The URL can be used to link to this page

CC-0228-2019 PRINCIPLE STRUCTURE Office Use Only y ' PERMIT APPLICATION Permit#: CC, —DZ211 2-0\1 Town ofQyeensbty Permit Fee: $ 742 Bay Road,Queensbury, NY 12804 *Rec. Fee: $ oS\Pr P: 518-761-8256 www.queensbury.net �� Invoice#: AVO..W IL"Project Location: k441— Tax Map #: 2- t.^ \-5° Subdivision Name: TOWN BD.RESOLUTION 86-2013:$850 recreation fee for new dwelling units: single family, duplexes/two-family, multiplefamily, apartments,condominiums, townhouses,and/or manufactured & modular homes, but not mobile homes. This is in addition to the permit fee(s). CONTACT INFORMATION: • Applicant: Name(s): LE i 2(it' 11 Mailing Address, C/S/Z: (vZ . r(�'�'2 `,L,t Pttt �-� Cell Phone: (Sc-t ) ?4 --22&-c-k Land Line: ( fr) 7' 2 ^ t3-) ( Email: • Primary Owner(s): CEillrg Mailing Address, C/S/Z: AP Cell Phone: ( ) Land Line: j Email: O u�1r�9' a& CCDg--S ❑ Check if all work will be performed by homeowner only • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): PALE- FZ /)t..rtit✓ X Contractor Trade: Mailing Address, C/S/Z: to2A 6c-ccr avati F/ t 5 FL; A)-' P- t 12 0 I Cell Phone: (S16s ) 2 -'-( Land Line: (5t ) -?et 2 -- t 1 Email: **List all additional contractors on the back of this form • Architect(s)/Enqineer(s): Business Name: pt (ij5k f,t-v� Contact Name(s): krW 4\E c- Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( Email: Contact Person for Building & Code Compliance: Cell Phone: ( ) Land Line: Email: Principle Structure Packet Revised February 2019 PROJECT INFORMATION: 1 TYPE: kommercial Residential WORK CLASS: Single-Family Two-Family Multi-Family(#of units ) Townhouse Business Office Retail Hotel/Motel Industrial/Warehouse Garage(#of cars ) kOther(describe .?---tszit'Attii1Y1 STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 1ST floor: 4 1ST floor: 2nd floor: '3 2nd floor: 3rd floor: Total square feet: Basement(habitable space): Total square feet: a55,12 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ `"C DO f tW O. 47) 2. Proposed use of the building: ' 9 L�'Z '- 3. If Commercial or Industrial, indicate the name of the business: 4. Source of Heat: Gas Oil 3r-Opa—n-e Solar Other: (Fireplaces need a separate Fuel Burning Appliances &Chimney Application, one per appliance) 5. Are there any structures not shown on the plot plan? YES NO Explain: 6. Are there any easements on the property? YES g) 7. SITE INFORMATION: a. What is the dimensions or a eage of the parcel? 10 b. Is this a corner lot? YES NO c. Will the grade be changed as a result of the constr 2 AO NO d. What is the water source? PUBLIC PRIVAT WELL e. Is the parcel on SEWER or a PRIVATE SEPTIC system? eel 1 Principle Structure Packet Revised February 2019 .0 4, DECLARATION: I. !acknowledge that no construction shall commence prior to issuance of a valid building permit and work will be completed within a 12 month period. 2. If the work is not completed by the 1year expiration date the permit may be renewed, subject to fees and department approva I. 3. I certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. I understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: • SIGNATURE: DATE: If— /9-19 Princinle Structure Packet Revised February 2019 CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 William Street, Ballston Lake,New York 12019 IE (j v Phone: (518) 399-1848 Fax: (518)399-1913 D MAY 0 8112019 May 3, 2019 TOWN OF QUEENSBURY BUILDING & CODES TOWN OF QUEENSBURY BUILDING DEPARTMENT 742 Bay Road Queensbury, New York 12804 FILE COPY Att'n: Building Code Enforcement Officials Re: SHAKE, RATTLE & ROLL: CORNER 149 @ 9-L, QUEENSBURY, NEW YORK Construction Materials Inspection and Testing Services Greetings, Per the request, Mr. Dale Baldwin, Dale Baldwin Mason Contractor, we are pleased to inform you CONSTRUCTION TECHNOLOGY has been retained to provide the construction materials inspection and testing services required of the referenced projects including but not limited to: Soil compaction, concrete reinforcing, portland cement concrete and structural framing inspection and testing. As such, we would like a moment to introduce our organization. CONSTRUCTION TECHNOLOGY is the construction materials inspection division of Product Development & Technical Services, Inc. Since our 1984 incorporation in New York State, we have been devoted to providing the highest standards of on time field inspection, testing and laboratory support to the construction industry. Our desire is a QC/QA involvement with projects committed to timely completion while satisfying the quality controls and assurances necessary to support today's strict design criteria. All too often materials inspections are viewed as a necessary evil or a requirement to be overlooked. Many times the laboratory brings this attitude on itself because of less than fully qualified personnel, tardy response time or uncompromising attitudes of technicians. Given the opportunity, we are confident we can provide the services that reflect our strong desire to be an asset to the construction process. Our facility and field technical force is supported by state of the art test equipment, including nuclear soil/asphalt density test equipment, automatic soil moisture/density (Proctor) apparatus, temperature/humidity controlled curing environments for concrete specimens, and all other necessary equipment to satisfy the requirements of the American Society for Testing and Materials (ASTM) standards C-1077 and E-329 as they relate to a commercial inspection agency. CONSTRUCTION TECHNOLOGY has submitted to outside auditing by having our personnel, equipment, facility and quality assurance plan evaluated by the Cement and Concrete Reference Laboratory (CCRL) of the National Standards Institute. A copy of the CCRL/NSI audit and finding is available upon request. May 3, 2019 TOWN OF QUEENSBURY BUILDING DEPARTMENT Re: SHAKE, RATTLE & ROLL: CORNER 149 @ 9-L,QUEENSBURY, NEW YORK Our staff ranges from consultant Professional Engineers, hydrologists and geologists to field technicians and materials inspectors with technical backgrounds of educational degrees and/or substantiated experience in a construction oriented discipline. Field inspectors also possess a combination of the following certifications: * Certification at various levels (AET-I through SET-IV) by the National Institute for Certification in the Engineering Technologies (NICET). * American Concrete Institute(ACI) Grade I Concrete Inspector. * American Concrete Institute(ACI) Certified Concrete Construction Special Inspector. * North East Transportation Training & Certification Program (NETTCP). Certified Soil and Aggregate Inspector * Troxler Nuclear Gauge Training Program for Radiation Safety Officers and Field Operators. * NYSDoT Certified Asphalt Density Inspector. * J&L Testing, Inc. Certification Program for Sanitary Landfill Inspectors. * J&L Testing, Inc. Certification Program for Quality Control and Inspection of Geosynthetic Systems for Use in Solid and Hazardous Waste Disposal Facilities. In addition to particular qualifications, field inspectors are familiar with all phases of construction materials testing and inspection including soils, concrete, reinforcement, masonry, structural steel, fireproofing and roof installation. This generally alleviates the need and expense of employing more than one inspector on a particular project. CONSTRUCTION TECHNOLOGY currently has the capabilities to provide inspection and testing services relating to many construction concerns including but not limited to: subsurface drilling and investigation, soils placement and compaction, foundation design recommendations, portland cement concrete, unit masonry, mortars, grouts, bituminous concrete, structural steel and fireproofing, as well as all associated laboratory services. In general, all forms of materials testing and inspection services, as they relate to the construction industry, may be obtained through CONSTRUCTION TECHNOLOGY. We appreciate your interest in our firm and our line of work. We look forward to completing the construction materials inspection, testing and laboratory requirements for: DALE BALDWIN MASON CONTRACTOR. If there are any questions, or when we may be of assistance, please contact this office immediately. Respectfully, CONSTRUCTION TECHNOLOGY Tom Joslin, S.E.T., (NICET) Manager Technical Services . • .. ,. .. ATI •;.##. Sustainable Solutions for FIREUUFc HHVAC ORONc Solely Th.cing Seviivns_ Efficient Environments Tosanc agalancng &inspe ina Mechanical Testing Eoc.,70 Lake Ave,Saratoga Springs.NY 12866 p 518-450-7292 f 518.450.7285 ESTIMATE/QUOTE FOR Rya TESTING&BALANCE <' ;."o Al)Bidders Aato::;'.::,'a; - ;Proj l. Shake Rattle&Roll ''P•)at►s;date'd :., _', • 'M*e`ss Queensbury,NY Adderitlt rrli:;`' - ';Bid,Dbte'. May 14,2019 �'.SpeeSet; to1. '';':`.' - BASE BID ESTIMATE Air Balance- _ $2,300.00 FILE ®PY r Blower Door Testing- $1,500.00 • Total- 3-3,800.00 inclusions: 1) Test,adjust and balance of the I IVAC systems as shown on the above referenced plans and specifications. Repeated call backs due to design or installation deficiencies will be billed on a per hour basis as an additional cost to our base bid price. • 2) Mfl will provide electronic copies of our submittals,procedures and final report if a hard copy is required MTI will provide one copy only. 3) AABC National Guaranty. 4) • This proposal is based on working the following weekday hours(7:00am-3:30pm) Exclusions: 1) Additional insurance not included in our current policy. Bid and performance bonds. TAB report signed by Professional Engineer. 2) Scaffolding or man-lifts required for work beyond the reach of an 8'(adder, 3) Shift or overtime work required to complete work due to delays in construction through no fault of MTI. 4) Unless specifically noted above in the base estimate,the following items are excluded; Equipment start-up or commissioning;pipe pressure or fire protection testing;domestic hot water;sheave/belt . changes;motor changes;duct leak testing;sound tests;vibration tests;pre-demo measurements;IAQ tests;ASHRAE 110 Fume Hood Tests;installation of volume dampers and/or balancing valves on hydronic systems;Hydrostatic pipe tests;installation/replacement of filters;HEPA filter testing;Dynamic Coll Testing;Steam system testing;refrigerant • testing m ;boiler combustion tests;and chiller/cooling tower uerforanre tas T•��++^.�'.'•^T~""- "---. -"..� alarm testily; 5/14/2019 Estimate#10260 • HEATING el COOLING, INC. Estimate 10260 47 Main St • Queensbury,NY 12804 518 9551051 support®slmonshvacny.com • �Customer -----------.._..._....__._..._-----,_._..�.:..__.,..