, Fire Marshal Date: Oct. 11 th,2005 Re. Budget Inn I have reviewed the submittals of, and have the following comments: 1)Provide complete sprinkler drawings with hydraulic calculations. FDC to be 5" storZ. 2)Provide information on smoke detector units. It does not appear that(1)detector is adequate in the basement area,when the coverage distance is generally 30sf 3)Truss ID signage required. 4)Electrical plan legend doesn't include exit signs and emergency lighting.Please provide details. 5)Fire extinguisher locations to be discussed Respectfully, Michael J Palmer Fire Marshal Michael J Palmer,Fire Marshal 742 Bay Road Queensbury,NY 12804 518.761.8206■ 'rya szcr?.te ���azc zc 08/12/2005 09'51 5185889489 CITY ENGINEER PAGE 05 6" DiAMErER - -� f { i REFLECTIVE RED ROMAN ALI'HANUMERIG PANTONS 0=10NATION OF CONHTW#CTION (Pma)"97 `\ TIRE SASI~D ON SECTION 602 OF THE BUILDING CODE or NEW YORK STATE REFLECTIVE WHITE 4 IM" STROBE DESIGNATION FOR BWWCTURAL -, COMPONENTS THAT ARE OF TRU;S CONSTRUCTION M "F" FL m rRAf ties,INCLUDING GIRDER$AND SNAM3 #-Mir i ROOF FRAMING —, "RR"4 FLpOIt ANp ROOF FRAMING TRUSS IDENTIFICATION SIGN COMPLIANCE WITH 19 NYCRR PART 1264 xorrosuk;'. EXAMPLE TRUSS IDENTIFICATION SIGN DATE:030/2005 NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT fl AND ADMINISTRATION X AT' Fire Barrier Silicone Sealants and Foam 3M silicone sealants(one-part,ready-to-use 3M' Fire Barrier 1000 and elastomers)and RTV foam(two-part,liquid- 1003 Silicone Sealants silicone elastomer)share these properties: Available in a nonslump formula(1000)for floor and wall •Good for both joint and through- openings,and a self-leveling formula(1003)for floor openings. penetration applications •Re-enterable/repairable 3W Fire Barrier 2000 and •Excellent weatherability and sound- 2003 Silicone Sealants barrier properties Available in nonslump(2000)and self-leveling(2003) •Cure upon exposure to formulas. atmospheric humidity •2000 is great for top-of-wall/head-of-wall joints •Accommodates vibration from normal buiidina movement iri �r . Maximum pipe size of 24inches(609 mm) •Compression/extension recovery of±31%of original 'a joint width 3W Fire Barrier 2000+ Silicone Sealant r. o most common construction materials to form a sl'g flexible seal. Vfc_ •Superior adhesion •Remains elastomeric and is weather resistant •Provides up to a four-hour fire-rating •Compression/extension recovery of±15%of original joint width 3M' Fire Barrier 2001 Silicone RTV Foam A two-part,liquid-silicone elastomer that foams in place when Y mixed.Firestops and seals large and complex penetrations. �° • r �'• ^° •Cures in 1 5 minutes to form an elastomeric compression seal a ^� i •No ampacity derating of cables when used properly �t `� •Easily mixed by hand(small amounts)or by automated Y mixing and dispensing equipment(large amounts) � K n The quickest,easiest PPD around. •Takes only about one minute to install* Ultra Plastic Pi r „ • Unique anchor straps replace the need for power Device tools,mounting screws,washers and other fasteners—all you need are pliers X - r •one-piece metal collar—just lock the latch and bend the tab to secure u ` • Intumescent and endothermic 'M-T, Intumescent material is softer and more conformable than conventional PPUs Also equipped for conventional anchoring Actual installation time may varywith each technician. i T''�eraTM A firestop used with the 3ivl"Fire Barrier RC-1 Ultra G� Restricting Collar. • Intumescent and endothermic •No waste—roll out and cut as much material as you ' 9t� 1Ntix a _-.. :` �� need from the 40-foot(12 in)roll •Works with a wide variety of plastic pipes } i x OR ya, t i --41 RS°[1RY Ad t�+ 21 Room / Space Natural Light, Ventilation and Egress Information Habitable Area of Req. light Actual light Req.vent Actual Sq.ft. Remarks Room room in (8%of sq.footage (4%of vent sq. opening for square ft room) room) foots e e ress First Floor Lobby/Recp. 601 48.08 80 24.04 38 Use of dr. ADA Room 172 13.76 32 6.88 11.38 Use of dr. Manager's 166 13.28 32 6.64 11.38 Use of dr. Room Use of dr. Second Floor Guest Room 183 14.64 24.56 7.34 12.28 5.54* 95.8 7.66 3.83 5.61 Guest Room 165 13.2 24.56 6.6 12.28 5.54* 95.8 7.66 3.83 5.61 Guest Room 214 17.12 24.56 8.56 12.28 5.54 * 165.54 13.24 6.62 5.61 Guest Room 214 17.12 24.56 8.56 12.28 5.54* 165.54 13.24 6.62 5.61 * not required-due to building being sprinklered ** Please reference attached "hand mark-up floor plan-they reflect fair calculations of the floor areas- designated to the habitable room use-other areas are used as circulation/corridor functions and therefore do not constitute calculation as such. Dufour/CD/CORR/Window Aigh-vent-Schedule.doc 10/21/2005 1 y r — to Z!fi £� uf- r Ash 31 tl Ft �— t I• �I i F- 11 AM .1110 TJ15 0 m I S p� ta'V I Q O I § --------------- AM k ms fi a ZAa �_., znE aE = tos 4 x . r ' Permit Nurnber Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMeheck--EZ Software Version 3.0 Release la Data filename: \\Sdal\common\Budget-Inn\CD\Phase 1\Specs. & Schedules\Budget Inn-COMcheck-May 17 2005.cck Section l: Project Information Project Name: Proposed Budget Inn Expansion For. Shaki Bhatti 931 NYS Route 9 Queensbury, New York, 12804 518-796-7939 (C)518-792-+6524 (0) Desianer/Contractor SD Atelier Architecture. L.L.C. 510 Broadway, Suite 33 Saratoga Springs,New York, 12866 518-587-3385 (Ph/Fax). Document Author: Registered Architect- Donald Davis Jr. Section 2: General Information_ Building Location(fDr weather data): Warren, New York Climate Zone: 15 Heating Degree Days (base 65 degrees F): 7635 Cooling Degree Days (base 65 degrees F): 366 Project Type: New Construction Window/Wall Ratio: 0.11 Activity Tvne(s) Floor Area Lobby-Hotel 1357 Hotel Function 1258 Section 3: Requirements Cheek-list Bldg. 1 Dept. 1 Use I 1 Air Leakage, Component Certification, and Vapor Retarder Requirements C ] 1 1. All joints and penetrations are caulked, gasketed, Weather-stripped, or otherwise sealed. [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. 1 ] 3. Component R values &U-factor;labeled as certified. [ ] 1 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ 1 I 5. Stair, elevator shall vents, and other dampers integral to the building envelope are equipped 1 with motorized dampers. [ ] i 6. Cargo doors and loading dock doors are weather sealed. i f 1 J ?. Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed; or(ii)installed inside an J appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and J with 3 inches clearance from insulation material. Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Comer onent Name/Desccip ion Area _Value R Value U F ctor jj Facto Ceiling 2nd Floor: All-Wood doist/Ra$er/Truss 1357 38.0 0.0 0.028 0.051 Exterior Wall North: Wood Frame, Any Spacing 1089 21.0 0.0 0.062 0.074 Window A: Vinyl Frame:Double Pane with Low E Clear, SHGC 0.56 18 - -- 0.340 0.520 Door 2: Glass, Clear. SHGC 0.56 21 - - 0.360 0.520 Exterior Wall East: Wood Frame, Any Spacing 476 21.0 0.0 0.062 0.074 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 18 - - 0.340 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 18 - - 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 ' 10 - - 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 - - 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 - - 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 - - 0,340 0.520 Window C: Vinyl Frame:Double Pane with Low-E Clear, S14GC 0.56 17 - - 0,340 0.520 Window C: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 17 - - 0.340 0.520 Door 1: Glass, Clear. SHGC 0.56 56 - - 0.360 0.520 Exterior Wail South: Wood Frame, Any Spacing 1089 21.0 0.0 0.062 0.074 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 18 - - 0.340 0.520 Door 3: Glass, Clear, SHGC 0.56 21 - - 0.360 0.520 Exterior Wall West: Wood Frame, Any Spacing 476 21.0 0.0 0.062 0.074 Window B: Vinyl Frame:Doublc Pane with Low-E Clear, SHGC 0.56 10 - - 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 - - 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 - - 0.340 0.520 Window B:Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 - - 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 - - 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 - - 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 --- - 0.340 0.520 Window B: Vinyl Frame.Double Pane with Low-E Clear, SHGC 0.56 10 - - 0.340 0.520 Window C: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 17 -- -- 0.340 0,520 Window C: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 17 — --- 0.340 0.520 Window C:Vinyl Frame-.Double Pane with Low-E Clear, SHGC 0.56 17 — — 0.340 0.520 Window C. Vinv_l Frame:Double Pane with Low-E Clear, SHGC 0.56 17 — -- 0.340 0.520 Basement Wall North: Solid Concrete or Masonry<= 8" Furring: None, Wail Ht 7.5, Depth B.G. 5.2 471 — 10.0 0.088 0.098 Basement Wall East: Solid Concrete or Masonry<= 8" Furring: None, Wall Ht 8.6, Depth B.G. 8.2 171 — 10.0 0.088 0.098 Basement Wall South: Solid Concrete or Masonry<=8" Furring: None, Wall Ht 7.5, Depth B.G. 5.2 471 — 10.0 0.088 0.098 Basement Wall West: Solid Concrete or Masonry<= 8" Furring:None, Wall Ht 8.6, Depth B.G. 8.1 171 -- 10.0 0.088 0.098 (a)Budget U-factors are used for software baseline calculations ONI..Y and are not lode re-uircu� 4 ettta_ Envelope PASSES: Design 10%better than code Sermon 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belief; and professional judgment, such plans or specifications are in compliance with this Code. Principal Envelope Designer-ivarne aigunaturee Date r peffnit Nuinber Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Soffware Version 3.0 Release la Data filename: \\Sdal\common\Budget-Inn\CD\Phase 1\Specs. & Schedules\Budget Inn-COMcheck-May 17 2005.cck Section 1: Project Information Proiect Name: Proposed Budget Inn Expansion For: ShWd Bhatti 931 NYS Route 9 Queensbury, New York, 12804 518-796-7939(C)518-792-6524(0) i Designer/Contractor: SD Atelier Architecture. L.L.C. 510 Broadway, Suite 33 Saratoga Springs,New York, 12866 518-587-3385(Ph/Fax). Document Author: Registered Architect- Donald Davis Jr. Section 2: General Informnation Building Use Description by: Activity Type Project Type: New Construction Activity Type(s) Floor Area Lobby-Hotel 1357 Hotel Function 1258 Section 3: Requirements Checklist Bldg. I Dept. { Use i L l I Interior Lighting { 1. Total actual watts must be less than or equal to total allowed watts { Allowed Watts Actual Watts Complies(Y/N) 5598 0 -. 1 I Exterlor Lighting [ ] I 2. Type(s)ofexterior lighting sources: I Fluorescent Metal Halide High-Pr. Sodium � --_-_Exceptions: I Specialized signal, directional, and marker lighting; lighting highlighting exterior fmtures of { historic buildings; advertising signage; safety or security lighting; low voltage landscape lighting. Controls, Switching, and Wiring ] 3. Master switch at entry to hotel/motel guest room. f ] I 4. Individual dwelling units separately metered. [ ] 5. Minimum oftwo switches, dimmer, or occupancy sensor in each space. I Exceptions: Only one luminaire in space; Security lighting, 24 hour lighting; The area is a corridor, storage, restroom, retail sales area or lobby. f ] ( 6. Automatic lighting shutoffcontrol in spaces greater than 250 sq.#in buildings larger than 5,000 so.I. [ ] f 7. Photocell/astronomical time switch on exterior lights. I Exceptions: Areas requiring lighting during daylight hours [ ] ( 8. Tandem wired one-lamp and three-lamp ballasted luminaires. Exceptions: 1 Electronic high-frequency ballasted luminaires not on same switch ] ( 9. Transf>rmers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Lighting Application Worksheet New York State Energy Conservation Construction Code COMcheck--EZ So$ware Version 3.0 Release la S eeflon 1: Allowed Ughting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Area Cgte¢ory (12) (watts/112) (B x C) Lobby-Hotel 1357 1.9 2578 Hotel Function 1258 2.4 3019 Total Allowed Watts= 5598 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ #of Fixture ID Lw-p Description/Wattage Per Tamp /Ballast Fi Fixtures Watt. 02 x E) T o#al Actual Watts = 0 Section 3! Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Allowed Watts= 5598 Total Actual Watts= 0 Project Compliance= 5598 Lighting Compliance: UNKNOWN (Insufficient Data) Parnit Number Mechanical Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck--EZ So$ware Version 3.0 Release la Data filename: \\Sdal\common\Budget-inn\CD\Phase 1\Specs. & Schedules\Budget Inn-COMcheck-May 17 2005.cck Section 1: Project information Project Name: Proposed Budget Inn Expansion For: Shaki Bhatti 931 NYS Route 9 Queensbury, New York, 12804 519-796-7939 (C)518-792-6524(0) Designer/Contractor: SD Atelier Architecture, L.L.C. 510 Broadway, Suite 33 Saratoga Springs, New York, 12866 518-587-3385 (Ph/Fax). Document Author: Registered Architect- Donald Davis Jr. Section_ 2: General Information Building Location(tor weather data). Warren, New York Climate Zone. 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days (base 65 degrees F): 366 Project Type: New Construction Section 3:Mechanical Svstems list -Quantity System Type&Description 1 HVAC System 1: Heating: Unit Heater, Electric/Cooling: Packaged Terminal Unit, Capacity 7000 Btu/h, Air-Cooled Condenser Section 4: Requirements Checklist Bldg. I Dept. Use I Requirements Specific To:HVAC System 1 [ 1 j 1. Equipment minimum efficiency: Packaged Terminal DX Unit: 11.0 EI✓R - - - - [ 1 ! 2. Newly purchased cooling equipment meets the cooling efficiency requirements R Generic Requirements: Must be met by all systems to which the requirement is applicable e 4 [ ] I 1. Load calculations per 1997 ASHRAE Fundamentals [ ] j 2. Plant equipment and system capacity no greater than needed to meet loads 1 -Exception: Standby equipment automatically offwhen primary system is operating j -Exception: Multiple units controlled to sequence operation as a function of load [ ] 1 3. Minimum one temperature control device per system [ ] ( 4. Minimum one humidity control device per installed humidification/dehumidification system [ ] i S. Thermostatic controls has 5 deg. F deadband j -Exception: Thermostats requiring manual changeover between heating and cooling [ ] 1 G. Automatic Controls: Setback to 55 deg. F (heat)and 85 deg. F (cool); 7-day clock, ( 2-hour occupant override, 10-hour backup 1 -Exception: Continuously operating zones ( -Exception: 2 kW demand or less, submit calculations [ 1 1 7. Automatic shut-o$'dampers on exhaust systems and supply systems with airflow>3.000 cfm [ ] 1 8. Outside-air source for ventilation; system capable ofreducing OSA to required minimum F 1 1 9. Hot water pipe insulation: 1 in. fir pines<=1,5 in. and 2 in. fDr pipes>1.5 in. j Chilled water/refigermt/brine pipe insulation: 1 in. fDr pipes<=1.5 in. and 1.5 in. fDr pipes>1.5 in. I Steam pipe insulation: 1.5 in. for pipes<=1,5 in, and 3 in. for pipes >1.5 in. ( -Exception: Piping within HVAC equipment I -Exception: Fluid temperatures between 55 and 105 deg. F j -Exception: Fluid not heated or cooled I -Exception: Runouts <4 fl in length [ ] ( 10. Operation and maintenance manual provided to building owner [ 1 1 11. Stair and elevator shall vents are equipped with motorized dampers Seetion 5: Cnrnniianee Statement The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. The design professional shall provide to the code enfarc a ment official a written certification that the required HVAC tests, system balancing, etc., have been per6mmed and the system is operating as designed. The design prokssional shall retain copies of the test reports to be provided to the code enforcement o9cial, ifrequested. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofbis/her knowledge, belief and brolEssional Judgment, such plans or specifications are in compliance with this Code. Principal Mechanical Designer-�L-,Tanle Signature Date Wochanie Renmirementc Description New Fork State Energy Conservation Construction Code C OMeh--k-E7 Sr-11-am Afen;ntq I A VA cP r a Data filename: \\Sdal\common\Budget-Inn\CD\Phase 1\Specs. & Schedules\Budget Inn-COMcheck-May 17 2005.cck The following list provides more detailed description of the requirements in Section 4 ofthe Mechanical Compliance ulnoca_ ti,wuuuu�. Requirements Specific To: HVAC Svstem 1 i. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code and must meet the following minimum efficiency: Packaged Terminal DX Unit: 11.0 EER 2. The specified doling equipment is covered by Federal minimum efficiency requirements. New equipment ofthis type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency. Genetic Requirements: Must be met by all systems to which the requirement is applicable 1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 ofthe ASHRAE Handbook ofFundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfv this provision for one function with the capacity for the other function as small as possible, within available equipment options. -Exception: The equipment and/or system capacity may be greater than calculated loads for standby pumoses. Standby equipment must be automatically controlled to be of when the primary equipment and/or system is operating. -Exception: Multiple units ofthe same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable ofmaintaining a 5 degree F deadband(a range of temperature where no heating or cooling is provided). -Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. v 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 diflerent day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. -Exception: A setback or shutoffcontrol is not required on thermostats that control systems serving areas that operate continuously. -Exception: A setback or shutoffcontrol is not required on systems with total energy demand oft kW(6,826 Btu/h) or less. 7. Outdoor-air supply systems with design airflow rates>3,000 cfin ofoutdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State. tfthe ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable of reducing outdoor-air flow to the minimum required levels. 9. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping fDr heating systems: - -1 in fDI-pipe < 12-1n.-nominal'-diameter- — — — — - — _— — -- — — -- -- 2 in. for pipes>1 1/2-in. nominal diameter. Chilled water, refrigerant, and brine piping systems: 1 in. insulation fiir pipes<=1 1/2-in. nominal diameter • �.r ` c. s 1 1/9 i ;»o„l ntinn Ir1r»i»ae >1 i/�_i» »nmi»nl rlinm at+, Steam piping: 1 1/7 M. inmll nti n» Sir»i»x !-1 1/7_i» nnmi»nl .li o+rl n+vr s in, insulation ibr pipes>i ilL-m. nominal diameter. _Fvrorlt;n»• Ulna i"cnlnfin" ie not rpnnirM Cnr fa YnnreinetaliPrl n;ninn lzrith;rl MIA(' anii;nmr+nt Exception: `ripe insuiation is not required for piping that conveys iuids having a design operating temperature range hPIl11PPn {S rlr-amnc T and In'5 rinmrnc F Exception: ripe insuiation is not requirea ffir piping that conveys IIuigs that have not been heated or cooied through the 1100 off%CO;1 f11P1Q nr alrntrir nnmal -Exception: ripe insuiation is not required for runout piping not exceeding 4 it in iength and i in. in diameter between the contt»1 valyP and M.7Ar rv_l;l iu. Operation and maintenance documentation must be provided to the owner that inciudes at ieast the xiiiowing ;nfnrmi i-tin"—n) cep ipiulP„t nn—arity rnpilt and output)and reauired maintenance aetionsb) equipment operation and maintenance manuaiscl riVAC system controt maintenance and calibration ini-Drmation, inciuding wiring diagrams, schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on controi drawings, at controi devices, or; i®r digitai controi systems, in programming commentsd) compiete narrative of how each system is intended to operate, i i. Stair and elevator stiai vents must be equipped with motorized dampers capable of being automaticaiiy ciosed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventiiators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. hxceptions: -Gravity(non-motorize(l)dampers are acceptable in buildings less than three stories in height above grade. -V entitation systems serving unconditioned spaces. , Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 3.0 Release la Data filename: C:\Program Files\Check\COMcheck-EZ\Budget-Inn-PhaseI-lighting.cck Section 1: Project Information Project Name: Proposed Budget Inn Expansion For: Shaki Bhatti 931 NYS Route 9 Queensbury, New York, 12804 518-796-7939(C)518-792-6524(0) Designer/Contractor. SD Atelier Architecture, L.L.C. 510 Broadway, Suite 33 Saratoga Springs,New York, 12866 518-587-3385 (Ph/Fax). Document Author: Registered Architect- Donald Davis Jr. Section 2: General Information Building Use Description by: Activity Type Project Type: New Construction Activity Tvne(s) Floor Area Hotel Function 1357 Corridor, Restroom, Support Area 1258 Section 3: Requirements Checklist Bldg. Dept. Use [ ] Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 4263 Exterior Lighting [ ] 2. Type(s)of exterior lighting sources: _Fluorescent ,Metal Halide —High-Pr. Sodium Exceptions: Specialized signal, directional, and marker lighting; lighting highlighting exterior-katures of historic buildings; advertising signage; safety or security lighting; low-voltage landscape lighting. i Controls, Switching, and Wiring Zo;-R19 Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck--EZ Software Version 3.0 Release la Data filename: \\Sdal\common\Budget-Inn\CD\Phase 2\Specs. & Schedules\Budget Inn-COMcheck-Front Units- October 14 2005-Phase 2.cck Section 1: Project Information Project Name: Proposed Budget Inn Expansion For: Shaki Bhatti 931 NYS Route 9 Queensbury, New York, 12804 518-796-7939 (C)518-792-6524 (0) Designer/Contractor: SD Atelier Architecture, L.L.C. 510 Broadway, Suite 33 Saratoga Springs,New York, 12866 518-587-3385 (Ph/Fax). Document Author: Registered Architect- Donald-Davis Jr. Notes: " U h`fli Section 2: General Information Building Location(for weather data): Warren, New York Climate Zone: 15 Heating Degree Days (base 65 degrees F): 7635 Cooling Degree Days (base 65 degrees F): 366 Project Type: Addition Window/Wall Ratio: 0.11 Activity TypgW Floor Area Hotel Function 3387 Section 3: Requirements Checklist BIdg. Dept. Use Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R-values & U-factors labeled as certified. [ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped acp.s P19 Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ So$ware Version 3.0 Release la Data filename: \\Sdal\common\Budget-Inn\CD\Phase 2\Specs. & Schedules\Budget Inn-COMcheck-Rear Units-October 14 2005-Phase 2.cck Section 1: Project Information Project Name: Proposed Budget Inn Expansion For: Shaki Bhatti 931 NYS Route 9 Queensbury, New York, 12804 518-796-7939 (C)518-792-6524 (0) Designer/Contractor: SD Atelier Architecture, L.L.C. 510 Broadway, Suite 33 Saratoga Springs, New York, 12866 518-587-3385 (Ph/Fax). Document Author: Registered Architect- Donald Davis Jr. Notes: Section 2: General Information Building Location(fir weather data): Warren, New York Climate Zone: 15 Heating Degree Days (base 65 degrees F): 7635 Cooling Degree Days (base 65 degrees F): 366 Project Type: Addition Window/Wall Ratio: 0.17 Activity Typdsl Floor Area Hotel Function 1969 Section 3: Requirements Checklist Bldg. Dept. Use t Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] I 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R-values& U-baors labeled as certified. [ ] ' 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Stair, elevator shad vents, and other dampers integral to the building envelope are equipped Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Descri to ion Area R-Value R-ValueU FactorU Factor 2nd Floor: All-Wood Joist/Truss 1671 21.0 0.0 0.045 0.042 Ceiling 2nd Floor: All-Wood Joist/Railer/Truss 1671 38.0 0.0 0.028 0.051 Exterior Wall North: Wood Frame, Any Spacing 564 21.0 0.0 0.062 0.074 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 -- --- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 --- --- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 --- -- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 - --- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 - -- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 --- --- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 --- --- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 --- --- 0.290 0.520 Window F: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 -- --- 0.290 0.520 Window F: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 --- --- 0.290 0.520 Window F: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 - --- 0.290 0.520 Window F: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 --- --- 0.290 0.520 Exterior Wall East: Wood Frame, Any Spacing 244 21.0 0.0 0.062 0.074 Door 70: Glass, Clear, SHGC 0.52 20 -- -- 0.360 0.520 Exterior Wall South: Wood Frame, Any Spacing 564 21.0 0.0 0.062 0.074 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 --- --- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 -- --- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 - --- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 --- -- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 -- --- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 - -- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 --- -- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 --- --- 0.310 0.520 Window H: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 --- -- 0.290 0.520 Window H: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 --- -- 0.290 0.520 Window H: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 --- --- 0.290 0.520 Window H: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 -- --- 0.290 0.520 Door 71: Solid 20 — --- 0.360 0.120 Door 74: Solid 20 -- --- 0.360 0.120 Door 77: Solid 20 -- — 0.360 0.120 Door 78: Solid 20 -- --- 0.360 0.120 Exterior Wall West: Wood Frame, Any Spacing 244 21.0 0.0 0.062 0.074 Window D: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 -- -- 0.290 0.520 (a)Budget U-factors are used for so$ware baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 10%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. MoAc kk bou*U lo"h ak Wwcs Signature Date D �r 0 1� . q v ! F�� Vn�1- d t�?�C.t.• Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ So$ware Version 3.0 Release la Data filename: \\Sdal\common\Budget-lnn\Post CD\Revised CD-Combined Phase 1 &2\Revised Specs. & Schedules\energy-calc's\Budget Inn-COMcheck-Front Units-October 14 2005-Phase 2.cck Section 1: Project Information Project Name: Proposed Budget Inn Expansion For: Shaki Bhatti 931 NYS Route 9 Queensbury,New York, 12804 518-796-7939 (C)518-792-6524 (0) Designer/Contractor: SD Atelier Architecture, L.L.C. 510 Broadway, Suite 33 Saratoga Springs, New York, 12866 518-587-3385 (Ph/Fax). Document Author: Registered Architect- Donald Davis Jr. Notes: Front Units COMcheck E^ South Wing Section 2: General Information Building Location(br weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Type: Addition Window/Wall Ratio: 0.11 Activity Typd4 Floor Area Hotel Function 3387 Section 3: Requirements Checklist Bldg. J Dept. Use Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ) 3. Component R-values &U-factors labeled as certified. [ ) 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] S. Stair, elevator sha$vents, and other dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ] 7. Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed; or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Climate-Specific Requirements Gross Cavity Cont. Proposed Budget C.,omnonent Name/Descri2jion Area R-Value R-Value U-Factor U-Factor 2nd Floor: All-Wood Joist/Truss 3387 21.0 0.0 0.045 0.042 Ceiling 2nd Floor: All-Wood Joist/Ra$er/Truss 3387 38.0 0.0 0.028 0.051 Exterior Wall North: Wood Frame, Any Spacing 450 21.0 0.0 0.062 0.074 Exterior Wall East: Wood Frame, Any Spacing 592 21.0 0.0 0.062 0.074 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 --- --- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 - -- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 - -- 0.290 0.520 Window A: Vinyl Frame.Double Pane with Low-E Clear, SHGC 0.56 8 --- --- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 --- -- 0.290 0.520 Window A: Vinyl Frame-Double Pane with Low-E Clear, SHGC 0.56 8 - -- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 -- -- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 - -- 0.290 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 12 - --- 0.290 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 12 --- -- 0.290 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 12 - - 0.290 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 12 --- -- 0.290 0.520 Exterior Wall South: Wood Frame, Any Spacing 450 21.0 0.0 0.062 0.074 Exterior Wall West: Wood Frame, Any Spacing 592 21.0 0.0 0.062 0.074 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 --- --- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 -- --- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 -- -- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 --- - 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 - -- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 --- --- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 --- - 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 --- -- 0.290 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 12 — -- 0.290 0.520 Window B: Vinyl Frame:Double Pane with Low E Clear, SHGC 0.56 12 — -- 0.290 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 12 -- --- 0.290 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 12 --- — 0.290 0.520 (a)Budget U-factors are used for solware baseline calculations ONLY,and are not code requirements. velope PASSES: Design 13%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. S9 ACML4*F&- Aruba tt 4K- k)C0C.N%(A'ft vs 05 Signature Date D A- V 'Y � � �r Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck EZ So$ware Version 3.0 Release la Data filename: \\Sdal\common\Budget-Inn\Post CD\Revised CD-Combined Phase 1 &2\Revised Specs. & Schedules\energy-calc's\Budget Inn-COMcheck-infill.cck Section 1: Project Information Project Name: Proposed Budget Inn Expansion For: Shaki Bhatti 931 NYS Route 9 Queensbury, New York, 12804 518-796-7939 (C)518-792-6524 (0) Designer/Contractor: SD Atelier Architecture, L.L.C. 510 Broadway, Suite 33 Saratoga Springs, New York, 12866 518-587-3385 (Ph/Fax). Document Author. Registered Architect- Donald Davis Jr. Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days (base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Type: New Construction Window/Wall Ratio: 0.11 Activity,Tvnefsl Floor Area IMFtU. P*,k$e Lobby-Hotel 1357 Hotel Function 1258 Section 3: Requirements Checklist Bldg. Dept. Use I Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] I 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ J 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R-values &U-factors labeled as certified. [ ] ' 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Stair, elevator shall vents, and other dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ] 7. Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed; or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Co=onent Name/Description Area R-Value R-Valued Factor -Fat r Ceiling 2nd Floor All-Wood Joist/Rafer/Truss 1357 38.0 0.0 0.028 0.051 Exterior Wall North: Wood Frame, Any Spacing 1089 21.0 0.0 0.062 0.074 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 18 - --- 0.340 0.520 Door 2: Glass, Clear, SHGC 0.56 21 -- -- 0.360 0.520 Exterior Wall East: Wood Frame, Any Spacing 476 21.0 0.0 0.062 0.074 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 18 -- - 0.340 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 18 -- --- 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 --- 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 - 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 --- -- 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 - -- 0.340 0.520 Window C: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 17 -- --- 0.340 0.520 Window C: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 17 -- -- 0.340 0.520 Door 1: Glass, Clear, SHGC 0.56 56 - -- 0.360 0.520 Exterior Wall South: Wood Frame, Any Spacing 1089 21.0 0.0 0.062 0.074 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 18 --- --- 0.340 0.520 Door 3: Glass, Clear, SHGC 0.56 21 --- -- 0.360 0.520 Exterior Wall West: Wood Frame, Any Spacing 476 21.0 0.0 0.062 0.074 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 --- -- 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 --- --- 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 --- -- 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 -- -- 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 - -- 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 --- -- 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 -- --- 0.340 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 -- -- 0.340 0.520 Window C:Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 17 -- -- 0.340 0.520 Window C: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 17 — --- 0.340 0.520 Window C: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 17 — -- 0.340 0.520 Window C: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 17 — -- 0.340 0.520 Basement Wall North: Solid Concrete or Masonry<= 8" Furring: None, Wall Ht 7.5, Depth B.G. 5.2 471 -- 10.0 0.088 0.098 Basement Wall East: Solid Concrete or Masonry<= 8" Furring: None, Wall Ht 8.6, Depth B.G. 8.2 171 -- 10.0 0.088 0.098 Basement Wall South: Solid Concrete or Masonry<= 8" Furring: None, Wall Ht 7.5, Depth B.G. 5.2 471 — 10.0 0.088 0.098 Basement Wall West: Solid Concrete or Masonry<= 8" Furring: None, Wall Ht 8.6, Depth B.G. 8.1 171 --- 10.0 0.088 0.098 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirernts. velope PAS S ES: Design 10%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhisfher knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. SV kR'E1•tf.4t �crt�.l�tt ftUrE _ ;T=�6 NA44"Ago, Signature Date 16r�.CNr\'1'f.C�� Rey.. } Permit Number Mechanical Compliance Certificate Checked By/Date New York State Fnergy Conservation Construction Code COMcheck-EZ Software Version 3.0 Release la Data filename: \\Sdal\common\Budget-Inn\Post CD\Revised CD-Combined Phase 1 & 2\Revised Specs. & Schedules\energy-Wc's\Budget Inn-COMcheck-infill.cck Section 1: Project Information Project Name: Proposed Budget Inn Expansion For: Shaki Bhatti 931 NYS Route 9 Queensbury, New York, 12804 518-796-7939(C)518-792-6524 (0) Designer/Contractor: SD Atelier Architecture, L.L.C. 510 Broadway, Suite 33 Saratoga Springs, New York, 12866 518-587-3385 (Ph/Fax). Document Author: Registered Architect- Donald Davis Jr. Section 2: General Information Building Location(fDr weather data): Warren,New York Climate Zone: 15 Heating Degree Days (base 65 degrees F): 7635 Cooling Degree Days (base 65 degrees F): 366 Project Type: New Construction Section 3: Mechanical Systems List Quantity ,System Type&Desg t�ion 1 HVAC System 1: Heating: Unit Heater, Electric/Cooling: Packaged Terminal Unit, Capacity 7000 Btu/h, Air-Cooled Condenser Section 4: Requirements Checklist Bldg. I Dept. Use 1 Requirements Specific To:HVAC System 1 [ ] I 1. Equipment minimum efficiency: Packaged Terminal DX Unit: 11.0 EER [ I 2. Newly purchased cooling equipment meets the cooling efficiency requirements { Generic Requirements: Must be met by all systems to which the requirement is applicable [ ] 1. Load calculations per 1997 ASHRAE Fundamentals [ ] { 2. Plant equipment and system capacity no greater than needed to meet loads { -Exception: Standby equipment automatically offwhen primary system is operating { -Exception: Multiple units controlled to sequence operation as a function of load [ ] { 3. Minimum one temperature control device per system [ ] { 4. Minimum one humidity control device per installed humidification/dehumidification system [ ) { 5. Thermostatic controls has 5 deg. F deadband { -Exception: Thermostats requiring manual changeover between heating and cooling [ ] { 6. Automatic Controls: Setback to 55 deg. F (heat)and 85 deg. F (cool); 7-day clock, { 2-hour occupant override, 10-hour backup { -Exception: Continuously operating zones { -Exception: 2 kW demand or less, submit calculations [ ] { 7. Automatic shut-offdampers on exhaust systems and supply systems with airflow>3,000 cfin [ ) J 8. Outside-air source for ventilation; system capable of reducing OSA to required minimum [ J { 9. Hot water pipe insulation: 1 in. fi)r pipes<=1.5 in. and 2 in. fir pipes>1.5 in. { Chilled water/refrigerant/brine pipe insulation: 1 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. { -Exception: Piping within HVAC equipment { -Exception: Fluid temperatures between 55 and 105 deg. F { -Exception: Fluid not heated or cooled { -Exception: Runouts<4 1 in length [ ] { 10. Operation and maintenance manual provided to building owner [ ] { 11. Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. The design professional shall provide to the code enforcement official a written certification that the required HVAC tests, system balancing, etc., have been perfDrmed and the system is operating as designed. The design professional shall retain copies ofthe test reports to be provided to the code enforcement official, if requested. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. S_'P �c.t�-�tt�uxuG �Uc,t.- � tib►�ik.� 1'S, oS Mechanical D�esi ner-Narne Signature Date D,{kC . Mechanical Requirements Description New York State Energy Conservation Construction Code COMcheck-EZ Software Version 3.0 Release la Data filename: \\Sdal\common\Budget-hm\Post CD\Revised CD-Combined Phase 1 & 2\Revised Specs. & Schedules\energy-cales\Budget Inn-COMcheck-infill.cck The following list provides more detailed description ofthe requirements in Section 4 ofthe Mechanical Compliance Certificate. Requirements Specific To:HVAC System 1 1. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code and must meet the following minimum efficiency: Packaged Terminal DX Unit: 11.0 EER 2. The specified cooling equipment is covered by Federal minimum efficiency requirements. New equipment ofthis type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency, Generic Requirements: Must be met by all systems to which the requirement is applicable I. Design heating and cooling loads f)r the building must be determined using procedures equivalent to those in Chapters 27 and 28 ofthe ASHRAE Handbook ofFundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. -Exception: The equipment and/or system capacity may be greater than calculated loads fir standby purposes. Standby equipment must be automatically controlled to be offwhen the primary equipment and/or system is operating. -Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed ifthey are provided with controls to sequence operation ofthe units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable ofmaintaining a 5 degree F deadband(a range of temperature where no heating or cooling is provided). -Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 diferent day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up capable ofmaintaining programmed settings for at least 10 hours without power. -Exception: A setback or shutoffcontrol is not required on thermostats that control systems serving areas that operate continuously. -Exception: A setback or shutoff control is not required on systems with total energy demand oft kW (6,826 BCa/h) or less. 7. Outdoor-air supply systems with design airflow rates>3,000 clin of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State. If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable ofreducing outdoor-air flow to the minimum required levels. 9. All pipes serving space-conditioning systems must be insulated as Ulows: Hot water piping for heating systems: 1 in. for pipes<=1 1/2-in. nominal diameter 2 in. far pipes>1 1/2-in. nominal diameter. Chilled water, refrigerant, and brine piping systems: I in. insulation for pipes<=1 1/2-in. nominal diameter 1 1/2 in. insulation for pipes>1 1/2-in. nominal diameter. Steam piping: 1 1/2 in, insulation f r pipes<=1 1/2-in. nominal diameter 3 in. insulation f>r pipes>1 1/2-in. nominal diameter. -Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment. -Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature ran;;e between 55 degrees F and 105 degrees F. -Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. -Exception: Pipe insulation is not required fDr runout piping not exceeding 4$in length and 1 in, in diameter between the control valve and HVAC coil. 10. Operation and maintenance documentation must be provided to the owner that includes at least the 461lowing infDrmation:a) equipment capacity(input and output)and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming commentsd) complete narrative ofhow each system is intended to operate. 11. Stair and elevator sha$vents must be equipped with motorized dampers capable ofbeing automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: -Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade. -Ventilation systems serving unconditioned spaces. Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Solware Version 3.0 Release la Data filename: \\Sdal\common\Budget-Inn\Post CD\Revised CD-Combined Phase 1 & 2\Revised Specs. & Schedules\lighting-catcs\Budget-Inn-combined-lighting.cck Section 1: Project Information Project Name: Proposed Budget Inn Expansion For: Shaki Bhatti 931 NYS Route 9 Queensbury, New York, 12804 518-796-7939(C)518-792-6524(0) Designer/Contractor: SD Atelier Architecture, L.L.C. 510 Broadway, Suite 33 Saratoga Springs, New York, 12866 518-587-3385 (Ph/Fax). Document Author: Registered Architect- Donald Davis Jr. Notes: Combined infill and second iioor addition Section 2: General Information Building Use Description by: Activity Type Project Type: New Construction Activi Type(s) Floor Area Hotel Function 1357 Corridor, Restroom, Support Area 2580 Hotel/Motel Guest Room 6460 Section 3: Requirements Checklist Bldg. Dept. Use [ ] Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 5321 2312 YES Exterior Lighting [ ) 2. Type(s)of exterior lighting sources: _Fluorescent _Metal Halide !High-Pr. Sodium Exceptions: Specialized signal, directional, and marker lighting; lighting highlighting exterior features of historic buildings; advertising signage; safety or security lighting; low-voltage landscape lighting. I Controls, Switching, and Wiring [ ) I 3. Master switch at entry to hotel/motel guest room. [ ) I 4. Individual dwelling units separately metered. [ ] I 5. Minimum oftwo switches, dimmer, or occupancy sensor in each space. I Exceptions: I Only one luminaire in space; I Security lighting, 24 hour lighting; The area is a corridor, storage, restroom, mail sales area or lobby. [ ] J 6. Automatic lighting shutoff control in spaces greater than 250 sq.$in buildings larger than 5,000 sq.1. [ ] I 7. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] 8. Tandem wired one-lamp and three-lamp ballasted luminaires. Exceptions: Electronic high-frequency ballasted luminaires not on same switch [ ] I 9. Transformers meet minimum efliciencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMeheck-EZ Version 3.0 Release I and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belief; and professional judgment, such plans or specifications are in compliance with this Code. Signature Date Lighting Application Worksheet New York State Energy Conservation Construction Code COMcheck-EZ So$ware Version 3.0 Release la Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Area Categ (1(2) (=s/ 21 B x Cl Hotel Function 1357 2.4 3257 Corridor, Restroom, Support Area 2580 0.8 2064 Hotel/Motel Guest Room 6460 N/A N/A Total Allowed Watts= 5321 Section 2: Actual lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ #of Fixture ID Lamp Description/Wattage Per Lamp/Ballast ixt 'Fixtures Watt. x El type A recess cans/Triple 4-pin 32W /Electronic 2 52 23 1196 type B light/exhaust/Incandescent 25W 2 6 23 138 type C strip vanity fix. /48" T 8 32W /Electronic 2 8 32 256 type E exterior soffit lights/Metal Halide 70W /Hybrid 4 9 70 630 type D surface fixt. /Incandescent 25W 1 4 23 92 Total Actual Watts= 2312 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Allowed Watts= 5321 Total Actual Watts= 2312 Project Compliance= 3009 Lighting PASSES: Design 57%better than code ! TZO W VK„ Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ So$ware Version 3.0 Release la Data filename: \\Sdal\common\Budget-Inn\Post CD\Revised CD-Combined Phase 1 &2\Revised Specs. & Schedules\energy-calds\Budget Inn-COMcheck-Rear Units-October 14 2005-Phase 2.cck Section 1: Project Information Project Name: Proposed Budget Inn Expansion For: Shaki Bhatti 931 NYS Route 9 Queensbury,New York, 12804 518-796-7939(C)518-792-6524(0) Designer/Contractor: SD Atelier Architecture, L.L.C. 510 Broadway, Suite 33 Saratoga Springs, New York, 12866 518-587-3385 (Ph/Fax). Document Author: Registered Architect- Donald Davis Jr. Notes: Rear Units COMcheck Section 2: General Information Building Location(for weather data): Warren, New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days (base 65 degrees F): 366 Project Type: Addition Window/Wall Ratio: 0.17 Activity TypzW Floor Area. Hotel Function 1969 Section 3: Requirements Checklist Bldg. Dept. Use 'Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] 1 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] ( 3. Component R-values& U-factors labeled as certified. [ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Stair, elevator sha8 vents, and other dampers integral to the building envelope are equipped r t ( with motorized dampers. [ ] ( 6. Cargo doors and loading dock doors are weather sealed. [ ] ( 7. Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed; or(ii)installed inside an ( appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and ( with 3 inches clearance from insulation material. r r Climate-Spedfic Requirements Gross Cavity Cont. Proposed Budget Com op nenj Name/Description Area R_Value R-Value U-Factor U Factor 2nd Floor: All-Wood Joist/Truss 1671 21.0 0.0 0.045 0.042 Ceiling 2nd Floor: All-Wood Joist/Ra$er/Truss 1671 38.0 0.0 0.028 0.051 Exterior Wall North: Wood Frame, Any Spacing 564 21.0 0.0 0.062 0.074 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 --- -- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 -- --- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 - --- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 - --- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 -- - 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 -- -- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 --- -- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low E Clear, SHGC 0.56 7 -- -- 0.290 0.520 Window F: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 -- -- 0.290 0.520 Window F: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 - --- 0.290 0.520 Window F: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 - -- 0.290 0.520 Window F: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 -- -- 0.290 0.520 Exterior Wall East: Wood Frame, Any Spacing 244 21.0 0.0 0.062 0.074 Door 70: Glass, Clear, SHGC 0.52 20 -- --- 0.360 0.520 Exterior Wall South: Wood Frame, Any Spacing 564 21.0 0.0 0.062 0.074 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 --- -- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 -- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 -- --- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 - - 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 -- --- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 -- -- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 -- -- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 - -- 0.310 0.520 4� Window H: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 — --- 0.290 0.520 Window H: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 — 0.290 0.520 Window H: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 — --- 0.290 0.520 Window H; Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 --- 0.290 0.520 Door 71: Solid 20 — — 0.360 0.120 Door 74: Solid 20 — — 0.360 0.120 Door 77: Solid 20 — -- 0.360 0.120 Door 78: Solid 20 — — 0.360 0.120 Exterior Wall West: Wood Frame, Any Spacing 244 21.0 0.0 0.062 0.074 Window D: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 — — 0.290 0.520 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. SES: Design 10%better than code_'--`� Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belie( and professional judgment, such plans or specifications are in compliance with this Code. 5p ^Tft t- •kl1ff�Gty! Nay l3 3tx�S` pe Mign—er-tv e Signature Date Permit Number Mechanical Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheckEZ Soffware Version 3.0 Release la Data filename: \\Sdal\common\Budget-Inn\Post CD\Revised CD-Combined Phase 1 &2\Revised Specs. & Schedules\energy-calc's\Budget Inn-COMcheck-Rear Units-October 14 2005-Phase 2.cck Section 1: Project Information Project Name: Proposed Budget Inn Expansion For Shaki Bhatti 931 NYS Route 9 Queensbury, New York, 12804 518-796-7939 (C)518-792-6524 (0) Designer/Contractor. SD Atelier Architecture, L.L.C. 510 Broadway, Suite 33 Saratoga Springs, New York, 12866 