�_�...,. I I Service Location - ' Dale Baldwin 621 ButtermIlk Falls Road 621 Buttermilk Falls Road Fort Ann,NY 12871 Fort Ann, NY 12871 5187962284 5187921371 • . • I Item(s) Qty Name Description Rate Amount fTax Approved' • 1 heating I installation of two lennox el196E 45k btu furnaces paired with two lennox I$34,708.00!$34,708.00 NON Yes and '14acx 3.5 ton a/c cooling systems for the heating and cooling needs in the : f i cooling restaurant dining area.These two systems will have a total output of 90,000 system btu's for heating and 7 tons of cooling.This setup will match the heat load for dining!needed for winter and the cooling load for summer when occupied with up to i f area 60 people.We'will install both furnaces side by side in the mechanical room in the basement and run both supply and return ductwork hanging from j ceiling in basement.We will be installing supply grills that will be era correct I ; li in style along the seating area as we discussed.Floor supply's will also be nstalled in the men's.and woman's bathroom.returns will pull from wall, f There will be a dedicated thermostat for each furnace which we can locate in I • i { I the hall by bathrooms.We can install clear lock boxes over the thermostats if I I you prefer.We will be installing sensors in the dining area to get a reading f l on the room to make sure the temp is factored in.We will provide all the gas piping and electrical for our systems to run as well.This price includes all ( I labor and material fora complete install. 1 Lennox 2 Installation of a Lennox 2 head mini split heat pump.This is a 12k BTU head $8,195.00 j $8,195.00 NON Yes head • 'and 24K BTU head system and is rated at 24.5 seer in efficiency.This system j mini split limit efficiently cool and heat the space down to-20 degrees.We will install ' I heat (the 12K BTU head in the Ice cream parlor.We will install a 24k BTU head in pump i the kitchen.This will provide an even feel of comfort in those rooms.It is also zoned,each head has its own remote so you can have different temperatures between two heads.We will install the outdoor unit on the side i of the building where we discussed using a wall mount bracket.We will run power to the outdoor unit from your panel box.We will run refrigerant line from heads to outdoor unit as well as control wire and condensate line.All exposed lines will be covered in a brown or white slim duct for protection i 1 and a clean look.This price includes all labor and material for a complete install. 1 Lennox Installtion of a Lennox single zone 24K BTU heat pump mini split ductless $4,228.00 $4,228.00 NON Yes Single unit.This Includes a wall mount bracket on the side of the building and all Ill Head 'labor and other material needed for a full installation.We will place the 24K BTU head in the office/storage space that is above the kitchen.We will run refrigerant and communication lines from the head to the outdoor unit.All Iexposed lines will be covered in a brown or white paint-able slim-duct that j • I will protect the lines and give a clean look.This unit will produces heat until around a-22 degrees outdoor temp. i I 1 Rough f Rough in plumbing for all kitchen sinks/ice cream parlor sink,and men's plus I $5,600.00 $5,600.00 NON Yes 1 plumbing 4 woman's bathroom.We will be running all hot and cold water lines in pex 1 hops://securel..mhelpdesk.com/pdf/Modules/15cket/EsIlmate_Print.aspx?mhd_enc=LM03FLI3rOjb7BH20NpauRj4872c3bRas2PcmUYNuKtg66tW9G.-- 1.12 5/14/2019 Estimate#10260 and all septic waste line in sch40 pvc.Waste lines and water lines will be i i, l i stubbed up in the floor for locations of sinks and toilets.This quote does not 1 I include the fixtures or Installation of them.i can provide a quote for that if needed. 1 Rinnai tankless water heater,95%efficient,Price includes installation,and $3,500.00 $3,500.00 NON 1 Yes 1 95% l all materials needed for job.This tankiess water heater will provide hot water Tankless for the Kitchen,Mens,and Womens bathrooms.We will be installing an water inline water filter before the unit to protect the equipment from sediment from heat the well. 1€Slmons Simons heating and cooling warranties all aspects of install for 1 year.If an $0.00 $0.00 NON[Yes 'warranty annual maintenance contract Is signed and we perform the annual service s k Iwe will extend the warranty a only to 2 years on labor. 1 fFresh air flristallation of an inline ducted belt driven fresh air make up fan that brings In $2,826.00 $2,826.00 NON�Yes imakeup up to 1600 cfrrt when your variable speed kitchen range hood comes on. , I fan for Range hood max cfm is 2005.S&P inline fan will be mounted on outside kitchen wall and will be hung with unistrut.We will be installing a relay to activate the i i range fan when the kitchen range hood kicks on.Fan will be ducted to outside to 'hood, bring in fresh air.Allier rack is built in to keep out outside contaminates_This I 1 is a complete install with all electrical labor and material for the job. Subtotal $59,057.00 Tax $0.00 Total $59,057.00 INavies -_�_,,._-�__....�.,...�--�----��-_r___...,...,._,—•----------.� .�w,�..�,.,.._.�------------------.._.._...�.w..�.,.......—..`.-----,.....r.�.,,,�_.� Terms ---------- ----------- i • Signature Date Click HERE to s e pur reviews! Find us an m Facebook • hops;//securel.mhalpdesk.com/pdf/ModulesRcket/Estimate_Print.aspx?mhd_en�LMO3FLDrt7jb7t31i2UWfXZuRj4872c3bRas2PcmUYHuKtg06tW9C,.._ 212 • HAANEN ENGINEERING Job No \Co Sheet No. 1 of k Subject: 9-1F f3..ocied-e.1 cka-f Z f-2c--J L & evil )Ce.OsA u as v'� By I�t)� Date ar I to 1 ty L-0cA rcic -kins (eu. N ysac TOWN OF QUEENSBUR%CC 9-►0) BUILDING DEPARTMENT Based on our limited examination,compliance with our comments shall not be construed as indicating the plans and specifications are in D Q d � on �dOF ps� full compliance with the Building Codes of New York State. `\ Louo n >o F 2 a "S p CTtt 6.e- 4 - ( J P.5 c£ 3 ~ 1 0) 3) Srvm LQQ.,1 on Roof ys do -- 2.01 0 I c L 4 - 0) w v,vrtA Sn uw .ko A- psi= o et Fo-.cku� Cis = l .o �►-',,, TA I .'s Z.2 ( sc - FILE G° m t.j Fcro- �,, k. - 2. Snow &x po s wre Fiat {-by- ( Cej 2 ' a (7a..b e. 2.) A-s t -; 9 SrtoW 11)eY1mw �U�I C C Tc.tbIC 3 ; i c€4—to) FL -- P-00f Selo Lou Pp ° `< to . C' . s, lECEOV 1 JUN072019 U r3 of„.(Co, ti � 35psF oQ riF, TOWN OF QUEENSBURY * + • BUILDING&CODES optcl 7Po 5Ytow► G n W.A.' r ,g . �1 ..61241 g47. pip iNief tilt INA 1 A or o V�yG' '3 C s l c PC (3.6U e 6(511 1- (2,5 °\f.t:Cr, !!d p}f. &a= e,rjr J o p /aUF 5lo e. �C — 0224?)- 7,0 lc\ 254 Bay Rd - Queensbury,NY 12804- Phone:518-793-7444- Fax:518-793-7061 HAANEN ENGINEERING Job No l6c' Sheet No. 2 of `.6 Subject: RH/4— Prsscic1 -s 5.hue . 1� - (L.-0-AL & 4Z.0 12as lrett�n� By f u'- Date 65-1 36I tct 10µ� L�.- r,�.kv�Dnj c ( - ATV S ESC + Foy !° ( 2- 5 to FC, a . 2, Psi : 0,6 dosf- Cs2 �,, 5 . 1 2 f l me — ff �S esy d,frS`x 3� _ u C'J{= Puy u ob5)1N-Lk4 S-4ippy-3 S d 9 ti-14) :fib r .Awvev\,h'EJe ( Uw 7. 2 u Par Ve , No Ps- Loiloat4vvect Lou.ct iet ore��cJ�c,r�c1 rvs- $la J 2 slope_ �' % 12. LA,, .! Roof' ) 1(4r> wk - o_ 13 1: 5 -r- (y - . )3 X Smr4P 4- 14 z 2.0-r-, F 1'1 sops 4, f ► , c l c.evy le-$c"( vvt f ro v°1 .1i2 0 P b I uy,i1c.¢.cl fie °T17 V 11)� ,. .G 0 , 2. hu I •c 254 Bay Rd - Queensbury, NY 12804- Phone:518-793-7444- Fax:518-793-7061 r HAANEN ENGINEERING Job No 6 r, 1 Sheet No. of \`� Subject: fgkik A SSo ckt-e.s , By J Date c5116{ l9 Lao,_ C0-LsJ kiun 1 sCL --(a Pot fi3c) rQY s�, \r-k rn t 0V CYns `7'et_ oe roue• 114 P4- ; (..) 2 4 op4- \-t t vt c e. Pa - ha( . r • 5 h--- >e 20 • s pc = 5 I. 2 S 04 i -s ct h0),r 8 wrrr' LE (Teel. (LoaF- �11*►•. �.s�etA, C4Lwl.G,A-I1)Ol _r C Pt S C -t() 1 � 5 4 = c. -� fm c -Lrc L- ham,i fb V-tettpk; 1.3 � �.�� 1CA. s o- E-S- ( ifk)gpi`Ph12 C PziY Ckze) I u 254 Bay Rd - Queensbury,NY 12804- Phone:518-793-7444- Fax:518-793-7061 HAANEN ENGINEERING Job No t 60 Sheet No. of t`6 Subject: ,- Ii-s so c ice?c By Date ocl ( c,A-64 vIA , 61-1 4- t� t•: Y s t3c) vnw\ 0 6Sz^,ry ovt ' �r.�'h erri)"S rtee.r,-e v3i 4 6* 4 61-PP he EY,c S-e ok b,‘1�1\- I 1 Y\(2) Uc1j C LLpk-r So t3p ki( £ .--(v tip!�� tlCZS O' '1-C (--.ovbl"7vh "!, i c10. \ et t1t pay-+ - S 1\10k i Pt?A ek_prro ekt �t PGSY 0 \ 1v� ( �u v..ak LJ u i 1-c 1 'De s t y v, tN\"Ick ipTe4 kk P . `9 A ' K Zf Ng-.3 0 3i C" -- A ()LA 1,-L))1-0-.. •► — !-r�F �'"`e �s e� l-c ty�r�t & !;�x75 atic Lt)VvervC., Cc — 4u y. 0 pre , le)cry,'2aN1ui 1ity U. i..! h IA)t1 t[.In g v Y'b1a, ,t @ r 04' .1 VV°k t e-9 5,' 1.vt 47. s 1p E.u ne yc z.4 Jmk-,.a ell rv,e 1 )( _ P4- 0 . x 2 c r-+ ►�E� T tl ctva c eta. 6 pi- p r`eel 4r PLik VV g ?))()Ps , 254 Bay Rd - Queensbury, NY 12804- Phone:518-793-7444- Fax:518-793-7061 MIHAANEN ENGINEERING Job No \6° —v Sheet No. 5 of 1ct Subject: 1 P- Pr% o c<o -t.1 5 k a.Ve Ri-4-i--le & It.._.3-1 Ye_3 ku tkru By ifrl,5 GC Date 0 5 J 36 I (q La�� C s4-1w tih t CH C 4 .---(a N °Y5/3Gi) d ' AY)" 10 a ,1, Li ® Z > u :n,-Zone - I 6 P.1 % 6 Ft- 12� yvc,P 3f /4 2 02 `:. i;zA vl- 1 ( 5-, ) — 02_ 2• G ' Zs n e - 2,- Pirck % ap4-- x ter-i- Gf3 F L5 't 741" 3 a-Yeal f,:*••• i'10#-,e 2.p;- Cr, +� 4 .- (c p4 7(.0-p4 . nC -1 r)so, 3t, o 9, - 2 Z Psf ' t-1-- 'Q - t0 I2-- pep Cf) Z ort - / Pyl e J 3 0 „,. oz -. - 21 ips P L 1 i SPwc' m e) tcvi-esF 19,-,a 56 y b2 e{. pa- L �'0C.k is & 42.S. brf ?y,e 4 ., 9 - 11/1 p,)� ( - ) Q -) 254 Bay Rd - Queensbury, NY 12804- Phone:518-793-7444- Fax:518-793-7061 Fla HAANEN ENGINEERING Job No LC° Sheet No. 6 of V`‘ Subject: !BHP- Pr no ro`vi-ei By Date o S 13 `51 LO u ck. C.01 u•kka.blre's (-) 12v, 36 _ &mot - S- 020 es� � ,�� o _ — . ? r3c, C+) C. ) ent C L r1,0_ ,3es ey,c_t . 30 r, Ric (Pr) F1' oN T to }ZEA 12 t"LR E t, t.aN W P Aw L.0 pst= X x IG FE t 200 i. r 5ft r t2 Ff_7-a- E42-6 A Crdfq.- x VS (-4-j 2 S; C . ''n3 1 .2 k"'rs ff 6Ic1110). dm,„ pre330,t u-rodtilt 5 & N o Fs 254 Bay Rd - Queensbury,NY 12804- Phone:518-793-7444- Fax:518-793-7061 HAANEN ENGINEERING Job No led Sheet No. of \ Subject: -H R- i S caci ) Sl�c k t_ 9-u r-(L. , e-ok P.e.1 BY �r ,� Date 0ri301E9 L6) L ee4- 'g.(e cn� - '}�iyo� '� ( �t5 %A-, Sur P� S ��r-d, (-19J w f 2"b PS F x 2 2 k- x 12 H-x �- 2,10>P x 24 4- x lc P) 26 P� 123. + 3. 4 + i- - o26.a k,`p> 254 Bay Rd - Queensbury, NY 12804- Phone:518-793-7444- Fax:518-793-7061 HAANEN ENGINEERING Job No \ 6 0 Sheet No. of `4 Subject: Pt A- Ai N o S1‘... (c (.n a kj p?- ,1 By r`S Date a513011 _(suc C.cas,_cwb),Nt , s3 gel-5 �� A C cu., .=,0-(0 ( 4--to , fvKs(c) S 1-� cA.ck sc i EC '--c = b1 O(-M��rs. = 4J a = 1. 6 B� �= 2_. U S-e 1 Sm � c f J�s '�Yl IPu'yL+Y eol v-A gs U. 2�! `"c. S = f!,0 V:5 � 0 en C C A.pu Zf,c1/41 .a�rri1 tis►�,i�c ae col-t-$ A. V3 peYh{ySte_ 16 d3 , c & (t) {613 ) Use at u vca 14 j_ pry r e a 4-0 254 Bay Rd - Queensbury, NY 12804- Phone:518-793-7444- Fax:518-793-7061 MBHAANEN ENGINEERING Job No 1.60 Sheet No. g of 1`l� Subject: ! /'4 Y- t- J So c i�f_ n c it-a- G-f [�e ✓tL U`e-N (.4 A-op.E- By 'k S 4` Date 0 S 3 a 1 i ci L c,... k Cc. -cYLc.. \,=,,i Del tciY\ hg-v s 1.