518-587-3385 (Ph/Fax). Document Author: Registered Architect- Donald Davis Jr. Notes: Rear Units COMcheck Section 2: General Information Building Location(€)r weather data): Warren, New York Climate Zone: 15 Heating Degree Days (base 65 degrees F): 7635 Cooling Degree Days (base 65 degrees F): 366 Project Type: Addition Section 3: Mechanical Systems Ust Qu=ity System Types Desoi tion 4 HVAC System 1: Heating: Unit Heater, Electric/Cooling: Packaged Terminal Unit, Capacity 7000 Btu/h, Air-Cooled Condenser Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To:HVAC System 1 [ ] 1. Equipment minimum eSciency: Packaged Terminal DX Unit: 11.0 EER [ ] 2. Newly purchased cooling equipment meets the cooling efficiency requirements Generic Requirements: Must be met by all systems to which the requirement is applicable { ] 1. Load calculations per 1997 ASHRAE Fundamentals ( ] 2. Plant equipment and system capacity no greater than needed to meet loads -Exception: Standby equipment automatically ofwhen primary system is operating -Exception: Multiple units controlled to sequence operation as a function ofload [ ] 3. Minimum one temperature control device per system [ ] 4. Minimum one humidity control device per installed humidification/dehumidification system { ] 5. Thermostatic controls has 5 deg. F deadband -Exception: Thermostats requiring manual changeover between heating and cooling [ ) 6. Automatic Controls: Setback to 55 deg. F (heat)and 85 deg. F (cool); 7-day clock, 2-hour occupant override, 10-hour backup -Exception: Continuously operating zones -Exception: 2 kW demand or less, submit calculations { ] 7. Automatic shut-offdampers on exhaust systems and supply systems with airflow>3,000 clin [ ] 8. Outside-air source for ventilation; system capable of reducing OSA to required minimum [ ] 9. Hot water pipe insulation: 1 in. for pipes<=1.5 in. and 2 in. for pipes>1.5 in. Chilled water/refrigerant/brine pipe insulation: 1 in. far 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. -Exception: Piping within HVAC equipment -Exception: Fluid temperatures between 55 and 105 deg. F -Exception: Fluid not heated or cooled -Exception: Runouts<4$in length [ J 10. Operation and maintenance manual provided to building owner [ ] 11. Stair and elevator shall vents are equipped with motorized dampers Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheock-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. The design professional shall provide to the code enforcement official a written certification that the required HVAC tests, system balancing, etc., have been performed and the system is operating as designed. The design professional shall retain copies ofthe test reports to be provided to the code enforcement official, if requested. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belies; and professional judgment, such plans or specifications are in compliance with this Code. igner_ jat a Sign Date �tFZ+M CrC� 4* it Mechanical Requirements Description New York State Energy Conservation Construction Code COMcheck-EZ Software Version 3.0 Release la Data filename: \\Sdal\common\Budget-Inn\Post CD\Revised CD-Combined Phase 1 &2\Revised Specs. & Schedules\energy-calc's\Budget Inn-COMcheck-Rear Units-October 14 2005-Phase 2.cck The fillowing list provides more detailed description ofthe requirements in Section 4 ofthe Mechanical Compliance Certificate. Requirements Specific To:HVAC System 1 1. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code and must meet the fDllowing minimum efficiency: Packaged Terminal DX Unit: 11.0 EER 2. The specified cooling equipment is covered by Federal minimum efficiency requirements. New equipment ofthis type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency. Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 ofthe ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. -Exception: The equipment and/or system capacity may be greater than calculated loads fur standby purposes. Standby equipment must be automatically controlled to be offwhen the primary equipment and/or system is operating. -Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed ifthey are provided with controls to sequence operation ofthe units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable ofmaintaining a 5 degree F deadband(a range of temperature where no heating or cooling is provided). -Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided) have abattery back-up capable of maintaining programmed settings for at least 10 hours without power. -Exception: A setback or shutoffcontrol is not required on thermostats that control systems serving areas that operate continuously. -Exception: A setback or shutoffcontrol is not required on systems with total energy demand of kW (6,826 Btu/h) or less. 7. Outdoor-air supply systems with design airflow rates>3,000 cfin of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 ofthe Mechanical Code for New York State. Ifthe ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable ofreducing outdoor-air low to the minimum required levels. 9. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in. fiur pipes <=1 1/2-in. nominal diameter 2 in. for pipes>1 1/2-in. nominal diameter. Chilled water, refrigerant, and brine piping systems: I in. insulation for pipes<=1 1/2-in, nominal diameter 1 1/2 in. insulation fir pipes>1 1/2-in. nominal diameter. Steam piping: 1 1/2 in. insulation f)r pipes<=1 1/2-in. nominal diameter 3 in. insulation for pipes>1 1/2-in. nominal diameter. -Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment. -Exception: Pipe insulation is not required far piping that conveys$uids having a design operating temperature range between 55 degrees F and 105 degrees F. -Exception: Pipe insulation is not required for piping that conveys $uids that have not been heated or cooled through the use offvssil fuels or electric power. -Exception: Pipe insulation is not required for runout piping not exceeding 4 lt in length and 1 in. in diameter between the control valve and HVAC coil. 10. Operation and maintenance documentation must be provided to the owner that includes at least the fbllowing infDrmation:a) equipment capacity(input and output)and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings, at control devices, or, fDr digital control systems, in programming commentsd) complete narrative ofhow each system is intended to operate. 11. Stair and elevator shalt vents must be equipped with motorized dampers capable ofbeing automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: -Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade. -Ventilation systems serving unconditioned spaces. Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 3.0 Release is Data filename: \\Sdal\common\Budget-hm\Post CD\Revised CD-Combined Phase 1 &2\Revised Specs. & Schedules\lighting-calcs\Budget-Inn-rear-unit-lighting.cck Section 1: Project Information Project Name: Proposed Budget Inn Expansion For. Shaki Bhatti 931 NYS Route 9 Queensbury,New York, 12804 518-796-7939(C)518-792-6524(0) Designer/Contractor. SD Atelier Architecture, L.L.C. 510 Broadway, Suite 33 Saratoga Springs, New York, 12866 518-587-3385 (Ph/Fax). Document Author. Registered Architect- Donald Davis Jr. Notes: Rear Unit Section 2: General Information Building Use Description by: Activity Type Project Type: New Construction Actives Ty MAU for.Arm Hotel Function 465 Hotel/Motel Guest Room 1502 Section 3: Requirements Checklist Bldg. Dept. Use [ ] Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/1) 1116 722 YES Exterior Lighting [ ] 2. Type(s)ofexterior lighting sources: _Fluorescent _Metal Halide —High-Pr. Sodium Exceptions: Specialized signal, directional, and marker lighting; lighting highlighting exterior features of + historic buildings; advertising signage; safety or security lighting; low-voltage landscape lighting. i Controls, Switching, and Wiring [ ] ( 3. Master switch at entry to hotel/motel guest room. [ ] 4. Individual dwelling units separately metered. [ ] 5. Minimum oftwo switches, dimmer, or occupancy sensor in each space. Exceptions: Only one luminaire in space, Security lighting, 24 hour lighting; The area is a corridor, storage, restroom, retail sales area or lobby. [ ] 6. Automatic lighting shutoffcontrol in spaces greater than 250 sq.#in buildings larger than 5,000 sq.f. [ ] 7. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] 8. Tandem wired one-lamp and three-lamp ballasted luminaires. Exceptions: Electronic high-frequency ballasted luminaires not on same switch [ ] 9. Transf>rmers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. /'cT�tfit► — h+uitt'atr[tW.t- �J k�J �1ouG> «e OS A1UAK'C—K- .tiTa2:- Signature Date �� 1 Lighting Application Worksheet New York State Energy Conservation Construction Code COMcheck-EZ Sollware Version 3.0 Release la Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Area Categga (12) (watts/$2) (B x Cl Hotel Function 465 2.4 1116 Hotel/Motel Guest Room 1502 NIA N/A Total Allowed Watts = 1116 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ # of Fixture D La_=Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. 02 x E). type E exterior soffit lights/Metal Halide 70W/Hybrid 4 9 70 630 type D surface fixt. /Incandescent 25W 2 4 23 92 Total Actual Watts= 722 Section 3: Compliance Calculation Ifthe Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Allowed Watts= 1116 Total Actual Watts= 722 Project Compliance= 394 Lighting PASSES: Design 35%better than code Job Site Address: Budget Inn —931 NYS, Route 9, Queensbury, New York, 12804 Owner: Shaki Bhatti Date: November 11, 2005 Application No.: File No.: Window— Light/Vent—Schedule Tag. Window Window Model/ Unit or Rough Rough SQ.FT. SQ.FT. SQ.FT. Clear Clear Special Hardware or No. Manufacturer Type Stock Opening Opening Glass/ Egress/ Opening Opening Instructions Name Number Width Height Visible Vent Clear Width in Height in Light Opening Inches Inches Enlar ed infill Plans Phase 1 A Bonneville PVC Single 3627 T-6 5/8" 5'-1 7/8" 13.75 6.22 6.22 36 3/4" 24 3/8" Hung Gold �i Xtal B Bonneville PVC Single 1627 1'-10 6-1 7/8" 6.19 2.84 2.84 16 3/4" 24 3/8" Hung Gold 5/8" C Bonneville PVC Single 3227 T-2 5/8" 5'-1 7/8" 12.26 5.54 5.54 32 3/4" 24 3/8" Hung Gold Second Floor Addition Phase 2 A Bonneville PVC Casement 1546 1'-9 1/8" 4'-3 3/4" 4.25 3.07 3.06 9 5/8" 45 3/4" Gold B Bonneville PVC Casement 2746 2'-8 7/8" 4'-3 3/4" 8.00 6.82 7.43 21 1/2" 45 3/4" Egress Window Gold C Bonneville PVC Casement 1518 1'-9 1/4" 2'-0 1/4" 1.63 1.22 1.48 9 5/8" 22 1/8" Gold D Bonneville PVC Casement 2342 2'-5" 3'-11 7/8" 6.13 5.09 5.56 17 1/2" 45 3/4" Gold E Bonneville PVC Casement 1542 1'-9 1/8" T-11 7/8" 3.88 2.80 2.80 9 5/8" 41 7/8" Gold F Bonneville PVC Awning 4342 4'-0 5/8" T-11 7/8" 11.63 NA NA NA NA Fixed Fixed Gold Fixed I Fixed Fixed G Bonneville PVC Single 1621 V-10 4'-1 7/8" 4.83 2.14 2.37 16 3/4' 20 3/8" Hung Gold 5/8" H Bonneville PVC Awning Custom 4'-0 5/8" 4'-1 7/8" Custom NA NA NA NA Fixed Fixed Gold I I I I Fixed Fixed I Fixed \\Sda1\common\Budget-Inn\Post CD\Revised CD-Combined Phase 1 &2\Revised Specs.&Schedules\Budget Inn-Combined Phases-Window-Light-Vent Schedule.DOC 1 Job Site Address: Budget Inn-931 NYS, Route 9, Queensbury, New York, 12804 Owner: Shaki Bhatti Date: November 11, 2005 Application No.: File No.: Building Permit-Calculation Sheet Room /Space Natural Light, Ventilation and Egress Information Habitable Area of Req.light Actual light Req.vent Actual Sq.ft. Remarks Room room in (8%of sq.footage (40/6 of vent sq. opening for square ft room) room) footage egress First Floor- Enlarged Infill Plans(Phase 1) Lobby/Recp. 601 48.08 80 24.04 38 Use of dr. ADA Room 172 13.76 32 6.88 11.38 Use of dr. Manager's 166 13.28 32 6.64 11.38 Use of dr. Room Use of dr. Second Floor-Enlarged Infill Plans(Phase 1) Guest Room 183 14.64 24.56 7.34 12.28 5.54* 95.8 7.66 3.83 5.61 Guest Room 165 13.2 24.56 6.6 12.28 5.54* 95.8 7.66 3.83 5.61 Guest Room 214 17.12 24.56 8.56 12.28 5.54* 165.54 13.24 6.62 5.61 Guest Room 214 17.12 24.56 8.56 12.28 5.54* 165.54 13.24 6.62 5.61 * not required-due to building being sprinklered ** Please reference attached "hand mark-up floor plan-they reflect fair calculations of the floor areas-designated to the habitable room use-other areas are used as circulation /corridor functions and therefore do not constitute calculation as such. Second Floor-Second Floor Addition (Phase 2) Typical 202 16.16 16.5 9.84 12.96 7.43 (2)A-windows Front Units (1) B-window Guest Room Typical 281 22.48 29.05 11.24 29.38 NA (2) E-windows Rear Units (2)G-windows Guest Room (1) F-window 1 H-window \\Sda1lcommon\Budget-Inn\Post CD\Revised CD-Combined Phase 1 &2\Revised Specs.&Schedules\Budget 1 Inn-Combined Phases-revised-natural-light-vent-Schedule.DOC a) Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ So$ware Version 3.0 Release la Data filename: \\Sdal\common\Budget-Inn\CD\Phase 2\Specs. & Schedules\Budget Inn-COMcheck-Front Units- October 14 2005-Phase 2.cck Section 1: Project Information Project Name: Proposed Budget Inn Expansion For: Shaki Bhatti 931 NYS Route 9 Queensbury, New York, 12804 518-796-7939 (C)518-792-6524 (0) Designer/Contractor: SD Atelier Architecture, L.L.C. 510 Broadway, Suite 33 Saratoga Springs, New York, 12866 518-587-3385 (Ph/Fax), Document Author: Registered Architect- Donald Davis Jr. Notes: p' Section 2: General Information Building Location(fDr weather data): Warren,New York Climate Zone: 15 Heating Degree Days (base 65 degrees F): 7635 Cooling Degree Days (base 65 degrees F): 366 Project Type: Addition Window/Wall Ratio: 0.11 Activity TypgW Floor Area Hotel Function 3387 Section 3: Requirements Checklist Bldg. I Dept. Use Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] 1 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R-values &U-factors labeled as certified. [ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Stair, elevator shad vents, and other dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ] ( 7. Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed; or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. I Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value -F rU Factor 2nd Floor: All-Wood Joist/Truss 3387 21.0 0.0 0.045 0.042 Ceiling 2nd Floor: All-Wood Joist/Rater/Truss 3387 38.0 0.0 0.028 0.051 Exterior Wall North: Wood Frame, Any Spacing 450 21.0 0.0 0.062 0.074 Exterior Wall East: Wood Frame, Any Spacing 592 21.0 0.0 0.062 0.074 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 -- --- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 - --- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 - -- 0.290 0.520 Window A: Vinyl Fmme:Double Pane with Low-E Clear, SHGC 0.56 8 -- -- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 - --- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 -- -- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 -- --- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 - --- 0.290 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 12 -- -- 0.290 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 12 -- --- 0.290 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 12 -- --- 0.290 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 12 - -- 0.290 0.520 Exterior Wall South: Wood Frame, Any Spacing 450 21.0 0.0 0.062 0.074 Exterior Wall West: Wood Frame, Any Spacing 592 21.0 0.0 0.062 0.074 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 --- -- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 - -- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 - -- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 -- --- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 -- --- 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 - - 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 --- - 0.290 0.520 Window A: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 - -- 0.290 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 12 -- --- 0.290 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 12 — --- 0.290 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 12 -- -- 0.290 0.520 Window B: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 12 -- -- 0.290 0.520 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 13%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. kawmtc r ii+ &h#s U 200� Sign ure Date Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 3.0 Release la Data filename: \\Sdal\common\Budget-Inn\CD\Phase 2\Specs. & Schedules\Budget Inn-COMcheck-Rear Units-October 14 2005-Phase 2.cck Section 1: Project Information Project Name: Proposed Budget Inn Expansion For: Shaki Bhatti 931 NYS Route 9 Queensbury, New York, 12804 518-796-7939(C)518-792-6524(0) Designer/Contractor: SD Atelier Architecture, L.L.C. 510 Broadway, Suite 33 Saratoga Springs,New York, 12866 518-587-3385 (Ph/Fax). Document Author: Registered Architect- Donald Davis Jr. Notes: Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days (base 65 degrees F): 7635 Cooling Degree Days (base 65 degrees F): 366 Project Type: Addition Window/Wall Ratio: 0.17 Activity Tvne(sl Floor Area Hotel Function 1969 Section 3: Requirements Checklist Bldg. Dept. Use J Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] 1 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R-values & U-factors labeled as certified. [ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ] 7. Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed; or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and J with 3 inches clearance from insulation material. Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R ValueU FactorU Factor 2nd Floor. All-Wood Joist/Truss 1671 21.0 0.0 0.045 0.042 Ceiling 2nd Floor: All-Wood Joist/Raffer/Truss 1671 38.0 0.0 0.028 0.051 Exterior Wall North: Wood Frame, Any Spacing 564 21.0 0.0 0.062 0.074 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 - --- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 --- -- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 -- -- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 -- --- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 - --- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 -- -- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 - -- 0.290 0.520 Window E: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 7 -- -- 0.290 0.520 Window F: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 -- -- 0.290 0.520 Window F: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 --- --- 0.290 0.520 Window F: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 -- -- 0.290 0.520 Window F: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 --- --- 0.290 0.520 Exterior Wall East: Wood Frame, Any Spacing 244 21.0 0.0 0.062 0.074 Door 70: Glass, Clear, SHGC 0.52 20 - --- 0.360 0.520 Exterior Wall South: Wood Frame, Any Spacing 564 21.0 0.0 0.062 0.074 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 --- --- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 -- --- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 -- -- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 --- -- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 --- --- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 --- --- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 --- -- 0.310 0.520 Window G: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 8 -- - 0.310 0.520 Window H: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 -- --- 0.290 0.520 Window H: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 --- --- 0.290 0.520 Window H: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 — --- 0.290 0.520 Window H: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 16 -- -- 0.290 0.520 Door 71: Solid 20 -- --- 0.360 0.120 Door 74: Solid 20 — --- 0.360 0.120 Door 77: Solid 20 -- -- 0.360 0.120 Door 78: Solid 20 -- --- 0.360 0.120 Exterior Wall West: Wood Frame, Any Spacing 244 21.0 0.0 0.062 0.074 Window D: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.56 10 --- -- 0.290 0.520 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 10%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofbis/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. Signature Date ti SEISMIG REVIEW SUMMARY PROJECT: %00r%0T IWO -- SWILL MA%4-*" OFd°" LOCATION: �311 4L4S Roilt`I �dvft"G" 21P CODE: fL'6GG. ITi= 3 Iae BGNYS 13NY r Code Section Page No, Site Gass Table 1615.1.1 317 (default to site class D; I Section 1615.1.1 316 S. (short period) Figure 1615(1) 318 ` S, (1 second period ; �Q 3 Figure 1615(2) 319 Eu (site uoefficient snort) j .�. Table '615 Al 2(1) 320 I EY (site coefficient—I sec.) 2,4. � Table 1615.1.2(2) 326 r Sir, (shori period adjusted) Equation 16-16 317 S,,I (1 sec. period adjusted) . 24¢ i Equation 16-17 317 Sas (short period) . 6111 Equation 16-18 320 SD, (I sec. period) 61. Equation 16-19 320 Seismic Use Group Z Table 1604.5 287 Seismic Design Category Table 1616.3(1) 324 (short period) Seismic Resign Category Table 1616.3(2) 324 i (1 sec. ,period) G SEISMIC DESIGN CATEGORY This category determines the (most severe of above two) L design analysis and whether MEP systems must be braced. Analysis Procedure Used Section 1616.6 326 Building Components Subject To Section 1621 345 Seismic Design Requirements: Architectural Section 1621.1.1 & 345 Mechanical C. Section 1621.1.6 347 Plumbing N R- ditto 347 Electrical M. 9, ditto 347 JAM Page 10 of 10 DONSTATE OF NEW YORK� :# R DEPARTMENT OF HEALTH Glens Fails District Office, 77 Mohican Street,Glens Falls, New York 12801 (518) 3-3893 FAX(518) 793-0427 Antonia C. Novello, M.D., M.P.H., Dr. P.H. [ w Dennis P.Whalen Commissioner . aq�.�3- cutive Deputy Commissioner November 22,2006 Mr. Shaukat Bhatti 931 Route 9 Queensbury,New York 12804 Re: Plan Review-Red Roof Inn Babajani and Sons,Inc. Facility Code 56-7127 M Queensbury,Warren County Dear Mr.Bhatti, We have received the plan,which was submitted for review November 10, 2006,for the new Red Roof Inn, formerly the Budget Inn,located at 931 Route 9/Lake George Road,Queensbury. Please be aware that submission and review of plans does not relieve the operator of a regulated facility or his successor from meeting all requirements of Subparts 7-1, 14-1 and 6-1 of Chapter 1 of the New York State Sanitary Code. The plans indicate a breakfast area on the first floor. Please submit more detail regarding this area,any equipment and the proposed menu. Is this just a seating area for guests? Are you serving a"Continental Breakfast",and if so, of what does this consist? Will you be preparing any food on-site, providing cold or hot holding, etc.? We will require verification that plans designed by a licensed professional, (engineer or architect),have been approved by the local Code Enforcement Official. We will need the Certificate of Occupancy,once issued. In addition,we will require certification from a professional certifying that the entire facility was built according to such approved plans;and that it complies with the Uniform Fire Prevention and Building Code, (UFPBC.) Please provide the above information and certifications. Before a permit to operate will be issued,you must have a satisfactory pre-operational inspection by staff from our office. We will schedule this jointly with the local code enforcement officer. Once you are ready for this,please call Mr. David Adey to schedule. If you have any questions,please call me at 793-3893. Sincerely, Melissa A. Brewer Principal Sanitarian Cc: Anita Gabalski,District Director David Ade , Senior Sanitarian Warren County Building odes Jarrett-Martin Engineers,PLLC t. 02/11/2006 14:42 5187981864 WASHINGTON ST PAGE 01 JARRETT-MARTIN ENGINEERS, PLLC Professional Engineering Facsimile Cover Sheet This facsimile transmission is intended only for the use of the individuals)or entity to which it is addressed,and may contain certain confidential information belonging to the sender. If you are not the intended recipient,you are hereby notified that any disclosure,copying,distribution,or the taking of any reliance on the contents of this information is strictly prohibited. If you leave received this transmission in error,please notify the sender by telephone immediately to arrange for return of the documents. To: Dave Hatin Company: Town of Queensbury Building & Codes Phone: 761-8253 Fax: 745-4437 From: Robert U. Holmes II,P.E. Company: JARRETT-MARTEN ENGINEERS, PLLC Phone: (518) 792-2907 Fax: (518) 798-1864 Date: Tuesday, February 21, 2006 Pages Including this 3 Cover Page: REGARDING: Budget Inn Comments: Dave, See Attached memo. Thanks, BOB 12 E.Washington St. .Phone:(5.1.8)792-2907 Glens Falls,NY 12901 Fax;(519)798-1864 02/y1l2006 14:42 5187981864 MSHINGTON ST PAGE 02 JMMETT-MARTIN ENGINEERS,PEUC H.Thomas Jarrett,P.E. Professional Engineering Kenneth Martin,P.E. Memorandum Date: February 21, 2006 To: Steve Chester&Shaki Bhatti Cc: Don Davis&Dave Hatin From: Bob Holmes, Project Engineer Re: Budget Inn—Main Building This morning I had the opportunity to speak with Don Davis re �arding the sizing of the header beam supporting the 2"d floor and roof along the 2" floor corridor. Don mentioned that the header beams that has been ordered and presently stockpiled on site are 7" x 11-7/8" 2,0E PSL Parallam beams. This is not what I previously understood. From previous discussions and submitted calculations the header beams were to be either 7" x 16" 2.0E PSL Parallam beams or W 12x40 A36 steel beams(a change from the original design plans). At 1:10 pm this date I visited the project site to observe the status of construction. I observed that the 7" x 11-7/8" 2.0E PSG. Parallam beams have been installed and the floor truss installation is currently in progress. From this observation three issues are at hand that must be addressed: 1) The 7" x 11-7/8" 2.OE PSL Parallam beams do not have sufficient structural capacity under the present design configuration to meet the NYS Building Code. In discussion with Don Davis we are presently looking to add a center support for the header beams above the existing bathroom doors that will provide additional support and transmit the load into the building foundation. This will likely require additional concrete footings and piers at the mid point between the already proposed concrete piers and columns. 2) The piers and columns to support the headers beams have yet to be installed. Presently the header beams are bearing directly onto the existing partition walls of the 19t floor rooms. In many cases the partition walls are of 2x4 construction. Even under construction/Installation loads I fear that the existing partition walls are not of sufficient capacity to support the header beams and 2"d floor construction. Every effort should be made to install the permanent concrete piers and columns to support the construction of the 2"d floor. In the interim, temporary shoring to support the 'construction load' should be put in place to carry the loads into the building's foundation. 12 East Washington St Glens Falls,New York phone 519-792-2907 fax 578-798-1864 02/?1I2006 14:42 5187981864 WASHINGTON ST PAGE 03 2/21I2006 Memo:03-045 Budget Inn—Main Building 3) Due to the concrete footings and piers along the front and back of the building not yet being complete, the floor trusses being presently installed are bearing entirely on the existing front and"back walls of the building. The present design plans require (2) 1-314" x 11-718" LVL Microllams headers over the existing doorways and windows. These members have yet to be installed. The existing double 2x12 headers are not sufficient to carry the new building load. The installation of the headers, concrete piers and columns need to proceed prior to continuing work of the 2"d floor or temporary shoring must be put in place. Every effort should be made to correct these issues as soon as possible to ensure adequate structural support during construction and ultimately for the long term code compliance for the building. Until construction of the concrete piers, columns and headers can be completed or temporary shoring installed, all work on the 2"d floor should cease. Page 2 of 2 JARRETT-MARTIN ENGINEERS,PLLC H.Thomas Jarrett,P.E. Professional Engineering Kenneth Martin, P.E. Memorandum Date: March 7,2006 To: Steve Chester/Shaki Bhatti Cc: John O'Brien/Dave Hatin/Don Davis From: Bob Holmes, Project Engineer f aY4� 3�j Re: 03-045 Budget Inn — Rear Building Columns /and Header Beams along Front of Building Steve: as we previously discussed in a phone conversation, in order to provide the 14' clear span along the front of the rear building, the headers and columns for the front of the rear building are to be: W 12 x 22 steel beam headers and 3 '/2" o standard weight steel columns or 4" x 4" x1/4" steel columns. Base plates for the columns are to be 4"x 7" x '/2"for the top and 6" x 3" x'/2"for the bottom. The structural loadings of the front of the rear building are similar to the front and back of the main building. In order to maintain some continuity, the steel headers and columns of the rear building are identical the headers and columns proposed for the main building. If you have any questions or comments regarding the above please feel free to give me a call. 12 East Washington St. Glens Falls,New York phone 518-792-2907 fax 518-798-1864 N t JARRETT-MARTIN ENGINEERS,PLLC H.Thomas Jarrett, P.E. Professional Engineering Kenneth Martin, P.E. Memorandum Date: April 3, 2006 To: Steve Chester, Shaki Bhatti Cc: John O'Brien, Dave Hatin From: Bob Holmes, Project Engineer Qv! l Z/Dor Re: 03-045 Budget Inn — Front Building Bathroom Headers From�� our discussion� on Friday 3/31, 1 have reviewed with Ken Martin your desire to lengthen the bathroom door header from 3'6"to 5'. Unfortunately the (2) 1 3/4" x 16" LVL's do not have sufficient design capacity to handle a span of this length. Unless the type of header is changed by adding a third 1 3/" x 16" LVL the 3'6" span can only increase 6" to 4'. Also discussed was the replacement of the interior piers that were poured in the wrong location. It was indicated during our discussion that 2' x 2' x 2' piers would be poured to replace the existing incorrectly placed piers. Unfortunately 2' x 2' x 2' piers do not have sufficient bearing area to handle the design loads that the columns above will be carrying. The replacement piers must closely resemble the pier detail dated 2/09/06 and transmitted to you on 2/17/06 (a copy of this detail is attached). If you have any questions please do not hesitate to give us a call. 12 East Washington St. Glens Falls,New York phone 518-792-2907 fax 518-798-1864 j ARRETT - MARTIN ENGINEERS, PLLC Job (23 W PROFESSIONAL ENGINEERING Sheet# of 12 East Washington Street calculated by _Date ' Glens Falls, New York 12801 Checked by Date 518-792-2907 Fax 518-798-1864 Scale N.n. rt ` . c � ate. t � s p ti I e �— - , John O'Brien From: Bob Holmes [bholmes@jarrett-martin.com] Sent: Monday, May 22, 2006 4:39 PM To: John O'Brien Cc: Ken Martin Subject: Budget Inn[Spam score: 8%] John, As follow up to our earlier phone conversation; this e-mail is to verify that the steel reinforcement in the center footings under the main building can be changed from the#5 bar as shown on the plans and calcs to#4 bar. All rebar spacing and configuration is to remain the same. Thanks, BOB Robert U. Holmes II, P.E. Project Engineer JARRETT-MARTIN ENGINEERS, PLLC 12 E.Washington Street Glens Falls,New York 12801 Phone: (518)792-2907 Fax: (518)798-1864 mailto:bholmes�Jarrett-martin.com 5/22/2006 JARRETT-MARTIN ENGINEERS,PLLC H.Thomas Jarrett, P.E. Professional Engineering Kenneth Martin, P.E. Memorandum Date: May 16, 2006 To: Steve Chester, Shaki Bhatti Cc: John O'Brien, Dave Hatin From: Bob Holmes, Project Engineers///e 6 0� Re: Rear Building 1st Floor Support Column - - -- On Friday May 12 this office received a phone call from John O'Brien, of the Town of Queensbury Code Enforcement Office, inquiring of any recent changes to the rear building first floor structure. Apparently, during one of his site inspections he observed considerable deflection and `spring' in the first floor at the west end of the building. While unaware of any changes at the time of the phone, staff from this office visited the site soon there after. Once on site this office did observe that one of the pre-existing columns supporting the center of the first floor, at some point in time, was removed. It is our conclusion that a new concrete footing and support column be installed in place of the previous column. The new footing is to be 2' x 2' x 1' of reinforced concrete and the new support column is to be a standard weight steel column (3"o min.) with 6" x 6" x Y2" top and bottom bearing plates. To determine the column and footing requirements, the existing floor joists and center beam were verified to be appropriate and evaluated to determine minimum support spacing along the center beam. It was determined that the member sizing and spacing is correct and the appropriate support spacing along the center beam is 8'3", matching the existing support spacing along the rest of the center beam. If you have any questions or comments regarding the above please feel free to give me a call at 792-2907 so we might discuss this resolution. 