‘eity (W) :: C� • W Wkr_ C3 .? a)s .UJkef-Yt-) Shs . 0 3 le e 2, 0 Prr' did - Pry ,o, r , 1 ) f : G . 3 9 0- IS s'e.i5v'N-,ic. r2)R.z [i1i 14uJ' k- Cw ) t RI'Qc Y PGP ePcs,J. Loaci 4- 0 . 2 ' (it4 e x Ps) -' KW./ 'r) Liu & SZ.�4-2 �.o.,a `-4-ese. 1/-1.04A Pe-0 t L t as 25 F I Pa- P t 4 P 4- '!A ci'wt - a F Q__xc. s , ', ci. C , >et lmre ;1 � L6t-tt., 2 0 %. or 301l 254 Bay Rd - Queensbury, NY 12804- Phone:518-793-7444- Fax:518-793-7061 EniHAANEN ENGINEERING Job No cs 4-0 Sheet No. 10 of C( Subject: 2-1i4- S oc0-J—e t S11 P-t341-1 R hA -> By 1115 Crt' Date 5 \k9 Lc ,k_ co 64.e ( 4J (2-YP4- x 2--s5P+) t. (in+ Cc(--) vt) 2,1..to* ,e 2. t,e0 s-c-F- cro -A- (2.0 1. ) (2,ta ,c Look) 6tiov + 5 Co + u 4- 3 2- . 3901- P).-2- S Li coo Pt Pt prxrd cry‘ are-eit4 d t.txrv- (.3 (-4-- 16 Fru r 4- a et a A S x r-4 C'- ‘6r + (t2-P4- ,c t C2--c5Pk- 5, o_Pt) tro- -t- r2-P4- A-) (.2_, C5 P4--) -v- (2,0 2), •2 (lc `re' "A- q- o ) -2 -7t o 4 53 ,Suo au pi-- 254 Bay Rd - Queensbury, NY 12804- Phone:518-793-7444- Fax:518-793-7061 HAANEN ENGINEERING Job No Gc"ro Sheet No. l of Subject: s u ) x.. mod! ikepz,a r va- By 5V Date 65)3°11`3 1 10- A_ 1J o`Ur +1‘. + : 4 5 -l- 1 5 -i- 1 2 t sg, 26 s� 'c ' f TQ get :1,-,,c w t13- Y. ao p4. 2-_ 1 s-ese x 1 0' A-J :1 t EI SPs P x 54o° P42j 4 tLP X 40.0 P+�j 255 jo -+ ° L.0-)0oo ,� c,u 51 + z140ao1 �S s . L7. 1 J x 6 0 �i 2 2_,S' . 3 k,'ru. \IY1 �q Vf w ecs r 2 S 3 .a B 2 CS- ki°10 eedch i%w 254 Bay Rd - Queensbury, NY 12804- Phone:518-793-7444- Fax:518-793-7061 Fauma HAANEN ENGINEERING Job No 1 Sheet No. \'1- of i Subject: frt.f- A-5 S 0 ct‘e--p t 5 h alt t, A-4ft g jj. 'ku 1 u ., By ram' Date 0 CI 03)(1 t.ss 1�. C, �'�) �.� 6‘rM i t � ► a ( �, ( � S"i h ce, eu.)e s•kr- }v a 6dl )ja. i s er--e_c±F-r 1,-144 ,1/elQr V JtAt �e ISn1,`C L� C 9 ieYtc-Q) e e% 254 Bay Rd - Queensbury, NY 12804- Phone:518-793-7444- Fax:518-793-7061 HAANEN ENGINEERING Job No \ Sheet No. \3-of 1- Subject: R11 ic) 133,so Sk&I't 44-,14 tt- AO(By Date Date 0 6 16 3)/i) fxrrfrw-n c ke-c I— 4 cs)1,1-1 0-1k:Ivt CVLe-CkJ4Uzr 3; ;s 5A-r-i-ef; A—InseA 'L L 3 t • V 4.. 2.>" 3.0;4 0.Ar a' ( C. 51r0q1,10- \12 PC •)-LI 441e c4,14z.t(lied 42 k cji )2 c seas, ?)--. 1" 7 g A Per ?e € J( Jv 3c- cAtrke( s `v.-43 vovice-u3 eleui Aro 011 et '114 411 V44 t •vi i.e( D-e siyvi „ti vf, p$P ° /ovi ~ A - Pe) cl Li - e lAt (I‘ 17-4 11-te 2.x 6-) g "0, c V 14c...-AA0 ePtiJe-c4 14/1- sR1) H c.ekc 6) o c, a tic 254 Bay Rd - Queensbury,NY 12804- Phone:518-793-7444- Fax:518-793-7061 HAANEN ENGINEERING Job No 1 b w Sheet No. of Subject: N A N G c,‘6kire S)1 c ) } -41'j e a )2esIuk,w yvt By f'l S ty Date o 6 10A J 19 Lour, ( c --(o-f,'u ' s (Pt.,2 iV�s c Pr�cf .(d) /t�( L tP )34-0. art' Yee? 1.6•4 ! w ecAvl <, 161 - 01 ' ) 01 4-, LA. cc-() I SP, r L 1e r3P. Pc-5 c 1 L e d..2 go r)P -uv �7+s : l l 't y r ' UOL psP % S"-P -► 0•Vt. M a f •grb x 6opa-) ;4- tte CLk "ll (0- a -L C2) I5'Z a' x i tiZ`/ �' 1 L7'b w�v1 0Vt CS t e gfi t-a 01e4 V L `'e?t�1 a 1a1 e,) Ss 5 1c,• r 4- h 02-7 19/4 `{ `/i'' cad„„6, Lb1. ot,t ,ak...4,1k e. 1, 254 Bay Rd - Queensbury, NY 12804- Phone:518-793-7444- Fax:518-793-7061 • HEHAANEN ENGINEERING Job No \ Sheet No. k of c6 Subject: p H 4- 11—s 1,1s,‘t, By f‘ 'et Date t616 3 It`'N fro 9-e k.VIz.41t, c-C, Okoi-41 Ary I, (1,3 0Jr-c_ct ti-x; t, ft .17 )c 1 6 C4 ; A 01.6474 j v.)• ex./0 i e • IA ce- VS 113 I. 2-60(3 V)s . R56h1"-*6 Z.E3 ^re-4,4 2- 2-- 2-bP- . , tr;4%- ,2‘, ,2'-‘" Poy— 0.4 (%).4`.41,101.5 s rYt,x PAbo Ve,4 254 Bay Rd - Queensbury, NY 12804- Phone:518-793-7444- Fax:518-793-7061 4- SOUTHERN PINE SPAN TABLES Maximum spans given in feet and inches fisfde to inside of bearings TABLE 1 FLOOR JOISTS-30 PSF LIVE LOAD, 10 PSF DEAD LOAD, 360 DEFLECTION Size Spacing Grade inches inches Visually Graded Machine Stress Rated(MSR) Machine Evaluated Lumber(MEL) on center DSS No.1 Nei No.3 24001-2.0E 16501-1.5E 15001-1.6E M-14(1884-1.7) N-i!(1551-1.7) r 1i(18cc 1A 12.0 12-6 11-10 11-3 9-2 12-9 11-7 11-10 12-0 12-0 11-10 2x6 16.0 11-4 10-9 10-3 7-11 11-7 10-6 10-9 10-11 10-11 10-9 19.2 10-8 10-1 9-6 7-3 10-10 9-10 10-1 10-4 10-4 10-1 24.0 9-11 9-4 8-6 6-5 10-1 9-2 9-4 9-7 9-7 9-4 120 r 16-6 15-7 14-11 11-6 16-9 15-3 15-7 15-10 15-10 15-7 2x8 16.0 15-0 14-2 13-3 10-0 15-3 13-10 14-2 14-5 14-5 14-2 19.2 14-1 13-4 12-1 9-1 14-4 13-0 13-4 13-7 13-7 13-4 24.0 13-1 12-4 10-10 8-2 13-4 12-1 12-4 12-7 12-7 12-4 120 21-0 19-10 18-1 13-11 21-5 19-5 19-10 20-3 20-3 19-10 2x10 16.0 19-1 18-0 15-8 12-1 19-5 17-8 18-0 18-5 18-5 18-0 19.2 18-0 16-5 14-4 11-0 18-3 16-7 17-0 17-4 17-4 17-0 24.0 16-8 14-8 12-10 9-10 17-0 15-5 15-9 16-1 16-1 15-9 12.0 25-7 24-2 21-4 16-6 26-0 23-7 24-2 24-8 24-8 24-2 2x12 16.0 23-3 21-4 18-6 14-4 23-7 21-6 21-11 22-5 22-5 21-11 19.2 21-10 19-6 16-10 13-1 22-3 20-2 20-8 21-1 21-1 20-8 24.0 20-3 17-5 15-1 11-8 20-8 18-9 19-2 19-7 19-7 19-2 The spans In these tables were determined on the same basis as the code-recognized Span Tables for Joists&Rafters and Wood Structural Design Data,both published by the American Wood Council;concentrated loads and uplift loads caused by wind were not considered.See Using These Tables and Design Assumptions for additional information.Applied loads are given in pounds per square foot(psi).Deflection is limited to the span in inches divided by 360,240 or 180 and is based on live load only. The load duration factor,CD,is 1.0 unless shown as 1.15 for snow or 1.25 for construction loads.Listed spans are for dry-service conditions unless the table is labeled as Wet-Service.Check sources of supply for available grades and sizes,and for lumber longer than 20 feet;an asterisk(*)indicates the listed span has been limited to 26'-0" based on availability. Reference design values for Southern Pine lumber are published by the Southern Pine Inspection Bureau after approval by the Board of Review of the American Lumber Standard Committee.Reference design values are based on normal load duration under the moisture service conditions specified. Because the strength of wood varies with conditions under which it is used,design values should only be applied in conjunction with appropriate design and service recommendations from the National Design Specification(NDS(1°)for Wood Construction published by the American Wood Council. The Southern Forest Products Association(SFPA)does not test lumber or establish design values.Accordingly,neither SFPA,nor its members,warrant that the design values and adjustment factors on which the span tables are based are correct,and disclaim responsibility for injury or damage resulting from the use of such span tables. The conditions under which lumber is used in construction may vary widely,as does the quality of workmanship.Neither SFPA,nor its members,have knowledge of the quality of the materials,workmanship or construction methods used on any construction project,and,accordingly,do not warrant the technical data,design or performance of the lumber in completed structures. NEW�E DESIGN 2013 MAXIMUM SPANS: SOUTHERN PINE JOISTS&RAFTERS VALUES Edition SOUTHERN FOREST PRODUCTS ASSOCIATION Copyright©2013.Southern Forest Products Association.All rights reserved. inches SOUTHERN PINE SPAN TABLES Maximum ValInside ls givento ininside of TABLE 9 FLOOR JOISTS—80 PSF LIVE LOAD, 10 PSF DEAD LOAD, 360 DEFLECTION Size Spacing Grade inches inches Visually Graded Machine Stress Rated(MSR) Machine Evaluated Lumber(MEL) on center DSS No.1 No.2 No.3 2400f-2.0E 1650f-1.5E 1500f-1.5E N-14(1800-1.3) M31(15$1.7) 14-12 n6M-1.i) 120 9-0 8-6 8-0 6-1 9-2 8-4 8-6 8-8 8-8 8-6 2X6 16A 8-2 7-9 6-11 5-3 8-4 7-7 7-9 7-11 7-11 7-9 19.2 7-8 7-3 6-4 4-10 7-10 7-1 7-3 7-5 7-5 7-3 24.0 7-2 6-7 5-8 4-4 111211.1133111Erl 6-11 6-11 6-9 120 11-11 11-3 10-2 7-8 12-1 11-0 11-3 11-5 11-5 11-3 2x8 16.0 10-10 10-2 8-10 6-8 11-0 10-0 10-2 10-5 10-5 10-2 1922 10-2 9-4 8-1 6-1 10-4 9-5 9-7 9-9 9-9 9-7 24A 9-5 8-4 7-2 5-5 , 9-1 9-1 8-11 120 15-2 13-10 12-1 110211 15-5 14-0 14-4 14-7 14-7 14-4 2x10 16A) 13-9 12-0 10-5 8-1 14-0 12-9 13-0 13-3 13-3 13-0 192 12-11 10-11 9-7 7-4 13-2 12-0 12-3 12-6 12-6 12-3 24.0 12-0 9-9 8-6 6-7 RPIMEM = 11-7 11-7 11-4 12.0 ZEMINEMMIEM 11-0 - 18-9 17-0 17-5 17-9 17-9 17-5 2x12 160 16-9 14-3 12-4 9-6 17-0 15-6 15-10 16-2 16-2 15-10 19.2 15-9 13-0 11-3 8-8 16-0 14-7 14-11 15-2 15-2 14-11 24.0 14-8 11-7 10-1 7-9 14-11 13-6 13-10 14-1 14-1 13-10 The spans in these tables were determined on the same basis as the code-recognized Span Tables for Joists&Rafters and Wood Structural Design Data,both published by the American Wood Council;concentrated loads and uplift loads caused by wind were not considered.See Using These Tables and Design Assumptions for additional information.Applied loads are given in pounds per square foot(psf).Deflection Is limited to the span in inches divided by 360,240 or 180 and Is based on live load only. The load duration factor,CD,is 1.0 unless shown as 1.15 for snow or 1.25 for construction loads.Listed spans are for dry-service conditions unless the table is labeled as Wet-Service.Check sources of supply for available grades and sizes,and for lumber longer than 20 feet;an asterisk(*)indicates the listed span has been limited to 26'-0" based on availability. Reference design values for Southern Pine lumber are published by the Southern Pine Inspection Bureau after approval by the Board of Review of the American Lumber Standard Committee.Reference design values are based on normal load duration under the moisture service conditions specified. Because the strength of wood varies with conditions under which it is used,design values should only be applied in conjunction with appropriate design and service recommendations from the National Design Specification°(NDS®)for Wood Construction published by the American Wood Council. The Southern Forest Products Association(SFPA)does not test lumber or establish design values.Accordingly,neither SFPA,nor its members,warrant that the design values and adjustment factors on which the span tables are based are correct,and disclaim responsibility for injury or damage resulting from the use of such span tables. The conditions under which lumber Is used in construction may vary widely,as does the quality of workmanship.Neither SFPA,nor its members,have knowledge of the quality of the materials,workmanship or construction methods used on any construction project,and,accordingly,do not warrant the technical data,design or performance of the lumber in completed structures. NEWEM DESIGN 2013 MAXIMUM SPANS: SoUmEIERN PINE JOISTS&RAFTERS VALUES Edition SOUTHERN FOREST PRODUCTS ASSOCIATION Copyright©2013.Southern Forest Products Association.All rights reserved. DESIGN PROPERTIES q �� Allowable Design Properties(')(100%Load Duration) Depth Grade Width Design Property 51/2" 4sh" 51/2" Plank 7r1+" 9rh° 9rh" 11r/" 117/s" 14" 16' 18" 20" Orientation TimberStrand�LSL Moment(ft-Ibs) 1,735 2,685 1,780 4,550 1.3E 31/2' Shear(Ibs) 4,340 5,455 1,925 7,190 Moment of inertia On.") 24 49 20 111 Weight(pif) 4.5 5.6 5.6 7.4 ( - T Moment(ff-Ibs) 5,210 7975 1.,920 ; 14,090 Moment of Inertia(in.") 3,435W Shear Ohs) ; ._. ..., ` 4 295 5,065 ? 