12 East Washington St. Glens Falls,New York phone 518-792-2907 fax 518-798-1864 Dave Hahn c6__ 7�0 From: Bob Holmes[bholmesCjarrett-martin.com] Sent: Tuesday,August 29,2006 9:15 AM To: Dave Hatin;John O'Brien Subject: Budget Inn-Steel Columns[Spam score: 8%] Dave&John, I have observed the steel headers and columns over the 10 floor bathroom doors and have found that their installation is in substantial conformance with the revised design prepared by this office to support the 7"x 11 7/8' PSL supporting the 2"d floor corridor walls. I find no reason that the insulation and sheetrock work within the 1'r floor motet rooms,with the exception of the Infiii and north and south stair towers can not continue. Some structural work does remain to be completed within the crawl spaces. Completion of this work should not be affected by continuing the insulation and sheetrock work of the first floor motel rooms. If you have any questions or comments regarding the above please feel free to give me a call. Thanks, BOB Robert U. Holmes 11, P.E. Project Engineer JARRETT-MARTIN ENGINEERS, PLLC 12 E.Washington Street Glens Falls,New York 12801 Phone: (518)792-2907 Fax: (518)798-1864 mailto.bholmes!t.iat�rrett-niartin_com 8/29/2006 t ( Submittal Form rre�eso� MC4 M&JE WPM 11W Fiber Glass Insulation Residential Products . Submitted to: Job Name: Submitted by, Date: This Submittal Form is provided to assist you in specifying and selecting the proper CartainTeed Insulation product.Basic product descriptions and performance data are included.For further information or technical assistance, contact your local CertainTeed representative. CertainTeed Corporation,P.O.Box 860,Valley Forgo,PA IS482 1-800-233-8990 Visit our web site at: httpJ/www.certainteed.com • Fax-on-Demand service: 1-800-947-0057 Customer Service 1-800-441-9850 + Fax 1-800-799-2381 CertalnTsed was the first fiber glass Insulation manufacturer to have all its manufacturing plants,R&D center and corporate headquarters registered to ISO 9000 standards. LO 'd t L:E L 900E E2 0nI' OE915888!5 xed d38Wfll S 11a110 Product Description Thermal/Nominal (cable Resistance* Thickness Standards Unfaced Manufactured in widths to permit pressure R-38/12' Complies with ASTM C 665,Type I. Building fit installation.Used with a separate vapor R-38C/10 1/4'(Cath-dral Ceiing Batt Is noncombustible,meeting test criteria of Insulation retarder or where no vapor retarder is R-30/10" ASTM E 136.Thermal performance required or recommended. R30C/8 1/4'(Cathedral Ceiling Batt) determined by ASTM C 653 and C 518. R-25/8" R-22/61/2" 2 --- R-15/3 1/2" R-13/3 1/2" R-11!31/2" Kraft Faced Manufactured with a flanged kraft paper R-38/12' Complies with ASTM C 665,Type II, Building facing providing a vapor retarder with a R-38C/101/4"(Cathedral Ceiling Batt) Class C,Category 1.Thermal performance Insulation perm rating of 1.0 or less. R-30/10" determined by ASTM C 653 and C 518, R30C/8 1/4'(Cathedral Ceiling Batt) R-26!8 3/8' R-25/8" *111*12* R-15/3 1/2" R-13/3 1/2' R-11/31/2' SpeedyR" Manufactured with a tabless kraft paper R-21/5 112' Complies with ASTM C 665,Type il, Kraft Faced facing providing a vapor retarder with a R-19/61/4" Class C,Category 1.Thermal performance Building perm rating of 1.0 or less. R-13/3 1/2' determined by ASTM C 653 and C 51a Insulation FZR"Building Manufactured with a tabless kraft paper R-13/3 V Complies with ASTM C 665,Type 11, Insulation facing and a non-woven glass tissue Class C,Category 1.Thermal performance adhered to the fiber glass surface. determined by ASTM C 653 and C 518. SpeedyR Bandit" Unfaced batts perforated every 12.5 R-13 r`31/2' Complies with ASTM C 665,Type 1. Pre-perforated inches for easy installation in standard R-19!6114' Is noncombustible,meeting test criteria of Band/Rim Joist wood framing and TJI assemblies. ASTM E 136.Thermal performance Insulation determined by ASTM C 518. CertaSound" Sound Unfaced batts manufactured in widths R-11/31/2' Complies with ASTM C 665,Type I. Attenuation to permit pressure fit installation in steel R-8/21/2" Is noncombustible,meeting test criteria Batts stud systems. of ASTM E 136.Thermal performance determined by ASTM C 653 and C 518. Acoustical 24'x 48"batts either unfaced or with R-19/6 1/4" Complies with ASTM C 665,Type I Ceiling Batts tabless kraft paper facing.For use in R-11/31/2" (unfaced),Type 11,Class C,Category 1, suspended ceiling systems. (faced).Thermal performance determined by ASTM C 653 and C 518. NoiseReducer" Batts are available with a white kraft R-11/31l2" Complies with ASTM C 665,Type It, facing for easy positive attachment to Class C,Category 2.Thermal perfor- interior wood stud framing. mance determined by ASTM C 653 and C 518. Masonry Unfaced batts designed for use behind R-6/1 3/4' Complies with ASTM C 665,Type 1. Wall Batts paneling in masonry-type construction R3/314" Is noncombustible,meeting test criteria of where cavity depth is limited by the ASTM E 136.Thermal performance furring strips.Used with a separate determined by ASTM C 653 and C 518, vapor retarder or where no vapor retarder is required or recommended. Basement Available with perforated white flame R-11/31f8" Complies with ASTM C 665,Type II, Wall resistant polypropylene or foil facings. Class A,Category 1 and 2. Insulation Used to insulate walls of unfinished Thermal performance determined by basements.Flame spread rating is 25 ASTM C 653 and C 518. or less.Available in 48"and 72'widths. MemBrain" Vapor retarder sheeting intended for 2 mil Water vapor permeance values are use with unfaced,vapor permeable determined by ASTM E 96. mass insulation(fiber glass and mineral wool)in wall and ceiling cavities. s 1.0 perm(57 ng/Pa•s•ml) MemBrain is a polyamide film that (ASTM E 96,Standard Desiccant method) changes its permeability with ambient humidity conditions. >10 perms(1.144 ng/Pa•s•m') (ASTM E 96,Standard Water method) kR means resistance to heat flow.The higher the R value,the greater the insulating power. Approximate STC Ratings Wood Frame Partitions With Gypsum 311--"of CertainTeed Fiber Glass Wallboard Facings(112'&s!a') No Insulation Insulation(batty or blown) 1b. 5 fe.. Single sardslsingle layer facings 34 35 99 38 Single swds/resil►eni channel Sig 40 46 50 Staggered studslsingle layer facings 39 43 s0 51 Doublc stud wallstsingle layer facings 46 45 57 57 Steel Stud Partitions With Gypsum s 1H_'of CertainTeed Fiber Glass Wallboard Facings(1/2"&WWI No Insulation Insulation(barts or blown) 21/2"Studs a sie Studs 2 1f2'Studs a s/s-Studs th. th. Ste• 112- Sie 1h- ale Single layer facings 36 39 36 39 45 47 47 5o Double layer one side,single layer other aide gg 44 42 47 50 52 52 55 Double layer each side 45 48 50 52 54 S7 56 58 Guide Specifications for CertainTeed FiberGlass Thermal and Acoustical Insulations Note to the specifier.Provide information as Thermal Insulation Part S Execution required;delete inappropriate items and fill in where Insulation for(ceilings)(walls)(floors)shall be 3.01 Preparation indicated. CertainTeed Verify that mechanical and electrical services ls)(floors) n installed This guide specification applies to thermal and inches thick an(ceilings) c ested)s d.lif appropriate.verifyve Be that adja acousdcal insulation In walls,ceilings and floors.k with R-Value of cent mmeriafs are dry and reedy receive follows Construction Specifications Institute(CSI)tor- insulatiom Met. or 3,02 Installation Part 1 General Imulatiun for(ceilings)(or other approved location) Installation shall be in accordance with 1,01 Work Included shah be CertainTeed Installed at mirilmum of CartainTeeds instructions. State type iof nstalled.Insulation and where it inches thick with is to be ins® bagsh.Uotl sq.ft.for R-Value of 1.02 Related Work Sound Control Insulation State if separate vapor an&pr air barrier Insulation for(ceilings)(walls)(floors)shall be is Tn be installed. CertainTeed 1.03 References Include appropriate insulation standards. Acoustical Calling Sans Insulation over suspended ceilings shall,be W Part 2 Products CertainTeed kratt-faced(3 tM_"R-11)(8 1/s'A-1 B) 2.01 Acceptable Manufacturers Acoustical Celling Batts CertainTead Corporation 2.02 Materials .. CertainTeed ye A 3sint Gobaln Company INSULATION Code:30-21.890—Residential Products Submittal Sheet 2001 CertainTeed Corporation 9101 t,n ',a 11 :71 QlAW1 77 unr m,oIcQQQlc:S{ea m:1oWnj cI I>4nq Product Description Thermal Nominal Applicable Resistance/Thickness Standards Unfaeed Manufactured in widths to permit pressure R38/12' Complies with ASTM C 665,Type I. Building fit installation.Used with a separate vapor R-38/10 1/4"(cas+td C&Wu ear<I Is noncombustible,meeting test criteria of Insulation retarder or where no vapor retarder is R30110' ASTM E 136.Thermal performance required or recommended. R-30181/.ti(Cat ca-A Cuing Baal determined by ASTM C 563 and C S18. R-25/3' R-22161/2' R-2115112' R-1916lie R-16/31h, R-13/3 VY R-11131h_" Kraft Manufactured with a flanged laaft paper R 3B/12" Complies with ASTM C 665.Type II, Faced facing providing a vapor retarder with a R-38/101/4'(Ce4artal Ceiling W Class C,Category 1.Them-of performance Building perm rating of 1.0 or less. R-30/10' determined by ASTM C 6-95 and C 518. Insulation R-30/8 1/4'(Caths"CBiling Baal) R-26/8 s/a' R-251 S' R-22/6112! R-21 I S 1,d' R-19/61W R-15/3 t12' R-13131E Ft-11�3 1h" CertaSound" Sound Unlaced batty manufactured in wicift to R-1113112 Complies with ASTM C 665,Type I. Athanuadon permit pressure fit installation in steal stud R-8121/2' Thermal pertarmance determined by Bst[13 systems. ASTM C 653 and C 518. Acoustical 24"x 48'batty either unlaced or with an R 19/6 1/4, Complies with ASTM C 665,Type I Ceiling Batts unflanged ktraffi paper facing.For use in R-11/31k (unlaced),Type 11,Class C.Category 1, suspended ceiling systems. (faced).Thermal performance determined by ASTM C 653 and C 618. NoiscReducer" Batts are availabie with a white{craft R-111311Y Complies with ASTM C 665,Type 11. facing for easy positive atl�aChment to Class C,Category 1,(faced).Thermal interior wood stud framing.This facing performance determined by is not a vapor retarder. ASTM C 653 and C 518. Masonry Unfaeed bans designed for use behind R-6/1 3/a• Complies with ASTM C 665,Type I. Wall Batts paneling in masonry-type comEruction R319/4" Is noncombusttble,meeting test cnferia of where cavity depth is limited by the furring ASTM E 136.Thermal performance strips_Used with a separate vapor retarder determined by ASTM C 653 and C 518, or where no vapor retarder Is required or recommended Basement Available wim both perforated and non- R-11!311e" i Complies with ASTM C 666,Type I. Wall perforated white flange resisrarrt polypropy- Is noncombustible,meeting test c%ria of Insulation lane faelrgs.Used to inaulare walls of ASTM E 136.Thermal performance unfinished baserenls.Flame spread rating determined by ASTM C 653 and C 518. is 25 or less,Non-perforated vapor perm& ante is 0.1_Aveiiabla in 48'and 72 wid$is. zu 'd LL:zL 900E zz Unr OE9158881S:X8A 830wm silane Thermal Resistance Loose Fill Begs per Minimum weight. Minimum Applicable Products Description R-Value 7,0oo sq.ft. Pounds per sq.ft. Thickness Standards InsutSaler 4 Prim fiber glass insulation for 49 29.6 0.800 1 a ih Cary Cilles with ASTM C use with pneumatic blowing 44 26.4 0.712 16 s/C 764.Type 1.Is noncam- machines 36 22.8 0.615 1439" busuble,meeting criteria 30 1&0 0.435 Vr of ASTM E 136.Thermal 22 13.1 Ow53 9" performance is deter- 19 11.1 0.301 7 3/4" mined by ASTM C 687, OPTIM/t* Special fiber glass insulation for 56 71,0 1.93a 13 lie(2 x 14) Complies with ASTM C for BIBS use with the Blow-In-818nl et' 47 60.3 1.658 11 1/4`x 12) 761,Type L Is noncom- S"yetem when blown behind 39 49.6 1.388 9 1ACC2 x 10) busfible,meeting criteria CPT1MA"fabric.B1806 is a 30 38.8 1.068 7 14 (2 x 8) of ASTM E US Thermal patented irtsuladng process 23 29.5 0.825 5 la(2 x 6) performance is darer- through Ark-Seal Intemariorai, 15 18.8 01% 31/2"(2 x 4) mined by ASTM C 687. UltraTherm- fiber glass insulation material 44 37.6 0.941 1819 Complies with ASTM C processed for pneumatic 36 32.6 0.81r, 16' 764.Type I.Is noncom application W 25.5 0.638 12 31a" buctible,meeting criteria 22 18.6 0.466 M ilt^ of ASTM E 136.Thermal 19 16.1 0,402 8 ile performance is deter-- mined by ASTM C 687. Sound Cer18in7ead's Fiber Glass products can reduce sound transmission when property in=Ud in constnuc Th-emisaiun Wn assembles and can add from 4 to 12 points to the STC rating depending on the type of partition. Loss The actual rating is dependent cn the worVwahip,mass of totai material,thickness of insulation,and the air tightness of rite construction,In wood stud assemblies,separation of the wall surfaces plus the addition of insulation in stud cavities is the rrosl effective means of reducing sound trareinission.This is accomplished by installing resilient channel on one side of the partition,or wish staggered or double wall constructions.The following table lists some typical sound rated partition constructions, Surface Burnina These products have die following maximum flame spread and smoke developed ratings when tested Characteristics per ASIV E 84: Product Elaine Spread Smoke Developed Unlaced Sullding Insulation 5 0 UtraTheW 5 0 Insuf:ales 4 5 5 Optime 5 5 F5K-25 Building Insulation 25 5o Basement Wall Insulation 25 50 Standard futl building insulation 75 450 FSK-25,Basement Wall and standard foil4aced Insulation pmducrs have a critical radiant flux flame propagation resistance equal to or greater than a 12 w/cm2 Fire Satiety CertsinTead Unfaeed Fiber Glass Building Irnsulation,OPTIMA'•,InsulSafe°4 and U1traTherrrt" are noncombustible per ASTM E 136 test criteria. Pll 'J , 1 :21 Linn? 7;, tinr mQICQQQIc:xea q:ioWn-1 cl Ipn,t xaw�' MOA H.Thomas Jarrett, P.E. Professional Engineering Kenneth Martin, P.E. February 3, 2006 Shaki Bhatti and Steve Chester Budget Inn 931 Route 9 Queensbury,NY 12804 Re: Budget Inn `�� JM 03 045 ZJ�/ Dear Shaki and Steve, As discussed, you are aware we are working on the truss submittal which you have made a priority. My recommendation would be to stop the pouring of the concrete foundation. until we have had a chance to design them. This should eliminate the potential of repouring any more concrete. Should you have any questions, do not hesitate to contact me at(518) 792-2907. Sincerely, enneth Martin, P.E. Principal Jarrett-Martin Engineers, PLLI Cc: John O'Brien, Town of Queensbury Don Davis, AD Atelier Architecture FADataFi1e\2003 Project Files\2003 Commercial Projects\03-045 Bhatti Budget Inn&Outback\B Construction\Correspondence\Sent\03045 020306 Truss Itr.doc 12 East Washington St. • Glens Falls, NY 12801 518-792-2907 / 518-798-1864 Fax 0 Printed on Recycled Paper 1 u£,v i va John O'Brien From: Bob Holmes [bholmes@jarrett-martin.com] Sent: Tuesday, August 29, 2006 9:15 AM To: Dave Hatin;John O'Brien Subject: Budget Inn-Steel Coiumns[Spam score: 8%] Dave&John, I have observed the steel headers and columns over the 1 st floor bathroom doors and have found that their installation is in substantial conformance with the revised design prepared by this office to support the 7"x 11 7/8" PSL supporting the 2nd floor corridor walls. I find no reason that the insulation and sheetrock work within the 1 st floor motel rooms,with the exception of the Infill and north and south stair towers can not continue. Some structural work does remain to be completed within the crawl spaces. Completion of this work should not be affected by continuing the insulation and sheetrock work of the first floor motel rooms. If you have any questions or comments regarding the above please feel free to give me a call. Thanks, BOB Robert U. Holmes II, P.E. Project Engineer JARRETT-MARTIN ENGINEERS, PLLC 12 E.Washington Street Glens Falls,New York 12801 Phone: (518)792-2907 Fax: (518)798-1864 mailto:bholmes(ao jarrett-martin.com 8/29/2006 5 ®n1;AV TJ-Beame 6.20 Serial Number: e5 24 7" x 11 7/8" 2.0E Parallam® PSL Pap; Engi 005 1 on6.20.6 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:53' F_ k d 23' —7- d 23' - -= Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:8' Primary Load Group-Office Bldgs-Offices(psf):40.0 