5,785 1�+ 125 244 µ 400 597• _ 1.55E Weight(pafl i 5.2 6 5 7.7 8.8 Moment(ft-Ibs) ; j__ __. ,. 10,420 15,955 21,840 28,180 3rh" Shear(lbs) L- _-- _T .____ 6,870 8,590 10,125 J11575 Moment of Inertia(in.4) _(_. 250 488 800 1 1,195 Weight(plfl ( 1 10,4 13 15.3 1 17.5 - `'. 61icrollameL' . MS- Moment(ft-lbs) 2,125 13,555 5000 5885 8,070 8,925 112130 15555 19375 1 23,580 2 0E 1s/, Shear(Ibs) 1,830 1 2,410 1 3,075 _1 3160 3,740 3,950 6 4 655 1 5,320 ! 5,985 6,650 Moment of Inertia(in.') ' 24 I 56 I 115 a 125 208 244 400 T 597 L 851 1,167 Weight( If) € 2,8 ( I 3.7 I 4,7 I 4.8 5.7 6.1 l 7.1 9 8.2--�� 9.2 102 Moment(ft-Ibs) I 12,415 03,055 17,970 ! 19,900 127,160 34,955 43,665 31/2' Shear(Ibs) I f 6 260 6,430_ 7,615 I 8,035 �-9,475 110,825 12,180 t Moment of Inertia(in.') E i 231 _I.250 415 ( 488 800 I 1,195 1,701 Weight(pini ; 10.1 ; 10.4 12.3 T 13.0 f 15.3 17.5 19.7 Moment(ft-1bs) i 18,625 i 19,585 26,955 29,855 i 40,740 52 430 65,495 We' Shear fibs) 1 9 390 1 9,646 11420 i 12 055 14,210 16 240 18 270 2.0E Moment el inertia(in 4) 346 • 375 623 ' 733 ' 1,201 , 1792 l 2 552 ' Weight(plM I 15 2 15 6 18 5 , 19 5 23 0 26 3 29 5 1.r Moment(ft-Ibs) [ _- I € 24,830 t 26115 ( 35 940 1 39 805 j 54 325 69,905 87 325 +ro Shear Ohs) 1 I. 12 520 112 855 15 225 1 160 ; 18,945 1 21,655 24,360 I 7 Moment of Inertia(in 4) .. 462 t 500 831_ 977„ ' 1,601 i 2,389 J 3,402 Weight(pit) t , ! 20.2 1 20.8 I 24.6 , 26.0 F? 30.6 35.0 I 39.4 (1)For product in beam orientation,unless otherwise noted. Some sues may not be available in your region. PRODUCT • %` Protect product from sun and water STORAGE `N, %"4•\%*\\\ % % % % e e CAUTION; `%% • % ® ' �r Wrap Is slippery when wet or icy ® *' j r Alin stickers t2x3 or larger) allir , " 4r_ directly over support blocks Wr' �, 40 Use support blocks($x6 or larger) at 10'on-center to keep bundles 419411 out of mud and water Trus Joist'®Beam,Header and Column Specifier's Guide TJ-9000 1 October 2017 4 REVIEWED FOR ENERGY CODE COMPLIANCE COMcheck Software Vert' Fi m 3 y * y CaA. co Ar ) Envelope Compliance Certificate o O � L 3CD = o Project Informationt.., [ 1 i -> a `D Energy Code: 2015 IECC APR 19 2019 v Q i ° 7J Project Title: New Restaurant Building - 0 Location: Glens Falls, New York TOWN OF OUEENSBURY Climate Zone: 6a 1BUILDING&CODES p n Project Type: New Construction a) n Vertical Glazing/Wall Area: 3% e N Co d Oiv CO No Construction Site: Owner/Agent: Designer/Contractor: -Pfl. C State Route 149 Dale Baldwin Ethan P. Hall u) —, S) Queensbury, NY 128041 Shake, Rattle&Roll Restaurant Rucinski Hall Architecture :, 7 ap State Route 149 134 Dix Ave "'' Queensbury, NY 12804 Glens Falls, NY 12801 518-741-0268 - Additional Efficiency Package(s) ephall@nycap.rr.com Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Building Area Floor Area FILE COPY 1-Dining: Family: Nonresidential 2665 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor)a) Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Dining:Family] 2665 38.0 0.0 0.027 0.021 NORTH Exterior Wall 1:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Dining:Family] 1315 21.0 3.6 0.049 0.051 Door 1:Insulated Metal,Swinging,[Bldg.Use 1 -Dining:Family] 21 --- 0.300 0.370 Door 2: Insulated Metal,Swinging,[Bldg.Use 1 -Dining:Family] 21 --- --- 0.300 0.370 Door 3: Insulated Metal,Swinging,[Bldg.Use 1 -Dining:Family] 21 --- --- 0.300 0.370 Basement Wall 1:Solid Concrete:8"Thickness,Normal Density, 516 --- 10.0 0.088 0.108 Furring:None,Wall Ht 8.9,Depth B.G.8.0,[Bldg.Use 1 -Dining: Family] Basement Wall 5:Solid Concrete:8"Thickness,Normal Density, 243 --- 10.0 0.088 0.108 Furring:None,Wall Ht 4.9,Depth B.G.4.0,[Bldg.Use 1 -Dining: Family] EAST Exterior Wall 2:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Dining:Family] 789 21.0 3.6 0.049 0.051 Window 1:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 40 --- --- 0.290 0.360 Product ID product label,SHGC 0.33,[Bldg.Use 1 -Dining:Family](b) Basement Wall 2:Solid Concrete:8"Thickness,Normal Density, 250 --- 10.0 0.088 0.108 Furring:None,Wall Ht 8.9,Depth B.G.8.0,[Bldg.Use 1 -Dining: Family] Basement Wall 6:Solid Concrete:8"Thickness,Normal Density, 180 --- 10.0 0.088 0.108 Furring:None,Wall Ht 4.9,Depth B.G.4.0,[Bldg.Use 1 -Dining: Family] Project Title: New Restaurant Building Report date: 04/12/19 Data filename: Y:\Baldwin, Dale\Shake Rattle and Roll\Shake-Rattle&Roll.cck Page 1 of 18 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(,) Perimeter SOUTH Exterior Wall 3:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Dining:Family] 1315 21.0 3.6 0.049 0.051 Window 2:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 90 --- --- 0.290 0.360 Product ID product label,SHGC 0.33,[Bldg.Use 1 -Dining:Family](b) Door 4: Insulated Metal,Swinging,[Bldg.Use 1 -Dining:Family] 21 --- --- 0.300 0.370 Door 5:Insulated Metal,Swinging,[Bldg.Use 1 -Dining:Family] 21 --- --- 0.300 0.370 Door 6:Insulated Metal,Non-Swinging,[Bldg.Use 1 -Dining:Family] 32 --- --- 0.300 0.179 Door 7:Insulated Metal,Non-Swinging,[Bldg.Use 1 -Dining:Family] 32 --- --- 0.300 0.179 Basement Wall 3:Solid Concrete:8"Thickness,Normal Density, 516 --- 10.0 0.088 0.108 Furring:None,Wall Ht 8.9,Depth B.G.8.0,[Bldg.Use 1 -Dining: Family] Basement Wall 7:Solid Concrete:8"Thickness,Normal Density, 147 --- 10.0 0.088 0.108 Furring:None,Wall Ht 4.9,Depth B.G.4.0,[Bldg.Use 1 -Dining: Family] WEST Exterior Wall 4:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Dining:Family] 789 21.0 3.6 0.049 0.051 Window 3:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 18 --- --- 0.290 0.360 Product ID product label,SHGC 0.33,[Bldg.Use 1 -Dining:Family](b) Door 8:Insulated Metal,Swinging,[Bldg.Use 1 -Dining:Family] 21 --- --- 0.300 0.370 Basement Wall 4:Solid Concrete:8"Thickness,Normal Density, 250 --- 10.0 0.088 0.108 Furring:None,Wall Ht 8.9,Depth B.G.8.0,[Bldg.Use 1 -Dining: Family] Basement Wall 8:Solid Concrete:8"Thickness,Normal Density, 59 --- 10.0 0.088 0.108 Furring:None,Wall Ht 4.9,Depth B.G.4.0,[Bldg.Use 1 -Dining: Family] (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. Envelope PASSES: Design 8% better than code Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck Ver ion 4.1.1. and to mpl with any applicable mandatory requirements listed in the Inspection Checklist. Ethan P. Hall-Architect l2,4,020/1 Name-Title Sig re Date Project Title: New Restaurant Building Report date: 04/12/19 Data filename: Y:\Baldwin, Dale\Shake Rattle and Roll\Shake-Rattle&Roll.cck Page 2 of 18 A( COMcheck Software Version 4.1.1.0 1 Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: New Restaurant Building Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: State Route 149 Dale Baldwin Ethan P. Hall Queensbury, NY 128041 Shake, Rattle&Roll Restaurant Rucinski Hall Architecture State Route 149 134 Dix Ave Queensbury, NY 12804 Glens Falls, NY 12801 518-741-0268 Additional Efficiency Package(s) ephall@nycap.rr.com Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Common Space Types:Dining Area-Family Restaurant 2100 0.80 1680 2-Common Space Types:Food Preparation 565 1.09 616 Total Allowed Watts= 2296 Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Common Space Types:Dining Area-Family Restaurant LED 1:LED Linear 17W: 1 34 32 1088 2-Common Space Types:Food Preparation LED 2:LED PAR 15W: 1 25 32 800 Total Proposed Watts= 1888 Interior Lighting PASSES: Design 18% better than code Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Ver ion 4.1.1. nd t mpl with any applicable mandatory requirements listed in the Inspection Checklist. Ethan P. Hall-Architect 401.�oe9 Name-Title Sig re Date Project Title: New Restaurant Building Report date: 04/12/19 Data filename: Y:\Baldwin, Dale\Shake Rattle and Roll\Shake-Rattle&Roll.cck Page 3 of 18 \fiCOMcheck Software Version 4.1.1.0 l Exterior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: New Restaurant Building Project Type: New Construction Exterior Lighting Zone 2(Neighborhood business district) Construction Site: Owner/Agent: Designer/Contractor: State Route 149 Dale Baldwin Ethan P. Hall Queensbury, NY 128041 Shake, Rattle&Roll Restaurant Rucinski Hall Architecture State Route 149 134 Dix Ave Queensbury, NY 12804 Glens Falls, NY 12801 518-741-0268 ephall@nycap.rr.com Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Parking area 6 ft2 0.06 Yes 0 Entry canopy 5 ft2 0.25 Yes 1 Total Tradable Watts(a)= 2 Total Allowed Watts= 2 Total Allowed Supplemental Watts(b)= 600 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Parking area (6 ft2):Tradable Wattage LED 3:LED Roadway-Parking Unit 54W: 2 6 64 384 Entry canopy(5 ft2):Tradable Wattage LED 4:LED PAR 17W: 1 5 32 160 Total Tradable Proposed Watts= 544 Exterior Lighting PASSES: Design 10% better than code Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1. 0 and com with any applicable mandatory requirements listed in the Inspection Checklist. //��,,//�� /J Ethan P. Hall-Architect • /2 AI2 Zay Name-Title S ature Date Project Title: New Restaurant Building Report date: 04/12/19 Data filename: Y:\Baldwin, Dale\Shake Rattle and Roll\Shake-Rattle&Roll.cck Page 4 of 18 NfiCOMcheck Software Version 4.1.1.0 l Mechanical Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: New Restaurant Building Location: Glens Falls, New York Climate Zone: 6a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: State Route 149 Dale Baldwin Ethan P. Hall Queensbury, NY 128041 Shake, Rattle&Roll Restaurant Rucinski Hall Architecture State Route 149 134 Dix Ave Queensbury, NY 12804 Glens Falls, NY 12801 518-741-0268 Additional Efficiency Package(s) ephall@nycap.rr.com Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Mechanical Systems List Quantity System Type&Description 1 HVAC System 1 (Single Zone): Heating: 1 each-Central Furnace,Gas,Capacity=65 kBtu/h Proposed Efficiency=93.00%Et,Required Efficiency: 80.00%Et or 78%AFUE Cooling: 1 each-Field-Assembled DX System,Capacity=45 kBtu/h,Air-Cooled Condenser,Air Economizer No minimum efficiency requirement applies Fan System: FAN SYSTEM 1 --Compliance(Motor nameplate HP method):Passes Fans: FAN 1 Supply,Single-Zone VAV, 1400 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck V- '+ 4.1.1.0 d to co ly wi any applicable mandatory requirements listed in the Inspection Checklist. - / ,/ Ethan P. Hall-Architect '� 441 2e/s7 Name-Title Sign- ure Date Project Title: New Restaurant Building Report date: 04/12/19 Data filename: Y:\Baldwin, Dale\Shake Rattle and Roll\Shake-Rattle&Roll.cck Page 5 of 18 COMcheck Software Version 4.1.1.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plan Review Complies? Comments/Assumptions & Req.ID C103.2 Plans and/or specifications provide all ❑Complies Requirement will be met. [PR1]1 information with which compliance ❑Does Not can be determined for the building ❑Not Observable Location on plans/spec:A-1 envelope and document where exceptions to the standard are ;❑Not Applicable claimed. C103.2 Plans,specifications,and/or ❑Complies Requirement will be met. [PR2]i calculations provide all information ;❑Does Not with which compliance can be ❑Not Observable Location on plans/spec:A-1 determined for the mechanical systems and equipment and DNot Applicable document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C103.2 Plans,specifications,and/or ❑Complies Requirement will be met. [PR4]i calculations provide all information ❑Does Not with which compliance can be ['Not Observable Location on plans/spec:A-1 determined for the interior lighting and electrical systems and equipment ❑Not Applicable and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations,wattage of: bulbs and ballasts,transformers and control devices. C103.2 Plans,specifications,and/or ❑Complies Requirement will be met. [PR8]1 calculations provide all information ❑Does Not with which compliance can be [Not Observable Location on plans/spec:A-1 determined for the exterior lighting and electrical systems and equipment ❑Not Applicable and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations,wattage of bulbs and ballasts,transformers and control devices. C402.4.1 The vertical fenestration area <= 30 ❑Complies :Requirement will be met. [PR10]i percent of the gross above-grade wall ❑Does Not area. Location on plans/spec:A-1 ❑Not Observable ❑Not Applicable C402.4.1 The skylight area <= 3 percent of the ❑Complies Requirement will be met. [PR11]i gross roof area. ❑Does Not ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Restaurant Building Report date: 04/12/19 Data filename: Y:\Baldwin, Dale\Shake Rattle and Roll\Shake-Rattle&Roll.cck Page 6 of 18 Section Plan Review Complies? Comments/Assumptions &Req.ID C406 Plans, specifications,and/or ❑Complies Requirement will be met. [PR9]1 calculations provide all information ❑Does Not with which compliance can be ['Not Observable Location on plans/spec:A-1 determined for the additional energy . efficiency package options. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) I, 3 iLow Impact(Tier 3) Project Title: New Restaurant Building Report date: 04/12/19 Data filename: Y:\Baldwin, Dale\Shake Rattle and Roll\Shake-Rattle&Roll.cck Page 7 of 18 Section Footing/Foundation Inspection Complies? Comments/Assumptions & Req.ID C303.2 Below-grade wall insulation installed ❑Complies Requirement will be met. [FO2]2 per manufacturer's instructions. ❑Does Not "Not Observable,Location on plans/spec:A-1 ONot Applicable C303.2.1 Exterior insulation protected against DComplies Requirement will be met. [FO6]1 damage,sunlight, moisture,wind, ❑Does Not landscaping and equipment maintenance activities. Not Observable ❑Not Applicable C402.1.4 Below-grade wall insulation R-value. ❑Complies See the Envelope Assemblies table for values. [FO1]2 ❑Does Not ['Not Observable ❑Not Applicable C403.2.4. Snow/ice melting system sensors for ❑Complies Exception: Requirement does not apply. 5, future connection to controls.Freeze Does Not C403.2.4. protection systems have automatic 6 controls installed. ❑Not Observable [FO9]3 ❑Not Applicable Additional Comments/Assumptions: LlJHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 [Low Impact(Tier 3) Project Title: New Restaurant Building Report date: 04/12/19 Data filename: Y:\Baldwin, Dale\Shake Rattle and Roll\Shake-Rattle&Roll.cck Page 8 of 18 Section # Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID C303.1.3 Fenestration products rated in ❑Complies Requirement will be met. [FR12]2 accordance with NFRC. ❑Does Not ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable C303.1.3 Fenestration products are certified as ❑Complies Requirement will be met. [FRi3]1 to performance labels or certificates ❑Does Not provided. Location on plans/spec:A-i ['Not Observable ❑Not Applicable C402.4.3 Vertical fenestration SHGC value. ❑Complies See the Envelope Assemblies table for values. [FR10]1 ❑Does Not ❑Not Observable ❑Not Applicable C402.4.3, Vertical fenestration U-Factor. ❑Complies See the Envelope Assemblies table for values. C402.4.3. ElDoes Not 4 [FR8]1 ❑Not Observable ❑Not Applicable C402.4.4 U-factor of opaque doors associated '❑Complies See the Envelope Assemblies table for values. [FR14]2 with the building thermal envelope ❑Does Not meets requirements. ❑Not Observable ❑Not Applicable C402.5.7 Vestibules are installed on all building ❑Complies Requirement will be met. [FR17]3 entrances. Doors have self-closing ❑Does Not devices. Location on plans/spec:A-1 ❑Not Observable' ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Restaurant Building Report date: 04/12/19 Data filename: Y:\Baldwin, Dale\Shake Rattle and Roll\Shake-Rattle&Roll.cck Page 9 of 18 Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.ID C404.5, Heated water supply piping conforms ❑Complies Exception: Requirement does not apply. C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details.[PL6]3 ❑Not Observable ❑Not Applicable C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to <= 5 minutes after end of heating ❑Not Observable cycle. ❑Not Applicable C404.7 Water distribution system that pumps ❑Complies Exception: Requirement does not apply. [PL8]3 water from a heated-water supply ❑Does Not pipe back to the heated-water source through a cold-water supply pipe is a ❑Not Observable demand recirculation water system. ❑Not Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to 104°F. Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 {Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Restaurant Building Report date: 04/12/19 Data filename: Y:\Baldwin, Dale\Shake Rattle and Roll\Shake-Rattle& Roll.cck Page 10 of 18 Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C402.2.6 Thermally ineffective panel surfaces of❑Complies Exception: Requirement does not apply. [ME41]3 sensible heating panels have ❑Does Not insulation >= R-3.5. [Not Observable ❑Not Applicable C402.5.5, Stair and elevator shaft vents have ❑Complies Exception: Requirement does not apply. C403.2.4. motorized dampers that automatically ❑Does Not 3[MEWclose. ['Not Observable ❑Not Applicable C402.5.5, Outdoor air and exhaust systems have!❑Complies Requirement will be met. C403.2.4. motorized dampers that automatically ❑Does Not 3 shut when not in use and meet Location on plans/spec:A-1 [ME58]3 maximum leakage rates.Check ENot Observable gravity dampers where allowed. ❑Not Applicable C403.2.13 Unenclosed spaces that are heated ❑Complies Exception: Requirement does not apply. [ME71]2 use only radiant heat. ElDoes Not ❑Not Observable ❑Not Applicable C403.2.3 HVAC equipment efficiency verified. ❑Complies See the Mechanical Systems list for values. [ME55]2 ❑Does Not ❑Not Observable ❑Not Applicable C403.2.6. 'Demand control ventilation provided ❑Complies Exception: Requirement does not apply. 1 for spaces>500 ft2 and >25 ❑Does Not [ME59]1 people/1000 ft2 occupant density and served by systems with air side ['Not Observable economizer,auto modulating outside ❑Not Applicable air damper control, or design airflow >3,000 cfm. C403.2.6. Enclosed parking garage ventilation '❑Complies Exception: Requirement does not apply. 2 has automatic contaminant detection ❑Does Not [ME115]3 and capacity to stage or modulate fans to 50%or less of design capacity. ['Not Observable' ❑Not Applicable C403.2.7 Exhaust air energy recovery on ❑Complies Exception: Requirement does not apply. [ME57]1 systems meeting Table C403.2.7(1) ❑Does Not and C403.2.7(2). ❑Not Observable ❑Not Applicable C403.2.8 Kitchen exhaust systems comply with ❑Complies Requirement will be met. [ME116]3 °replacement air and conditioned ODoes Not supply air limitations, and satisfy hood Location on plans/spec:A-1 rating requirements and maximum ❑Not Observable exhaust rate criteria. Observable,__, Applicable C403.2.9 HVAC ducts and plenums insulated. ❑Complies Requirement will be met. [ME60]2 Where ducts or plenums are installed !❑Does Not in or under a slab,verification may Location on plans/spec:A-1 need to occur during Foundation Not Observable Inspection. ❑Not Applicable C403.2.9 Ducts and plenums sealed based on ❑Complies Requirement will be met. [ME10]2 static pressure and location. ❑Does Not ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable C403.2.9. Ductwork operating >3 in.water ❑Complies Exception: Requirement does not apply. 1.3 column requires air leakage testing. ❑Does Not [ME11]3 ❑Not Observable ❑Not Applicable 1 IHigh Impact(Tier 1) I 2 j Medium Impact(Tier 2) 3 I Low Impact(Tier 3) Project Title: New Restaurant Building Report date: 04/12/19 Data filename: Y:\Baldwin, Dale\Shake Rattle and Roll\Shake-Rattle&Roll.cck Page 11 of 18 Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls. See the Mechanical Systems list for values. ❑Not Observable ❑Not Applicable C408.2.2. Air outlets and zone terminal devices ;❑Complies Exception: Requirement does not apply. 1 have means for air balancing. ❑Does Not [ME53]3 ❑Not Observable ❑Not Applicable C403.5, Refrigerated display cases, walk-in ❑Complies Exception: Requirement does not apply. C403.5.1, coolers or walk-in freezers served by ODoes Not C403.5.2 remote compressors and remote [ME123]3 condensers not located in a ❑Not Observable condensing unit, have fan-powered ❑Not Applicable condensers that comply with Sections C403.5.1 and refrigeration compressor systems that comply with C403.5.2.. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 I Low Impact(Tier 3) I Project Title: New Restaurant Building Report date: 04/12/19 Data filename: Y:\Baldwin, Dale\Shake Rattle and Roll\Shake-Rattle&Roll.cck Page 12 of 18 Section # Rough-In Electrical Inspection Complies? Comments/Assumptions &Req.ID C405.2.1 Lighting controls installed to uniformly ❑Complies Requirement will be met. [ELi5]1 reduce the lighting load by at least ❑Does Not 50%. Location on plans/spec:A-1 ❑Not Observable ❑Not Applicable C405.2.1 Occupancy sensors installed in ❑Complies Requirement will be met. [ELi8]1 required spaces. ❑Does Not ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable C405.2.1, Independent lighting controls installed ❑Complies Requirement will be met. C405.2.2. per approved lighting plans and all ❑Does Not 3 manual controls readily accessible and Location on plans/spec:A-1 [EL23]2 visible to occupants. ❑Not Observable ❑Not Applicable C405.2.2. Automatic controls to shut off all ❑Complies Requirement will be met. 1 building lighting installed in all Does Not [EL2212 buildings. Location on plans/spec:A-1 ['Not Observable ❑Not Applicable C405.2.3 Daylight zones provided with ❑Complies Exception: Requirement does not apply. [ELi6]2 individual controls that control the ❑Does Not lights independent of general area lighting. ❑Not Observable !