Live at 100%duration, 10.0 Dead,20.0 Partition Vertical Loads: Type Class Live Dead Location Application Comment Point(plf) Floor(1,00) 60.0 0.0 23' - Point(plf) Floor(1.00) 60.0 0.0 3Y 6" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.89" 3082/2546/0/5628 A&Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® 2 Parallam PSL Beam 5.25" 2,49' 8563/4503/0113067 B1:Blocking 1 Ply 1 1/4"x 11 7/8"1.3E TimberStrandO LSL 3 Parallam PSL Beam 5.25" 2.49" 8590/4503/0/13093 B3 None 4 Stud wall 3.50" 1.89" 3084/2546/0/5630 A&Rim Board 1 Ply 1 114"x 11 7/8"0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'$/BUILDERS GUIDE for detail(s):A&Rim Board,131:Blocking,83 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 8430 7378 16071 Passed(46%) Lt.end Span 3 under Floor ADJACENT span loading Moment(Ft-Lbs) -28994 -28994 39805 Passed(73%) MID Span 3 under Floor ADJACENT span loading Live Load Defl(in) 0.617 0.761 Passed(U444) MID Span 3 under Floor ALTERNATE span loading Total Load Defl(in) 1.119 1.142 Passed(L/245) MID Span 3 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 29'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. PROJfA OPERATOR INFORMATION: {fi t t�iitb6orr Donald Davis E) suites/rooms beam loading-design/talc. SD Atelier-Architecture,L.L.C. f1 510 Broadway,Suite 33 Saratoga Springs,NY 12866 Phone:518-587-3385 , L Fax :518-587-3385 don@sdatelier.com Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business Parallam®and Parallam® are registered trademarks of Trus Joist. C:\Documents and Settings\Donald Davis\My Documents\mist\Budget-inn\new-2nd-flr-room-suites-corridor-beams.sms tnN � Or��':usoTi-Beam®6.20SerialNumb002417 7" x 11 7/8" 2.0E ParaHam® PSL User:2 11115J200511:41:24 AM Page Engine Version:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Operator Notes: New Second floor-suites/rooms beam loading PROJECT INFORMATION: OPERATOR INFORMATION: Budget Inn-2nd flr addition Donald Davis suites/rooms beam loading-design/calc. SD Atelier-Architecture,L.L.C. 510 Broadway,Suite 33 Saratoga Springs,NY 12866 Phone:518-587-3385 Fax :518-587-3385 don@sdatelier.com Copyright O 2005 by Trus Joist, a Weyerhaeuser Business Parallam® and Parallam® are registered trademarks of Trus Joist. C:\Documents and Settings\Donald Davis\My Documents\misc\Budget-inn\new-2nd-flr-room-suites-corridor-beams.sms 4 n- % TJ-Beam(&6.20 Serial Nu�;�e�`0c��`oosii`sa 7 7" x 11 7/8" 2.0E Parallam®PSL p 3 ngi si�s20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 22' 10.00" 7' 0.00" ^ 22' 10.00" ^ Max. Vertical Reaction Total (lbs) 5628 13067 13093 5630 Max. Vertical Reaction Live (lbs) 3082 8563 8590 3084 Required Bearing Length in 1.89(W) 2.49(W) 2.49(W) 1.89(W) Max. Unbraced Length (in) 350 350 350 350 350 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 2206 -3251 610 -610 3251 -2206 Max Shear at Support (lbs) 2502 -3572 931 -931 3572 -2502 Member Reaction (lbs) 2502 4503 4503 2502 Support Reaction (lbs) 2546 4503 4503 2546 Moment (Ft-Lbs) 11766 -12218 -10589 -12218 11766 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 4859 -7160 1314 -1372 7295 -4861 Max Shear at Support (lbs) 5513 -7868 2022 -2080 8347 -5514 Member Reaction (lbs) 5513 9891 10426 5514 Support Reaction (lbs) 5610 10371 10426 5612 Moment (Ft-Lbs) 25928 -26894 -23404 -27095 25944 Live Deflection (in) 0.604 -0.089 0.606 Total Deflection (in) 1.106 -0.162 1.108 ALTERNATE span loading on odd # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 4877 -7142 581 -638 7277 -4879 Max Shear at Support (lbs) 5531 -7850 902 -960 8329 -5532 Member Reaction (lbs) 5531 8753 9288 5532 Support Reaction (lbs) 5628 9233 9288 5630 Moment (Ft-Lbs) 26098 -26482 -24952 -26684 26114 Live Deflection (in) 0.616 -0.098 0.617 Total Deflection (in) 1.118 -0.171 1.119 ALTERNATE span loading on even # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 2188 -3269 1343 -1343 3269 -2188 Max Shear at Support (lbs) 2484 -3590 2051 -2051 3590 -2484 Member Reaction (lbs) 2484 5641 5641 2484 Support Reaction (lbs) 2524 6121 5641 2524 Moment (Ft-Lbs) 11597 -12630 -9040 -12630 11597 Live Deflection (in) -0.013 0.009 -0.013 Total Deflection (in) 0.490 -0.065 0.490 PROJECT INFORMATION: OPERATOR INFORMATION: Budget Inn-2nd flr addition Donald Davis suites/rooms beam loading-design/calc. SD Atelier-Architecture,L.L.C. 510 Broadway,Suite 33 Saratoga Springs,NY 12866 Phone:518587-3385 Fax :518-587-3385 don@sdatelier.com copyright m 2005 by Trus Joist, a Weyerhaeuser Business Parallam@ and Parallamo are registered trademarks of Trus Joist. C:\Documents and Settings\Donald Davis\My Documents\misc\Budget-inn\new-2nd-flr-room-suites-corridor-beams.sms b AVI Mi TJ-Beame 6.20 Serial Number 001124,1 7" x 11 7/8" 2.0E Parallam@ PSL P�4 Engi '«�szo.' THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADJACENT span loading over support # 2, LDF = 1.00, 1.0 Dead + 1.0 Floor Shear at Support (lbs) 4775 -7244 3926 1240 3186 -2271 Max Shear at Support (lbs) 5429 -7952 4634 532 3507 -2567 Member Reaction (lbs) 5429 12587 2975 2567 Support Reaction (lbs) 5526 13067 2975 2607 Moment (Ft-Lbs) 25143 -28814 NIA -10731 12387 Live Deflection (in) 0.550 -0.044 0.045 Total Deflection (in) 1.052 -0.115 0.544 ADJACENT span loading over support # 3, LDF = 1.00, 1.0 Dead + 1.0 Floor Shear at Support (lbs) 2272 -3185 -1269 -3955 7378 -4778 Max Shear at Support (lbs) 2568 -3506 -561 -4663 8430 -5431 Member Reaction (lbs) 2568 2945 13093 5431 Support Reaction (lbs) 2608 3425 13093 5529 Moment (Ft-Lbs) 12396 -10710 N/A -28994 25168 Live Deflection (in) 0.046 -0.045 0.552 Total Deflection (in) 0.545 -0.116 1.054 PROJECT INFORMATION: OPERATOR INFORMATION: Budget Inn-2nd fir addition Donald Davis suites/rooms beam loading-design/calc. SD Atelier-Architecture,L.L.C. 510 Broadway,Suite 33 Saratoga Springs,NY 12866 Phone:518-587-3385 Fax :518-587-3385 don@sdatelier.com Copyright © 2005 by Trus Joist, a Weyerhaeuser Business Parallam® and Parallamo are registered trademarks of Trus Joist. C:\Documents and Settings\Donald Davis\My Documents\misc\Budget-inn\new-2nd-flr-room-suites-corridor-beams.sms TJ-Bean NVhrB7� 11 7/8" TJI@ 560 @ 12" o/c� P�; ' ioZ206E ;s .1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:30'1* � 1 ni ;:— n3 a 2T 1" Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Office Bldgs-Offices(psf):40.0 Live at 100%duration, 15.0 Dead,20.0 Partition Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 60.0 0.0 22'To 30'1" Adds To additional live load at bal./deck (1) Point(plf) Snow(1.15) 825.0 225.0 0 - roof load (1) Point(plf) Snow(1.15) 825.0 225.0 30'1" - roof load Point(plf) Floor(1.00) 0.0 80.0 25'1" - -(1)Analysis assumes loads are passed through to support: 1,3. Sufficient strength full depth blocking,rim or squash blocks are required at support(s):1,3. The accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORT(S)reactions. These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the supporting member below. SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 5.50" 4.25" 1194/543/0/1737 A& Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® 2 Stud wall 5.W' 5.50" 1163/84910/2012 132:Squash Blocks 1 Ply 11 15/16",2x4 Squash Blocks 3 Microllam LVL beam 5.25" 4.00" 1218/190/-37/1408 A&Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® -CAUTION:Required bearing length(s)exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits:End supports, 3 10.Intermediate supports,31/2" with web stiffeners and 5 1/4"without web stiffeners. -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A&Rim Board,62:Squash Blocks PROJECT INFORMATION: OPERATOR INFORMATION: B , , Donald Davis new2 SD Atelier-Architecture,L.L.C. 510 Broadway,Suite 33 Saratoga Springs,NY 12866 Phone:518-587-3385 Fax :518-587-3385 don@sdatelier.com Copyright O 2005 by Trus Joist, a Weyerhaeuser Business TJI®,TJ-Beam® and Hicrollam& are registered trademarks of Trus Joist. e-I Joist-,Pro- and TJ-Pro" are trademarks of Trus Joist. FrameWorks® and Performance Plus® are registered trademarks for Trus Joist. C:\Documents and Settings\Donald Davis\My Documents\misc\Budget-inn\rear-unit.sins TJ-Beam®6.20 Serial N'm�' 5;;z� T 11 7/8" TJI®560 12" o/c PM P�2 EnginneeVversi n:620. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1030 1000 2050 Passed(49%) Rt.end Span 2 under Concentrated ALTERNATE span loading Vertical Reaction(Ibs) 2012 2012 3455 Passed(58%) Bearing 2 under Floor loading Moment(Ft-Lbs) -3555 -3555 9500 Passed(37%) MID Span 2 under Floor loading Live Load Defl(in) 0.180 0.724 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.331 1.085 Passed(U787) MID Span 1 under Floor ALTERNATE span loading TJPro 52 35 Passed Span 1 -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Uplift exceeds 200 lbs for unbalanced load. -Deflection analysis is based on composite action with single layer of 3/4"TJO Performance Plus®Panels(24"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 8'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000!bs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. -The load conditions considered in this design analysis include alternate member pattern loading. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 314"TJO Performance Plus® Panels(24"Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-5/8"Direct Applied Gypsum Ceiling. A structural analysis of the deck has not been performed by the program. Comparison Value:2.9 FrameWorks®Floor System -For complete system requirements,see Trus Joist Framer's Pocket or FrameWorksO Floor System guides. Calculations are based on a system analysis;reduced performance occurs when system requirements are not followed. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. Operator Notes: Budget Inn new 2nd flr.addition at rear unit PROJECT INFORMATION: OPERATOR INFORMATION: Budget Inn Donald Davis new 2nd fir.addition at rear unit SD Atelier-Architecture,L.L.C. 510 Broadway,Suite 33 Saratoga Springs,NY 12866 Phone:518-587-3385 Fax :518-587-3385 don@sdatelier.c:om Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business TJI®,TJ-Beam® and Microllam® are registered trademarks of Trus Joist. e-I Joist-,Pro- and TJ-Pro" are trademarks of Trus Joist. FrameWorks® and Performance Plus® are registered trademarks for Trus Joist. C:\Documents and Settings\Donald Davis\My Documents\mist\Budget-inn\rear-unit.sms ,�. r TJ-Beam®6.20 Serial Nu Aw-eu r B 7� 11 118" TJI®560 n 9 2" u/c V Page EngiUser.2 neeVVersiorc6.20.1:2716 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 21' 8.50" ^ 7' 7.75" ^ Max. Vertical Reaction Total (lbs) 1737 2012 1408 Max. Vertical Reaction Live (lbs) 1194 1163 1218 Selected Bearing Length (in) 4.25(W) 5.50(W) 4.00(W) Max. Unbraced Length (in) 108 98 175 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 302 -427 370 50 Max Shear at Support (Ibs) 305 -455 395 47 Shear Within Span (lbs) N/A 290 Member Reaction (lbs) 305 849 -47 Support Reaction (lbs) 543 849 190 Moment (Ft-Lbs) 1331 -1622 N/A Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 644 -919 955 -71 Max Shear at Support (lbs) 650 -983 1030 -83 Shear Within Span (lbs) N/A 625 Member Reaction (lbs) 650 2012 83 Support Reaction (lbs) 903 2012 355 Moment (Ft-Lbs) 2819 -3555 25 Live Deflection (in) 0.166 -0.017 Total Deflection (in) 0.317 -0.036 ALTERNATE span loading on odd # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 653 -910 588 278 Max Shear at Support (lbs) 659 -974 622 275 Shear Within Span (lbs) N/A 517 Member Reaction (lbs) 659 1597 -275 Support Reaction (lbs) 912 1597 -37 Moment (Ft-Lbs) 2896 -3365 N/A Live Deflection (in) 0.180 -0.031 Total Deflection (in) 0.331 -0.050 ALTERNATE span loading on even # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 294 -435 737 -299 Max Shear at Support (lbs) 296 -463 802 -310 Shear Within Span (lbs) N/A 397 Member Reaction (lbs) 296 1265 310 Support Reaction (lbs) 535 1265 583 Moment (Ft-Lbs) 1255 -1812 357 Live Deflection (in) -0.016 0.019 Total Deflection (in) 0.137 -0.015 PROJECT INFORMATION: OPERATOR INFORMATION: Budget Inn Donald Davis new 2nd flr.addition at rear unit SD Atelier-Architecture,L.L.C. 510 Broadway,Suite 33 Saratoga Springs,NY 12866 Phone:518-587-3385 Fax :518-587-3385 don@sdatelier.com Copyright © 2005 by Trus Joist, a Weyerhaeuser Business TJI®,TJ-Beamg and Microllam�D are registered trademarks of Trus Joist. e-I Joist-,Pro- and TJ-Pro- are trademarks of Trus Joist. Frameworks® and Performance Plus® are registered trademarks for Trus Joist. C:\Documents and Settings\Donald Davis\My Documents\misc\Budget-inn\rear-unit.sms TJ-Bem® S " Wge—Bi m 11 718" TJ I@ 560 @ 12 o/cerial m P�4 E'nginne�'on:620.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 644 -919 955 -71 Max Shear at Support (lbs) 650 -983 1030 -83 Shear Within Span (lbs) N/A 625 Member Reaction (lbs) 650 2012 83 Support Reaction (lbs) 1728 2012 1180 Moment (Ft-Lbs) 2819 -3555 25 Live Deflection (in) 0.166 -0.017 Total Deflection (in) 0.317 -0.036 ALTERNATE span loading on odd # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 653 -910 588 278 Max Shear at Support (lbs) 659 -974 622 275 Shear Within Span (lbs) N/A 517 Member Reaction (lbs) 659 1597 -275 Support Reaction (lbs) 1737 1597 375 Moment (Ft-Lbs) 2896 -3365 N/A Live Deflection (in) 0.180 -0.031 Total Deflection (in) 0.331 -0.050 ALTERNATE span loading on even # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 294 -435 737 -299 Max Shear at Support (lbs) 296 -463 802 -310 Shear Within Span (lbs) N/A 397 Member Reaction (lbs) 296 1265 310 Support Reaction (lbs) 947 1265 1408 Moment (Ft-Lbs) 1255 -1812 357 Live Deflection (in) -0.016 0.019 Total Deflection (in) 0.137 -0.015 PROJECT INFORMATION: OPERATOR INFORMATION: Budget Inn Donald Davis new 2nd fir.addition at rear unit SD Atelier-Architecture,L.L.C. 510 Broadway,Suite 33 Saratoga Springs,NY 12866 Phone:518-587-3385 Fax :518-587-3385 don@sdatelier.com copyright ® 2005 by Trus Joist, a Weyerhaeuser Business TJI®,TJ-Beam9 and Microllam® are registered trademarks of Trus Joist. e-I Joist-,Pro" and TJ-Prd" are trademarks of Trus Joist. FrameWorks® and Performance Pluse are registered trademarks for Trus Joist. C:\Documents and Settings\Donald Davis\My Documents\miaC\Budget-inn\rear-unit.sms -a .nil TJ-Beam 6.20 Serial Number. ` 11 718" TJI@ 560 @ 12" o/c Pap2 rrgneVert2:�-2aPM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:620.16 CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 ,2 a 24.s' Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Office Bldgs-Offices(psf):40.0 Live at 100%duration,15.0 Dead,20.0 Partition Vertical Loads: Type Class Live Dead Location Application Comment Point(plf) Floor(1.00) 60.0 0.0 24' - SUPPORTS: Input Bearing Vertical Reactions(tbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 5.50" 4.25" 490/42910/919 A3:Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® 2 Stud wall 5.50" 4.25" 550/429/0/978 A3:Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® -CAUTION:Required bearing length(s)exceed the minimum shown in the TJ Builders guide for single family residential applications. Limits:End supports, 31/2".Intermediate supports,31/2" with web stiffeners and 51/4"without web stiffeners. -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A&Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1000 1000 2050 Passed(49%) Rt.end Span 1 under Concentrated loading Vertical Reaction(Ibs) 995 995 1725 Passed(58%) Bearing 2 under Concentrated loading Moment(Ft-Lbs) 5292 5292 9500 Passed(56%) MID Span 1 under Floor loading Live Load Deft(in) 0.442 0.792 Passed(U644) MID Span 1 under Floor loading Total Load Defl(in) 0.829 1.188 Passed(U344) MID Span 1 under Floor loading TJPro 44 35 Passed Span 1 -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Deflection analysis is based on composite action with single layer of 3/4"TJO Performance Plus®Panels(24"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 6'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 3/4"TJO Performance Plus® Panels(24"Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-5/8"Direct Applied Gypsum Ceiling. A structural analysis of the deck has not been performed by the program. Comparison Value:2.9 QQOJECT INFORMATION: OPERATOR INFORMATION: Donald Davis `�P '•. D 2ND.FLR- at now utfill SDAtelier-Architecture,L.L.C. O PhhoW1. 