❑Not Applicable C405.2.3, Primary sidelighted areas are ;❑Complies Exception: Requirement does not apply. C405.2.3. equipped with required lighting '❑Does Not 1, controls. C405.2.3. ❑Not Observable 2 ❑Not Applicable [EL20]1 C405.2.3, Enclosed spaces with daylight area ElComplies Exception: Requirement does not apply. C405.2.3. under skylights and rooftop monitors ❑Does Not 1, are equipped with required lighting C405.2.3. controls. ❑Not Observable 3 ❑Not Applicable [EL21]1 C405.2.4 Separate lighting control devices for ❑Complies Requirement will be met. [EL4]1 specific uses installed per approved ❑Does Not lighting plans. Location on plans/spec:A-1 ['Not Observable ❑Not Applicable C405.2.4 Additional interior lighting power ❑Complies Requirement will be met. [EL8]1 allowed for special functions per the ❑Does Not approved lighting plans and is ❑Not Observable Location on plans/spec:A-1 automatically controlled and separated from general lighting. ❑Not Applicable C405.2.5 Automatic lighting controls for exterior'❑Complies Requirement will be met. [EL25pull lighting installed.Controls will be ❑Does Not daylight controlled,set based on Location on plans/spec:A-1 business operation time-of-day,or ❑Not Observable reduce connected lighting > 30%. ❑Not Applicable C405.3 Exit signs do not exceed 5 watts per ❑Complies Requirement will be met. [EL6]1 face. ❑Does Not ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) I 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Restaurant Building Report date: 04/12/19 Data filename: Y:\Baldwin, Dale\Shake Rattle and Roll\Shake-Rattle&Roll.cck Page 13 of 18 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Restaurant Building Report date: 04/12/19 Data filename: Y:\Baldwin, Dale\Shake Rattle and Roll\Shake-Rattle&Roll.cck Page 14 of 18 Section # Insulation Inspection Complies? Comments/Assumptions & Req.ID C303.1 Roof insulation installed per ❑Complies Requirement will be met. [IN3]1 manufacturer's instructions. Blown or ❑Does Not poured loose-fill insulation is installed ['Not Observable Location on plans/spec:A-1 only where the roof slope is<=3 in 12. ONot Applicable C303.1 Building envelope insulation is labeled ❑Complies Requirement will be met. [IN10]2 with R-value or insulation certificate ❑Does Not providing R-value and other relevant data. ONot Observable ONot Applicable C303.2 Above-grade wall insulation installed ❑Complies Requirement will be met. [IN7]1 per manufacturer's instructions. ❑Does Not DNot Observable!Location on plans/spec:A-i ONot Applicable C303.2.1 Exterior insulation is protected from ❑Complies Exception: Requirement does not apply. [IN14]2 damage with a protective material. ❑Does Not Verification for exposed foundation insulation may need to occur during ONot Observable Foundation Inspection. ONot Applicable C402.1.3 Non-swinging opaque doors have R- ❑Complies Requirement will be met. [IN19]3 4.75 insulation. Does Not ['Not Observable Location on plans/spec:A-i ONot Applicable C402.2.1 'Insulation intended to meet the roof ❑Complies Requirement will be met. [IN17]3 insulation requirements cannot be ❑Does Not installed on top of a suspended Location on plans/spec:A-1 ceiling. Mark this requirement ONot Observable compliant if insulation is installed ONot Applicable accordingly. C402.2.3 Above-grade wall insulation R-value. ❑Complies See the Envelope Assemblies table for values. [IN6]1 ❑Does Not ['Not Observable'. ONot Applicable C402.2.6 Radiant panels and associated DComplies Exception: Requirement does not apply. [IN18]3 components, designed for heat ❑Does Not transfer from the panel surfaces to the occupants or indoor space are ONot Observable insulated with a minimum of R-3.5. ONot Applicable C402.2.2 Roof R-value. For some ceiling ❑Complies See the Envelope Assemblies table for values. [IN2]1 systems,verification may need to ❑Does Not occur during Framing Inspection. ['Not Observable ONot Applicable C402.5.1. All sources of air leakage in the ❑Complies Requirement will be met. 1 building thermal envelope are sealed, ODoes Not [INi]1 caulked, gasketed,weather stripped ONot Observable Location on plans/spec:A-1 or wrapped with moisture vapor- permeable wrapping material to ONot Applicable minimize air leakage. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 tMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Restaurant Building Report date: 04/12/19 Data filename: Y:\Baldwin, Dale\Shake Rattle and RoII\Shake-Rattle&Roll.cck Page 15 of 18 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C303.3, Furnished O&M instructions for DComplies Requirement will be met. C408.2.5. systems and equipment to the ❑Does Not 2 3 building owner or designated ❑Not Observable [FI17] representative. ❑Not Applicable C303.3, Furnished O&M manuals for HVAC DComplies Requirement will be met. C408.2.5. systems within 90 days of system ❑Does Not 3 acceptance. [FI8]3 ❑Not Observable ❑Not Applicable C402.5 Building envelope contains a DComplies Requirement will be met. [F155]1 continuous air barrier that has been ODoes Not tested and deemed to limit air leakage Location on plans/spec:A-1 <= 0.40 cfm/ft2. ❑Not Applicable C402.5.6 Weatherseals installed on all loading ❑Complies Exception: Requirement does not apply. [FI37]1 dock cargo doors. ❑Does Not ❑Not Observable ❑Not Applicable C403.2.2 HVAC systems and equipment DComplies Requirement will be met. [F127]3 capacity does not exceed calculated ❑Does Not loads. Location on plans/spec:A-1 ❑Not Observable ❑Not Applicable C403.2.4. Heating and cooling to each zone is DComplies Requirement will be met. 1 controlled by a thermostat control. ❑Does Not [FI47]3 Minimum one humidity control device Location on plans/spec:A-1 per installed Not Observable humidification/dehumidification ❑Not Applicable system. C403.2.4. Thermostatic controls have a 5 °F DComplies Requirement will be met. 1.2 deadband. EDoes Not [FI38]3 Location on plans/spec:A-1 ❑Not Observable ❑Not Applicable C403.2.4. Temperature controls have setpoint ❑Complies Exception: Requirement does not apply. 1.3 overlap restrictions. Does Not [FI20]3 ❑Not Observable ❑Not Applicable C403.2.4. Each zone equipped with setback ❑Complies Exception: Requirement does not apply. 2 controls using automatic time clock or ❑Does Not [FI39]3 programmable control system. ❑Not Observable ❑Not Applicable C403.2.4. Automatic Controls: Setback to 55°F DComplies Exception: Requirement does not apply. 2.1, (heat)and 85°F(cool); 7-day clock,2- ❑Does Not C403.2.4. hour occupant override, 10-hour 2.2 backup ❑Not Observable [F140]3 ❑Not Applicable C403.2.4. Systems include optimum start DComplies Exception: Requirement does not apply. 2.3 controls. ❑Does Not [FI41]3 ❑Not Observable ❑Not Applicable C405.4.1 Interior installed lamp and fixture DComplies See the Interior Lighting fixture schedule for values. [F118]1 lighting power is consistent with what ❑Does Not is shown on the approved lighting plans, demonstrating proposed watts Not Observable are less than or equal to allowed Observable,_, Applicable watts. Ll High Impact(Tier 1) 1 2 LMedium Impact(Tier 2) 3 Low Impact(Tier 3) J Project Title: New Restaurant Building Report date: 04/12/19 Data filename: Y:\Baldwin, Dale\Shake Rattle and Roll\Shake-Rattle&Roll.cck Page 16 of 18 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C405.5.1 Exterior lighting power is consistent ❑Complies See the Exterior Lighting fixture schedule for values. [FI19]1 with what is shown on the approved ❑Does Not lighting plans,demonstrating ['Not Observable proposed watts are less than or equal ENot Applicable erva to allowed watts. C408.2.1 Commissioning plan developed by ❑Complies Requirement will be met. [F128]1 registered design professional or ❑Does Not approved agency. Location on plans/spec:A-1 ['Not Observable ENot Applicable C408.2.3. HVAC equipment has been tested to ❑Complies Requirement will be met. 1 ensure proper operation. ❑Does Not [FI31]1 Location on plans/spec:A-1 ❑Not Observable ❑Not Applicable C408.2.3. HVAC control systems have been ❑Complies Requirement will be met. 2 tested to ensure proper operation, ❑Does Not [FI10]1 calibration and adjustment of controls.! Location on plans/spec:A-1 ❑Not Observable ❑Not Applicable C408.2.4 Preliminary commissioning report ❑Complies Requirement will be met. [FI29]1 completed and certified by registered ❑Does Not design professional or approved ['Not Observable Location on plans/spec:A-1 agency. ❑Not Applicable C408.2.5. Furnished HVAC as-built drawings ❑Complies ;Requirement will be met. 1 submitted within 90 days of system ❑Does Not [FI7]3 acceptance. ❑Not Observable ❑Not Applicable C408.2.5. Furnished as-built drawings for ❑Complies Requirement will be met. 1 electric power systems within 90 days !❑Does Not [F116]3 of system acceptance. :Not Observable' ❑Not Applicable C408.2.5. An air and/or hydronic system I❑Complies Requirement will be met. 3 balancing report is provided for HVAC ❑Does Not [F143]1 systems. Location on plans/spec:A-1 ❑Not Observable ❑Not Applicable C408.2.5. Final commissioning report due to ❑Complies Requirement will be met. 4 building owner within 90 days of ❑Does Not [FI30]1 receipt of certificate of occupancy. ❑Not Observable Location on plans/spec:A-1 ❑Not Applicable C408.3 Lighting systems have been tested to ❑Complies Requirement will be met. [FI33]1 ensure proper calibration, adjustment, !