510 Broadway,Suite 33 ! �s Saratoga Springs,NY 12866 Phone:518-587-3385 R � Fax :518-587-3385 don@sdatelier.com :. .j f Copyright © 2005 by Trus Joist, a Weyerhaeuser Business TJI@ and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist",Pro' and TJ-Prd" are trademarks of Trus Joist. FrameWorks@ and Performance Plus@ are registered trademarks for Trus Joist. CO TJ-Beam®6.20 Serial Number: 5112417 g5 11 I I8" TJI@ 560 @ 12" oic P�2 EngineVOerson 6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED FrameWorks®Floor System -For complete system requirements,see Trus Joist Framer's Pocket or FrameWorks®Floor System guides. Calculations are based on a system analysis;reduced performance occurs when system requirements are not followed. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design bads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. Operator Notes: 2ND FLR-loading at new infill Phase I PROJECT INFORMATION: OPERATOR INFORMATION: Budget Inn- Donald Davis 2ND FLR-loading at new infill SD Atelier-Architecture,L.L.C. Phase 1 510 Broadway,Suite 33 Saratoga Springs,NY 12866 Phone:518-587-3385 Fax :518-587-3385 don@sdatelier.com Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist",Pro" and TJ-Pro" are trademarks of Trus Joist. Frameworks® and Performance Plus® are registered trademarks for Trus Joist. i 7005112417� 11 7/8" TJI@ 560 @ 12" o/C TJ-Beam 6.20 Serial Number:7005112417 User:2 Eron Versw:: .25 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 3 Ergine Version 6.20.16 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 23' 9.00" ^ Max. Vertical Reaction Total (lbs) 919 978 Max. Vertical Reaction Live (lbs) 490 550 Selected Bearing Length (in) 4.25(W) 4.25(W) Max. Unbraced Length (in) 80 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 413 -413 Max Shear at Support (lbs) 416 -416 Shear Within Span (lbs) -411 Member Reaction (lbs) 416 416 Support Reaction (lbs) 429 429 Moment (Ft-Lbs) 2468 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 885 -944 Max Shear at Support (lbs) 891 -950 Shear Within Span (lbs) -941 Member Reaction (lbs) 891 950 Support Reaction (lbs) 919 978 Moment (Ft-Lbs) 5292 Live Deflection (in) 0.442 Total Deflection (in) 0.829 PROJECT INFORMATION: OPERATOR INFORMATION: Budget Inn- Donald Davis 2ND FLR-loading at new infill SD Atelier-Architecture,L.L.C. Phase I 510 Broadway,Suite 33 Saratoga Springs,NY 12866 Phone:518-587-3385 Fax :518-587-3385 don@sdatelier.com Copyright © 2005 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist-,Pro- and TJ-PrcM are trademarks of Trus Joist. Frameworks® and Performance Plus% are registered trademarks for Trus Joist. ®� `�av"�/ .. �. Ti-Beam®6.20 Serial Number:7005112417 11 7/8 TJI® 660 @ 12 o/C Pagel Engine Version: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 2 Product Diagram is Conceptual, LOADS: Analysis is for a Joist Member. Primary Load Group-Office Bldgs-Offices(psf): 100.0 Live at 100%duration,10.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/DeadlUpliftlTotal 1 Microllam LVL beam 5.25" 4.00" 375138/0/413 A&Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® 2 Microllam LVL beam 5.25" 4.00" 375/38/01413 A&Rim Board 1 Ply 1 114"x 11 7/8"0.8E TJ-Strand Rim Board® -CAUTION:Required bearing length(s)exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits:End supports, 31/2".intermediate supports,31/2" with web stiffeners and 51/4"without web stiffeners. -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A&Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1000 1000 2050 Passed(49%) Rt.end Span 1 under Concentrated loading Vertical Reaction(Ibs) 995 995 1725 Passed(58%) Bearing 2 under Concentrated loading Moment(Ft-Lbs) 634 634 9500 Passed(7%) MID Span 1 under Floor loading Live Load Dell(in) 0.016 0.170 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.017 0.340 Passed(L/999+) MID Span 1 under Floor loading TJPro 71 35 Passed Span 1 -Deflection Criteria:STANDARD(LL:L/480,TL:L/240). -Deflection analysis is based on composite action with single layer of 314"TJ®Performance Plus®Panels(24"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 3/4"TJO Performance Plus® Panels(24"Span Rating)decking. The controlling span is supported by beams. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value:2.9 FrameWorks®Floor System -For complete system requirements,see Trus Joist Framer's Pocket or FrameWorks®Floor System guides. Calculations are based on a system analysis;reduced performance occurs when system requirements are not followed. PROJECT INFORMATION OPERATOR INFORMATION: - - �—s Donald Davis inte h SD Atelier-Architecture,L.L.C. 510 Broadway,Suite 33 Saratoga Springs,NY 12866 ♦d ' Phone:518-587-3385 Fax :518-587-3385 don@sdatelier.com , ; Copyright © 2005 by Trus Joist, a Weyerhaeuser Business TJI®,TJ-Beam®and Microllam®are registered trademarks of Trus Joist. e-I Joist-,Pro- and TJ-Pro" are trademarks of Trus Joist. FrameWorks® and Performance Plus® are registered trademarks for Trus Joist. Ct\Documents and Settings\Donald Davis\My Documents\misc\Budget-inn\new-2nd-flr-corridor.sms 10, D-Beam®6.20 Seriaf Number., 0M112Bt7 1 1 718" TJI®560 @ 12" O/C PPage2 Engine Version:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES- -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. Operator Notes: New Second floor-corridor loading PROJECT INFORMATION: OPERATOR INFORMATION: Budget Inn-2nd flr addition Donald Davis interior corridor loading-design/calc. SD Atelier-Architecture,L.L.C. 510 Broadway,Suite 33 Saratoga Springs,NY 12866 Phone:518-587-3385 Fax :518-587-3385 don@sdatelier.com Copyright © 2005 by Trus Joist, a Weyerhaeuser Business TJI®,TJ-Beam® and Microllam® are registered trademarks of Trus Joist. e-I Joist-,Pro" and TJ-Pro" are trademarks of Trus Joist. Frameworks® and Performance Plus® are registered trademarks for Trus Joist. C:\Documents and Settings\Donald Davis\My Documents\misc\Budget-inn\new-2nd-fir-corridor.sms � OVL TJ-Bearn®6.20 Serial N"mom 05��"'m 11 718" TJI®560 @ 12" o/C P�3 Engine iacs20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 6' 9.50" ^ Max. Vertical Reaction Total (lbs) 413 413 Max. Vertical Reaction Live (lbs) 375 375 Selected Bearing Length (in) 4.00(W) 4.00(W) Max. Unbraced Length (in) 90 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 33 -33 Max Shear at Support (lbs) 34 -34 Member Reaction (lbs) 34 34 Support Reaction (lbs) 38 38 Moment (Ft-Lbs) 58 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 364 -364 Max Shear at Support (lbs) 374 -374 Member Reaction (lbs) 374 374 Support Reaction (lbs) 413 413 Moment (Ft-Lbs) 634 Live Deflection (in) 0.016 Total Deflection (in) 0.017 PROJECT INFORMATION: OPERATOR INFORMATION: Budget Inn-2nd fir addition Donald Davis interior corridor loading-design/calc. SD Atelier-Architecture,L.L.C. 510 Broadway,Suite 33 Saratoga Springs,NY 12866 Phone.,518-587-3385 Fax :518-587-3385 don@sdatelier.com Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business TJI®,TJ-Beam® and Microllam® are registered trademarks of Trus Joist. e-I Joist-,Pro- and TJ-Prol are trademarks of Trus Joist. FrameWorks® and Performance Plus® are registered trademarks for Trus Joist. C:\Documents and Settings\Donald Davis\My Documents\misc\Budget-inn\new-2nd-flr-corridor.sms Tl_j TJ-Beam®620 Serial N"mbe� o Busi 11 718 TJi®560 @ 12 olc P�; EngineVerson6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED b 23, Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Office Bldgs-Offices(psf):40.0 Live at 100%duration,15.0 Dead,20.0 Partition SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.25" 457/400/0/857 A3:Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim BoardO 2 Microllam LVL beam 5.25" 4.00" 463/405/0/868 A3:Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® -CAUTION:Required bearing length(s)exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits.End supports, 31/2".Intermediate supports,31/2" with web stiffeners and 51/4"without web stiffeners. -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A&Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1000 1 DD0 2050 Passed(49%) Rt.end Span 1 under Concentrated loading Vertical Reaction(Ibs) 995 995 1396 Passed(71%) Bearing 1 under Concentrated loading Moment(Ft-Lbs) 4720 4720 9500 Passed(50%) MID Span 1 under Floor loading Live Load Defl(in) 0.356 0.748 Passed(L/756) MID Span 1 under Floor loading Total Load Defl(in) 0.668 1.122 Passed(L/403) MID Span 1 under Floor loading TJPro 45 35 Passed Span 1 -Deflection Criteria:STANDARD(LL U360,TL:U240). -Deflection analysis is based on composite action with single layer of 3/4"TJO Performance Plus®Panels(24"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'1"o1c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 3/4"TJO Performance Plus® Panels(24"Span Rating)decking. The controlling span is supported by beams. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value:2.9 FrameWorks®Floor System -For complete system requirements,see Trus Joist Framer's Pocket or FrameWorks®Floor System guides. Calculations are based on a system analysis;reduced performance occurs when system requirements are not followed. PROJECT iNF ON: OPERATOR INFORMATION: Donald Davis 1cks. SD Atelier-Architecture,L.L.C. 510 Broadway,Suite 33 Saratoga Springs,NY 12866 �► ' l «S Phone:518-587-3385 Q �� Fax :518-587-3385 don@sdatelier.com s p � J Copyright © 2005 by Trus Joist, a Weyerhaeuser Business TJI®,TJ-Beams and Microllam®are registered trademarks of Trus Joist. e-I Joist",Prb- and TJ-Pro" are trademarks of Trus Joist. FrameWorks® and Performance Plus® are registered trademarks for Trus Joist. C:\Documents and Settings\Donald Davis\My Documents\misc\Budget-inn\new-2nd-flr-room-suites.sms W -A yerhaeuser Businms Ti-Bearn®6.20 Serial Number:7005112417 11 7/8n TJI®660 @ 12" o/c AM pagan Enginnee Version: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. Operator Notes: New Second floor-suites/rooms loading PROJECT INFORMATION: OPERATOR INFORMATION: Budget Inn-2nd fir addition Donald Davis suites/rooms loading-design!calc. SD Atelier-Architecture,L.L.C. 510 Broadway,Suite 33 Saratoga Springs,NY 12866 Phone:518-587-3385 Fax :518-587-3385 don@sdatelier.com Copyright O 2005 by Trus Joist, a Weyerhaeuser Business TJI®,TJ-Beam® and Microllam® are registered trademarks of Trus Joist. e-I Joist-,Pro- and TJ-Prol are trademarks of Trus Joist. FrameWorks® and Performance Plus® are registered trademarks for Trus Joist. C:\Documents and Settings\Donald Davis\My Documents\misc\Budget-inn\new-2nd-flr-room-suites.sms TJ-6eartM�6.20Slj�ft Busine55 11 718'! TJI®560 @ 12" OMi AM P3 ng 20� E ; ion s: . THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 22' 5.25" ^ Max. Vertical Reaction Total (lbs) 857 868 Max. Vertical Reaction Live (lbs) 457 463 Selected Bearing Length (in) 2.25(W) 4.00(W) Max. Unbraced Length (in) 85 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 390 -390 Max Shear at Support (lbs) 393 -393 Member Reaction (lbs) 393 393 Support Reaction (lbs) 400 405 Moment (Ft-Lbs) 2203 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 835 -835 Max Shear at Support (lbs) 841 -841 Member Reaction (lbs) 841 841 Support Reaction (lbs) 857 868 Moment (Ft-Lbs) 4720 Live Deflection (in) 0.356 Total Deflection (in) 0.668 PROJECT INFORMATION: OPERATOR INFORMATION: Budget Inn-2nd fir addition Donald Davis suites/rooms loading-design/calc. SD Atelier-Architecture,L.L.C. 510 Broadway,Suite 33 Saratoga Springs,NY 12866 Phone:518-587-3385 Fax :518-587-3385 don@sdatelier.com Copyright © 2005 by Trus Joist, a Weyerhaeuser Business TJI6,TJ-Beam0D and Hicrollam® are registered trademarks of Trus Joist. e-I Joist—,Pro- and TJ-Pro" are trademarks of Trus Joist. Frameworks& and Performance Plus& are registered trademarks for Trus Joist. C:\Documents and Settings\Donald Davis\Hy Documents\misc\Budget-inn\new-2nd-fir-room-suites.sms n- TJ-8earti®6.20 Serial N-n,� oo`siiza'su 14" TJI@ 560 @ 12" o/c Pagel 11115rEngine00512::6.2 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.20.16 CONTROLS FOR THE APPLICATION AND LOADS LISTED in: b- 23'10" ` Product Diagram is Conceptual, LOADS: Analysis is for a Joist Member. Primary Load Group-Office Bldgs-Offices(psf):80.0 Live at 100%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length L1velDeadlUplift/Total 1 Plate on masonry wall 5.50" 4.25" 953/179/0 1 1132 A3:Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® 2 Plate on masonry wall 5.50" 4.26' 953/179/0/1132 A3:Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® -CAUTION:Required bearing length(s)exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits:End supports, 31/2".Intermediate supports,31/2" with web stiffeners and 5 1K'without web stiffeners. -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A&Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1096 -1089 2390 Passed(46%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 1096 1096 1725 Passed(64%) Bearing 2 under Floor loading Moment(Ft-Lbs) 6327 6327 11275 Passed(56%) MID Span 1 under Floor loading Live Load Defl(in) 0.561 0.577 Passed(U494) MID Span 1 under Floor loading Total Load Defl(in) 0.666 1.154 Passed(U416) MID Span 1 under Floor loading TJPro 51 35 Passed Span 1 -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Deflection analysis is based on composite action with single layer of 3/4"TJO Performance Plus®Panels(24"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 6'8"olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 3/4"TJ®Performance Plus® Panels(24"Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-5/8"Direct Applied Gypsum Ceiling. A structural analysis of the deck has not been performed by the program. Comparison Value:3.02 Frameworks®Floor System -For complete system requirements,see Trus Joist Framer's Pocket or FrameWorksO Floor System guides. Calculations are based on a system analysis;reduced performance occurs when system requirements are not followed. PROJECT INFORMATION: OPERATOR INFORMATION: Budget Inn- Donald Davis �c( D 1stf)r ) iA SD Atelier-Architecture,L.L.C. ►ae I 510 Broadway,Suite 33 Saratoga Springs,NY 12866 Phone:518-587-3385 Fax :518-587-3385 don@sdatelier.com •'Rhr„y �, ty Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist",Pro, and TJ-Pro are trademarks of Trus Joist. Frameworks® and Performance Plus® are registered trademarks for Trus Joist. C:\Documents and Settings\Donald Davis\My Documents\misc\Budget-inn\phase-one-infill-1st-flr-.sms n � _�- TJ-Beam®6.20 Serial Nunn 00 112 7� 14" TJ I@ 560 @ 12" O/C 2 nsr� T.12:1 P Page En 2 Engine Version:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The speck product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. Operator Notes: 1 st fir-loading at new infill Phase I PROJECT INFORMATION: OPERATOR INFORMATION: Budget Inn- Donald Davis 1 st flr.-loading at new infill SD Atelier-Architecture,L.L.C. Phase 1 510 Broadway,Suite 33 Saratoga Springs,NY 12866 Phone:518-587-3385 Fax :518-587-3385 don@sdatelier.com Copyright© 2005 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist",Pro" and TJ-Pro"' are trademarks of Tru5 Joist. Frameworks® and Performance Plus® are registered trademarks for Trus Joist. C:\Documents and Settings\Donald Davis\My Documents\misc\Budget-inn\phase-one-infill-1st-flr-.sms TJ-B ®6.20 Serial Nuc�770051 2417�eamBw 14" TJI@ 560 @ 12" olc User 2Page EngireVers 17:31 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 3 Engine Version:6.20.16 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 23' 1.00" ^ Max. Vertical Reaction Total (lbs) 1132 1132 Max. Vertical Reaction Live (lbs) 953 953 Selected Bearing Length (in) 4.25(W) 4.25(W) Max. Unbraced Length (in) 80 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 172 -172 Max Shear at Support (lbs) 173 -173 Member Reaction (lbs) 173 173 Support Reaction (lbs) 179 179 Moment (Ft-Lbs) 999 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 1089 -1089 Max Shear at Support (lbs) 1096 -1096 Member Reaction (lbs) 1096 1096 Support Reaction (lbs) 1132 1132 Moment (Ft-Lbs) 6327 Live Deflection (in) 0.561 Total Deflection (in) 0.666 PROJECT INFORMATION: OPERATOR INFORMATION: Budget Inn- Donald Davis 1 st flr.-loading at new infill SD Atelier-Architecture,L.L.C. Phase I 510 Broadway,Suite 33 Saratoga Springs,NY 12866 Phone:518-587-3385 Fax :518-587-3385 don@sdatelier.com Copyright © 2005 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist-,Pro" and TJ-Pro" are trademarks of Trus Joist. Frameworks® and Performance Pluse are registered trademarks for Trus Joist. C:\Documents and settings\Donald Davis\My Documents\misc\Budget-inn\phase-one-infill-1st-flr-.sms