❑Does Not programming,and operation. [Not Observable Location on plans/spec:A-1 ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) t 2 iMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Restaurant Building Report date: 04/12/19 Data filename: Y:\Baldwin, Dale\Shake Rattle and Roll\Shake-Rattle&Roll.cck Page 17 of 18 FIRE MARSHAL'S OFFICE ,,► S_ Town of Queensbury i 742 Bay Road, Queensbury, NY 12804 41"" " Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW Shake , Rattle ,Roll Route 149 CO-000-2018 4/23/2019 The following comments are based on review of drawings: • Verify fire extinguisher location • CO detection required, both floors • Verify operation of exit/Emergency lighting. • Lock/latches shall comply with Chapter 10 of 2015 IBC. • Verify paths of egress • Verify storage • Provide Knox Box at entrance for FD use, www.knoxbox.com • Truss ID signage required • All stairways need emergency lighting • If a fire alarm system i8s planned, all submittals needed prior to install Note: Range hood suppression requires occupant notification if fire alarm system is not utilized. • Need complete kitchen layout- - Appliance layout - Hood specifications - Suppression specifications - Mounting clearance details for hood - Include fan override - Grease light test required - Hinge kit on hood for future cleaning Fire Marshal 's Office • Phone: 518-761-8206 • Fax: 518-745-4437 fi'remarshal@queensbuni.net • www.queensbury.net 4\c\de Michael J Palmer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fi re Marshal 's Office • Phone: 518-761-8206 • Fax: 518-745-4437 fcrenrarshnl@queensbunf.net • www.queensbunf.net t. Manual S Compliance Report Job: SHAKE RATTLE&ROLL Date: Jun 14,2019 Entire House By: SIMONS Plan: SHAKE RATTLE&ROLL Project Information rkf For: DALE BALDWIN I l LPI PUN 14 2019 I Cooling Equipment Design Conditions Outdoor design DB: 85.0°F Sensible gain: 24042 Btuh Entering coil DB: 75.2°F Outdoor design WB: 71.0°F Latent gain: 6656 Btuh Entering coil WB: 62.6°F Indoor design DB: 75.0°F Total gain: 30698 Btuh Indoor RH: 50% Estimated airflow: 1041 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: York Model: YCJF60S41S2+CX602D(6,9)35+T*(8,L)C*C16 Actual airflow: 1817 cfm Sensible capacity: 0 Btuh 0% of load Latent capacity: 0 Btuh 0% of load Total capacity: 0 Btuh 0% of load SHR: 0% Heating Equipment Design Conditions Outdoor design DB: -4.0°F Heat loss: 118101 Btuh Entering coil DB: 66.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions FILE C0 '' Equipment type: Gas furnace Manufacturer: York Model: TG9S130D2OMP11 Actual airflow: 1817 cfm Output capacity: 125000 Btuh 106% of load Temp. rise: 50 °F REV EWEC FOF ENERGY C®®E COMPLIANCE Meets are all requirements of ACCA Manual S. 2019-Jun-14 14:49:34 41- wrightsoft® Right-Suite®Universal 2017 17.0.16 RSU25116 Page 1 ACCA ...geworthy\Documents\York\SHAKE RATTLE&ROLL.rup Calc=MJ7 Front Door faces: N {, IJ Residential Plans Examiner Review Form Form RPER 1 ACCk. for HVAC System Design (Loads, Equipment, Ducts) 15Mar09 Ai Condbonhg Contractors of Ameica QUEENSBURY NY Header Information Contractor: SIMONS REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes 0 No 0 Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: SHAKE Manual D Friction Rate Worksheet: Yes 0 No ❑ RATTLE & Duct distribution sketch: Yes ❑ No Home address(Streetwitcat#, Block,Subdivision): , Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: -4 °F Orientation: Front Door faces North Indoor temperature: 68 °F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 118101 Btuh Number of bedrooms: 0 Conditioned floor area: 6800 ft2 Summer Design Conditions Number of occupants: 0 Outdoor temperature: 85 °F Indoor temperature: 75 °F Windows Roof Grains difference: 27 gr/Ib 00% RH Eave overhang depth: 0 ft Sensible heat gain: 26713 Btuh Internal shade: none Blinds,drapes,etc. Eave Latent heat gain: 7396 Btuh es p Depth Window Total heat gain: 34109 Btuh Number of skylights: 0 HVAC EQUIPMENT SELECTION(IRC M1401.3) Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: Split AC Heating cfm: 1817 Furnace,Heaf pump,Boiler,etc. Air t:onditioner,Heat pump,etc. Cooling cfm: 1817 Model: York Model: York Static pressure: 0 in H2O TG9S130D2OMP11 YCJF60S41S2 Fan's rated external static pressure for design airflow Heating output capacity:. 125000 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design ou door conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh AC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 1817 cfm Longest supply duct: 0 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: 0 in H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0 in H2O Friction rate: 0 in/100ft Branch duct: Sheet metal Friction Rate=ASP_(TELx 10 ) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsoft® Right-Suite®Universal 2017 17.0.16 RSU25116 Project Summary Job: SHAKE RATTLE&ROLL Date: Jun 14,2019 Entire House By: SIMONS Plan: SHAKE RATTLE&ROLL Pro'ect Information For: DALE BALDWIN Notes: Desi• n Information Weather: Glens Falls AP, NY, US Winter Design Conditions Summer Design Conditions Outside db -4 °F Outside db 85 °F Inside db 68 °F Inside db 75 °F Design TD 72 °F Design TD 10 °F Daily range M Relative humidity 50 % Moisture difference 27 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 111416 Btuh Structure 22897 Btuh Ducts 6685 Btuh Ducts 1145 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 118101 Btuh Use manufacturer's data n Rate/swing multiplier 0.90 Infiltration Equipment sensible load 21638 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 6656 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 6800 6800 Equipment latent load 6656 Btuh Volume(ft3) 54400 54400 Air changes/hour 0.70 0.40 Equipment total load 28294 Btuh Equiv.AVF (cfm) 635 363 Req. total capacity at 0.70 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make York Make York Trade YORK Trade ADP Model TG9S130D2OMP11 Cond YCJF60S41S2 AHRI ref 2008582 Coil CX602D(6,9)35+T*(8,L)C*C16 AHRI ref 6503640 Efficiency 95.5 AFUE Efficiency 12.2 EER, 14 SEER Heating input 130000 Btuh Sensible cooling 38150 Btuh Heating output 125000 Btuh Latent cooling 16350 Btuh Temperature rise 63 °F Total cooling 54500 Btuh Actual air flow 1817 cfm Actual air flow 1817 cfm Air flow factor 0.015 cfm/Btuh Air flow factor 0.076 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.78 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. 2019-Jun-14 14:49:34 Page 1 .4—,-- wrightsoft® Right-Suite®Universal 2017 17.0.16 RSU25116 ..geworthy\Documents\York\SHAKE RATTLE&ROLL.rup Calc=MJ7 Front Door faces: N Right-J®Worksheet Job: SHAKE RATTLE&ROLL Entire House Date: Jun 14,2019 By: SIMONS Plan: SHAKE RATTLE&ROLL MANUAL J:7th Ed. 1 Name of room Entire House Room1 Room2 Room3 2 Length of exposed wall 720.0 ft 280.0 ft 106.0 ft 24.0 ft 3 Room dimensions 1.0 x 2752 ft 39.0 x 28.0 ft 16.0 x 16.0 ft 4 Ceilings Condit.Option 8.0 ft d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) EXPOSURE NO. Htg Clg (ft2) Htg Cig (ft*) Htg Cig (ft*) Htg Clg (ft*) Htg Clg 5 Gross a 12E3 5.4 1.0 5760 **** **** 2240 **** **** 848 **** **** 192 **** **** Exposed b 0 0 Illill **** **** 111111 **** **** 111111 **** **** 111111 **** **** walls and c 0 0 111111 **** **** 111111 **** **** 111111 **** **** I I I H 1 **** **** partitions d 0 0 111111 **** **** IIIIII **** **** Ill IN **** **** III I!! **** **** e 0 0 111111 **** **** 111111 **** **** 111111 **** **** mill **** **** f 0 0 111111 **** **** IIIIII **** **** IIIIII **** **** IIIIII **** **** 6 Windows and a 3A0 39.7 ** 140 5554 **** 0 0 **** 125 4959 **** 15 595 **** glass doors b 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** Heating c 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** d 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** e 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** f 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** 7 Windows and North 0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 glass doors NE/NW 0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 Cooling E/W 68.0 40 **** 2720 0 **** 0 40 **** 2720 0 **** 0 SE/SW 0 0 *'** 0 0 ***' 0 0 **** 0 0 **** 0 South 34.0 100 **** 3400 0 **** 0 85 **** 2890 15 **** 510 Horz 0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 8 Other doors a 10D0 33.1 6.3 210 6955 1314 0 0 0 42 1391 263 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12E3 5.4 1.0 5410 29214 5518 2240 12096 2285 681 3677 695 177 956 181 exposed b 0 0 111111 0 0 111111 0 0 111111 0 0 IUIII 0 0 walls and c 0 0 111111 0 0 lulu 0 0 mill 0 0 iiiiii 0 0 partitions d 0 0 111111 0 0 null 0 0 111111 0 0 111111 0 0 e 0 0 111111 0 0 111111 0 0 111111 0 0 111111 0 0 f 0 0 111111 0 0 111111 0 0 IIIIII 0 0 111111 0 0 10 Ceilings a 16G0 2.4 1.1 5308 12612 5956 2752 6539 3088 1092 2595 1225 256 608 287 b 0 0 111111 0 0 111111 0 0 111111 0 0 111111 0 0 c 0 0 111111 0 0 111111 0 0 111111 0 0 111111 0 0 d 0 0 111111 0 0 HHn 0 0 Hill 0 0 111111 0 0 e 0 0 IIIIII 0 0 111111 0 0 111111 0 0 111111 0 0 f 0 0 111111 0 0 111111 0 0 111111 0 0 111111 0 0 11 Floors a 1910 1.7 0 1504 2599 0 0 0 0 0 0 0 0 0 0 (Note:room b 1910 1.7 0 2440 4216 0 1260 2177 0 0 0 0 0 0 0 perimeter c 0 0 111111 0 0 111111 0 0 IIIIII 0 0 111111 0 0 is displ. d 0 0 111111 0 0 111111 0 0 111111 0 0 111111 0 0 for slab e 0 0 iiiiti 0 0 111111 0 0 111111 0 0 111111 0 0 floors) f 0 0 111111 0 0 111111 0 0 111111 0 0 111111 0 0 12 Infiltration a 144 11.4 350 50266 3989 0 0 0 167 23984 1903 15 2154 171 Ventilation 0 0 0 0 0 0 0 0 13 Subtotal loss=6+8..+11+12 **** 111416 **** **** 20812 **** **** 36606 **** **** 4313 **** Less external heating **** 0 **** **** 0 **** **** 0 **** **** 0 **** Less transfer **** 0 **** **** 0 **** **** 0 **** **** 0 **** Heating redistribution **** 0 **** **** 0 **** **** 0 **** **** 0 **** 14 Duct loss 6% 6685 **** 6% 1249 **** 6% 2196 **** 6% 259 **** 15 Total loss=13+14 **** 118101 **** **** 22061 **** **** 38802 **** **** 4572 **** 16 Int.gains: People @ 300 0 **** 0 0 **** 0 0 **** 0 0 **** 0 Appl. @ 1200 0 **** 0 0 **** 0 0 **** 0 0 **** 0 17 Subtot RSH gain=7+8..+12+16 **** **** 22897 **** **** 5373 **** **** 9696 **** **** 1149 Less external cooling **** **** 0 **** **** o **** **** o **** **`* 0 Less transfer **** **** 0 **** **** 0 **** **** 0 **** **** 0 Cooling redistribution **** **** 0 **** **** 0 *'** **** 0 **** **** 0 18 Duct gain 5% **** 1145 5% **** 269 5% **** 485 5% **** 57 19 Total RSH gain=(17+18)*PLF 1.00 **** 24042 1.00 **** 5641 1.00 **** 10181 1.00 **** 1206 20 Air required(cfm) 1817 1817 339 426 597 769 70 91 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft 2019-Jun-14 14:49:34 Right-Suite®Universal 2017 17.0.16 RSU25116 Page 1 ..geworthy1Documents\York\SHAKE RATTLE&ROLL.rup Calc=MJ7 Front Door faces: N 4, Right-J®Worksheet Job: SHAKE RATTLE&ROLL Entire House Date: Jun 14,2019 By: SIMONS Plan: SHAKE RATTLE&ROLL MANUAL J:7th Ed. 1 Name of room Room4 Room5 Room6 Room7 2 Length of exposed wall 19.0 ft 7.0 ft 56.0 ft 60.0 ft 3 Room dimensions 7.0 x 12.0 ft 7.0 x 12.0 ft 20.0 x 20.0 ft 1.0 x 628.0 ft 4 Ceilings Condit.Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) EXPOSURE NO. Htg Clg (ft2) Htg Clg (ft2) Htg Clg (ft2) Htg Clg (ft2) Htg Clg 5 Gross a 12E3 5.4 1.0 152 ""** **** 56 **** **** 448 **** **** 480 *""* **** Exposed b 0 0 111111 **** **** Him **** **** I11111 **** **** win **** **** walls and c 0 0 111111 **"" **** 111111 **** **** 111111 **** **** 111111 **** **** partitions d 0 0 111111 *""* **** 111111 **** **** Mill **** **** 111111 **** **** e 0 0 111111 **** **** 111111 **** **** 111111 **** **** 111111 **** **** f 0 0 111111 **** **** IIIIII **** **** 111111 **** **** 111111 **** **** 6 Windows and a 3A0 39.7 ** 0 0 **** 0 0 **** 0 0 **** 0 0 "**" glass doors b 0 ** 0 0 ***" 0 0 **** 0 0 "**" 0 0 **** Heating c 0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** d 0 ** 0 0 **** 0 0 **** 0 0 ***" 0 0 **** e 0 ** 0 0 **"* 0 0 ***" 0 0 **** 0 0 **** f 0 "" 0 0 "*** 0 0 **"" 0 0 "*** 0 0 **** 7 Windows and North 0 0 **** 0 0 **** 0 0 "*** 0 0 **** 0 glass doors NE/NW 0 0 *"*" 0 0 ""*" 0 0 **** 0 0 **** 0 Cooling E/W 68.0 0 """* 0 0 ""*" 0 0 **** 0 0 "*"* 0 SE/SW 0 0 **** 0 0 **** 0 0 "*"* 0 0 **** 0 South 34.0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 Horz 0 0 **** 0 0 """" 0 0 **** 0 0 **"" 0 8 Other doors a 1OD0 33.1 6.3 0 0 0 0 0 0 21 696 131 147 4869 920 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12E3 5.4 1.0 152 821 155 56 302 57 427 2306 436 333 1798 340 exposed b 0 0 111W 0 0 111111 0 0 111111 0 0 111111 0 0 walls and c 0 0 111111 0 0 111111 0 0 111111 0 0 111111 0 0 partitions d 0 0 111111 0 0 111111 0 0 111111 0 0 111111 0 0 e 0 0 111111 0 0 IHIll 0 0 111111 0 0 111111 0 0 f 0 0 111111 0 0 111111 0 0 111111 0 0 111111 0 0 10 Ceilings a 16G0 2.4 1.1 84 200 94 84 200 94 400 950 449 628 1492 705 b 0 0 111111 0 0 111111 0 0 111111 0 0 111111 0 0 c 0 0 111111 0 0 111111 0 0 111111 0 0 111111 0 0 d 0 0 111111 0 0 111111 0 0 111111 0 0 111111 0 0 e 0 0 111111 0 0 111111 0 0 111111 0 0 111111 0 0 f 0 0 111111 0 0 111111 0 0 111111 0 0 111111 0 0 11 Floors a 1910 1.7 0 0 0 0 0 0 0 0 0 0 0 0 0 (Note: room b 1910 1.7 0 84 145 0 84 145 0 400 691 0 612 1058 0 perimeter c 0 0 111111 0 0 111111 0 0 111111 0 0 111111 0 0 is displ. d 0 0 111111 0 0 111111 0 0 111111 0 0 111111 0 0 for slab e 0 0 111111 0 0 111111 0 0 111111 0 0 111111 0 0 floors) f 0 0 HIM 0 0 111111 0 0 111111 0 0 111111 0 0 12 Infiltration a 144 11.4 0 0 0 0 0 0 21 3016 239 147 21112 1676 Ventilation 0 0 0 0 0 0 0 0 13 Subtotal loss=6+8..+11+12 **** 1166 **** **** 647 **** **** 7659 **** **** 30328 **** Less external heating **** 0 *""" **** 0 **** **** 0 **** **** 0 *""" Less transfer **** 0 """" **** 0 **** **** 0 **** **** 0 ***" Heating redistribution **** 0 "*** ***" 0 **** **** 0 **** **** 0 ***" 14 Duct loss 6% 70 **** 6% 39 **** 6% 460 "*** 6% 1820 **** 15 Total loss=13+14 **** 1235 **** **** 686 **** **** 8118 **"" **** 32148 **** 16 Int.gains: People @ 300 0 **** 0 0 "*** 0 0 ""** 0 0 """* 0 Appl. @ 1200 0 **** 0 0 **"" 0 0 *"*" 0 0 *"*" 0 17 Subtot RSH gain=7+8..+12+16 **** **** 249 *""" **** 151 ""*" **** 1255 *""" **** 3639 Less external cooling **** **** 0 *""" **** 0 **** **** 0 **** **** 0 Less transfer **** **** 0 *""" **** 0 **** **** 0 **"* **** 0 Cooling redistribution **** **** 0 **"" **** 0 **** **** 0 **** **** 0 18 Duct gain 5% **** 12 5% **** 8 5% **** 63 5% **** 182 19 Total RSH gain=(17+18)*PLF 1.00 """* 262 1.00 **** 159 1.00 **** 1318 1.00 **"* 3821 20 Air required(cfm) 19 20 11 12 125 100 495 289 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. 2019-Jun-14 14:49:34 wright50ft Right-Suite®Universal 2017 17.0.16 RSU25116 Page 2 /CCN ...geworthy\Documents\York\SHAKE RATTLE&ROLL.rup Calc=MJ7 Front Door faces: N g ,, , Right-J®Worksheet Job: SHAKE RATTLE&ROLL Entire House Date: Jun 14,2019 By: SIMONS Plan: SHAKE RATTLE&ROLL MANUAL J:7th Ed. 1 Name of room Room9 2 Length of exposed wall 168.0 ft 3 Room dimensions 1.0 x 1504 ft 4 Ceilings Condit.Option 8.0 ft heat/cool TYPE OF CST HTM Area Load(Btuh) Area Area Area EXPOSURE NO. Htg Clg (ft2) Htg Clg Htg Clg Htg Clg Htg Clg 5 Gross a 12E3 5.4 1.0 1344 **** **** **** **** **** **** **** **** Exposed b 0 0 111111 **** **** **** **** **** **** **** **** walls and c 0 0 i i i i i i **** **** **** **** **** **** **** **** partitions d 0 0 111111 **** **** **** **** **** **** **** **** e 0 0 111111 **** **** **** **** **** **** **** **** f 0 0 i i i i i i **** **** **** **** **** **** **** **** 6 Windows and a 3A0 39.7 ** 0 0 **** **** **** **** glass doors b 0 ** 0 0 **** **** **** **** Heating c 0 ** 0 0 **** **** **** **** d 0 ** 0 0 **** **** **** **** e 0 ** 0 0 **** **** **** **** f 0 ** 0 0 **** **** **** **** 7 Windows and North 0 0 **** 0 **** **** **** glass doors NE/NW 0 0 **** 0 **** **** **** Cooling E/W 68.0 0 **** 0 **** **** **** SE/SW 0 0 **** 0 **** **** **** South 34.0 0 **** 0 **** **** **** Holz 0 0 **** 0 **** **** **** 8 Other doors a 10D0 33.1 6.3 0 0 0 b 0 0 0 0 0 c 0 0 0 0 0 9 Net a 12E3 5.4 1.0 1344 7258 1371 exposed b 0 0 turn 0 0 walls and c 0 0 mill 0 0 partitions d 0 0 lh Ill 0 0 e 0 0 iiiiii 0 0 f 0 0 iiiiii 0 0 10 Ceilings a 16G0 2.4 1.1 12 29 13 b 0 0 min 0 0 c 0 0 iiiiii 0 0 d 0 0 will 0 0 e 0 0 111111 0 0 f 0 0 Huhn 0 0 11 Floors a 1910 1.7 0 1504 2599 0 (Note:room b 1910 1.7 0 0 0 0 perimeter c 0 0 iiiiii 0 0 is displ. d 0 0 min 0 0 for slab e 0 0 min 0 0 floors) f 0 0 mill 0 0 12 Infiltration a 144 11.4 0 0 0 Ventilation o 0 13 Subtotal loss=6+8..+11+12 **** 9885 **** **** **** **** **** **** **** Less external heating **** 0 **** **** **** **** **** **** **** Less transfer **** 0 **** **** **** **** **** **** **** Heating redistribution **** 0 **** **** **** **** **** **** **** 14 Duct loss 6% 593 **** **** **** **** 15 Total loss=13+14 **** 10478 **** **** **** **** **** **** **** 16 Int.gains: People @ 300 0 **** 0 **** **** **** Appl. @ 1200 0 **** 0 **** **** **** 17 Subtot RSH gain=7+8..+12+16 **** **** 1384 **** **** **** **** **** **** Less external cooling **** **** 0 **** **** **** **** **** **** Less transfer **** **** 0 **** **** **** **** **** **** Cooling redistribution **** **** 0 **** **** **** **** **** **** 18 Duct gain 5% **** 69 **** **** **** 19 Total RSH gain=(17+18)*PLF 1.00 **** 1454 **** **** **** 20 Air required(cfm) 161 110 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. 4C A wrigt�tSoft® 2019-Jun-1414:49:34 Right-Suite®Universal 2017 17.0.16 RSU25116 Page 3 ..geworthy\Documents\York\SHAKE RATTLE&ROLL.rup Cale=MJ7 Front Door faces: N John O'Brien From: jasonm@simonshvacny.com Sent: Monday,June 17,2019 2:56 PM To: John O'Brien Subject: shake rattle and roll dale baldwin fresh air makeup Attachments: D00061719-06172019103555.pdf Hi John, We will be installing the lifebreath 350DCS HRV system tied to the ductwork throughout entire building for fresh air makeup/ exchange. I have attached a spec sheet for the equipment going to be installed. Let me know if you need anything else. Best Regards, Jason McCormack Operations Manager/ Owner 518-955-1051 Please tell us how we did! Click HERE to leave us a review 1 q .r Specifications 350DCS sl LIFEBRERTH"-7,scr 9r N-5C31'\ x co PeaPtt NePERFOt supply mRMANCE Ills)flow in cfrn Ill i y - 7 5 (1"F O^t against external static pressure CORES lI ESP cfm 1/s Two modular(two section)aluminum HRV cores arranged for high efficiency cross-flow ventilation. @ 0.1"(25 Pa) 450 (212) MOTORS @ 0.2"(50 Pa) 426 (201) Two PSC,5 speed double shafted,120 VAC,3.15 A motors.(6.3 A total on high speed)with 1/10 @ 0.3"(75 Pa) 400 (189) hp at 1625 RPM.Total of 610 watts on High speed.MCA:7.9 MOP:10 BLOWERS @ 0.4"(100 Pa) 371 (175) Centrifugal-type rated at 530 cfrn(250 L/s)free air delivery.Each air stream has two centrifugal @ 0.5"(125 Pa) 337 (159) blowers driven by two PSC motors. @ 0.6"(150 Pa) 304 (143) FILTERS @ 0.7"(175 Pa) 269 (127) Washable air filters in exhaust and supply air streams. DEFROST @ 0.8"(200 Pa) 158 (75) Supply bypass damper mutes indoor air to defrost cores. @ 0.9"(225 Pa) 107 (50) WEIGHT 160 lbs.(70 kg) SHIPPING WEIGHT 240 lbs.(110 kg) VAC @ 60HZ 120 CONNECTION DUCT SIZES Four 14"x 8"(356 mm x 200 mm) WATTS/Low speed 187 MOUNTING WATTS/High speed 610 Unit to be set on support brackets hung by threaded rod-type apparatus(brackets and rods not included). `Amp rating 6.3 CASE Twenty gauge pre-painted galvanized steel(G60)for superior corrosion resistance.Insulated with 500 AIRFLOWS(Each Air Stream) '5-mgh speed foil faced insulation duct liner where required to prevent exterior condensation.One drain 45D medium O Speed connection 1/2"(12 mm)OD. 3-Medium Spmd ELECTRONICS 903 4 .H love Weed Integrated microprocessor circuit board.Built-in interlock contacts. LL 39'\� U 3 CONTROL OPTIONS 3011- z 99-DXPLO2 Lifebreath Digital Control(Included) 99-BCO3 Lifebreath Ventilation Control 9?50' • 5 speed operation on each mode • Continuous Low fan speed 20° • Humidity control through adjustable • Humidity control through adjustable a 150 Dehumidistat Dehumidistat 100. • 5 user selectable operational modes:Continuous • 3 modes of operation:Ventilation, 60. Ventilation,Continuous Recirculation,20 ON/40 Recirculation,20/40 0 01 03 03 DA 0.5 0.6 0.7 0.0 09 OFF, 10 ON/50 OFF,20 ON/40 Recirculation • Compatible with 99-DET02 Wireless DEFERRAL sERTic PRESSURE(¢A,W, • 20/40/60 min.High speed override Timers button • 3 wire connection TEMPERATURE EFFECTIVENESS • Compatible with 99-DEf02 Wireless 99-BC04 Lifebreath Ventilation Control v Timers • 2 speed fan setting(Low/High) ii ,0 0.,. • 3 wire connection • 2 modes of operation;Ventilation,20/40 99-BCO2 Lifebreath Ventilation Control • Compatible with 99-DEf02 Wireless a' . 2 speed fan setting(Low/High) Timers • Humidity control through adjustable • 3 wire connection W ROIREEt cssMad.Human(UP)sidoPp Dehumidistat 99-DH01 Lifebreath Dehumidistat • Compatible with 99-DET02 Wireless • Humidity control through adjustable r20 M (;.) u) (�) Timers Dehumidistat AIRFLOW RI CFM(L/s) • 3 wire connection • 3 wire connection All TIMER OPTIONS CSA and UL�rmtn 99-DET01 Lifebreath 20/40/60 Minute Timer-Initiates High speed Ventilation for 20,40 or 60 minutes. 3 wire connection. standards 99-DETO2 Lifebreath WIRELESS 20/40/60 Minute Timer -Initiates High speed Ventilation for 20,40 or 60 minutes. NOTE:All Wirelesslyconnects to main control for ease of installation. 40'a specification are approximate range. subject to change 99-RX02 Lifebreath WIRELESS Repeater-Used to extend range of 99-DET02 Wireless Timers. Plugs into 120V power without notice. outlet. Wirelessly connects to main control and 99-DET02.Install at halfway point between timer and main wall control if timer is out of range. EXHAUST AIR EXTOHAUST AIR OUTSIDE FROM BUILDING f,"oNIvnns POWs ` T I DIMENSIONS inches(mm) a 0 s7�T } TES ` Ts0 mm) Now. I Novice clearance 18 3/4" 1 u4,_ 18 3/4" 13/g.i I is TO M.(7607) (SITS mm} 32 (475 mm) (35 Oro) WARRANTY IVY) 0 I 4 14" e" II `T356 mm� '7oomm `Z356 mmj—(�D nm) I Units carry a 15 year warranty SUPPLY AIR - '1 1 on the HRV core and a 2 year 8" i 28 1/4" 28 1/4^ • FROM OUTSIDE (" replacement parts warranty. DEFROST DRAINmxEa`aH(1245 mm) SUPPLY AIR (717 mm) (717 mm) TO BUILDING FRONT VIEW INTERIOR DUCT EXTERIOR DUCT CONNECTION SIDE CONNECTION SIDE Date: Contractor: Tag: Qty: _ Supplier: Project: Quote#: Engineer: Submitted by: 3