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RC-000306-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 - _- Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: RC-000306-2017 Tax Map No: 315.8-1-8 Permission is hereby granted to: Michael Gustke For property located at: 129 EAGAN RD In the Town of Queensbury,to construct or place at the above location in accordance with application together =with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Michael Gustke Single Family-New $125,000.00 Owner Address: PO Box 699 Total Value $125,000.00 Glens Falls,NY 12801 Contractor or Builder's Name/Address Electrical Inspection Agency Michael Gustke PO Box 699 Glens Falls,NY 12801 Plans&Specifications Single-Family Dwelling w/FP 1,635 sq.ft. Cross Ref.Z-AV-19-2017&P-SP-16-2017 $327.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Monday,October 15,2018 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of eensb riday cto r 13 017 SIGNED BY: for the Town of Queensb ury. ury Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT APPLICATION Office.Use Only ECIELIVE Permit#: • i2C-o3oLQ=2vf7 Town ofQuccnsbury Permit Fee:$ 75.c'; Invoice#: i 7i -3 742 Bay Road,Cueensbury,NY 12804 9 Septic Variance? Yes No w P:518-761-8286 wwi.queensburv.net JUN 2 6 �Q1� TOWN N OF OUEENSS1 RY . • Primary Owner(s): SUILDING&COOP rojeci Location: 12-9 EI i( -W I� Name(s): Ai' �,a S-i-K Tax Map ID #: 316 a g- Mailing Address, C/S/Z: ?(a, $dx 3'J u�/&nS i 1. Cell Ph.: (3/c ) 3/7--643'3 Land Line: (- )• Email: F'Y)PCh o f u5 f K e a rico • Installer/Builder: Name(s): bil5ralOr/1-I '._<trN Mailing Address,.C/S/Z: • Cell Ph.: ( ) .. Land Line: ( ) :. Email: • Engineer(s): Name(s): N:SK4I Vtfvu, Ma 11'-rFavl'-e Mailing Address; Cis/Z: 134. DI X P>11t , C�iEN S f ta,S Ny (2g0I Cell Ph::.( ). _ Land Line: (6l 8 ) 141-62c.o R Email: EIP1 ALt-— N4C49.R-p.. CO M. Contact Person for Building&Code Compliance: Cell Ph.: RESIDENCE INFORMATION: Year Built Gallons #of bedrooms I X gallons per total daily flow 1980 or older 150 _ Garbage grinder installed? ❑ yes �„no 1981-1991 130 _ • _ Spa or hot tub installed? ❑ yes l no 1992-Present 110 �IC� = D 3 3 PARCEL INFORMATION: .Topography. . E Flat Rolling XiSteep Slope .' . %Slope. . . Soil Nature . : XSancl. : LLoam . ❑Clay ID Other Click orr tap:here to enter text: Groundwater At what depth?Click or tap here to enter text: : NO1 EN COUN.TEe. o e cis!' Bedrock/Impervious-material . :At what depth?:Click Or tap here:to enter text.. NOT , N oUN1E.42 b 46H Domestic Water Supply ❑Municipal Well(if well;water supply from any.septic system absorption:is._ft.) Percolation Test Rate: per minute per inch(test t o be completed by lice sed engineer%architect) ' ) I-5 IY1ih PROPOSED SYSTEM FOR NEW CONSTRUCTION : .I-15/1^23 I-44- : Tank size I25Ogallons(min..size.1,000 gallons,add 250 gallons for each garbage cylin er.or spa/hot.tub . System Absorption.field with#2 stone Total length ft.; :Each Trench ft. Seepage Pit with#3 stone : How many: ;Size: • Alternative System. Bed,or other type:GeNtI' BE.r) 20'XZ' 500 .SF' . : : Holding Tank System . . . : Total required:capacity? . . :;tank size . ;#of tanks ._ : . . NOTES:1.Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2.We will no longer allow systems to:be covered until such time as an as-built'plan is received and approved.The installed system must match the septic layout on file—no exceptions. Declaration:Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of/Q ueensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: 6I ( a671%�-'c- SIGNATURE: / DATE: 69 Principle Structure Application Revised January 2019 d ! iu�luiudul Iw tilunau,lliuitl ,II�a1u:udul.uuultlunal�luull:ill,Ilu,tlWii1111.aIItumlliulqulwi- t Pdptle GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWING PREPARED BY DARRAH LAND SURVEYING LEGEND _ t �1 PROPERTY LINE A NAL -' , 1 `� . / 1 E O - S S -EXISTING t - �, �` / ! 1 -----------_ O REVISED BUILDING LOCATION i JUNE 2017 = ---------- PROPERTY LINE SETBACKS AND REVISIONS IN ----------330---------- EXISTING CONTOURS RESPONSE TO PLANNING - , BOARD REVIEWAM T BE 1�EMOVE 77.* No. DESCRIPTION DATE - ! / 330 NEW CONTOURS - t REVISIONS E —E —E —E — UNDERGROUND ELECTRIC SERVICE -. 1I1 II Ill AiII1611111.dut II4:Ill 11ilI1111111IIIdl IIIn1111 1 11. y1;lh ii.111111 III III! I,I1IJ,,II111I 1 61�111111Vnlll6 YL.L lilll ill II IL1 Aloll.1 1Il Jxu1,11�1I � --� SS —SSSANITARY SEWER AI w —w —w —w — WATER SERVICE = 'a tn M _- �; E/P EDGE OF PAVEMENT - z W Q _ C) _ �—cAs �—cos— UNDERGROUND GAS SERVICE o¢ z 133t Iron Pipe - \ 1 p / �°`� �� _ F-. o, a tr w Found Houset SI TE DATA _ } o ❑ l 1 � ` � V z J - -!t t / M 0 4 e o PROPERTY ZONING CLASSIFICATION: WR - WATERFRONT RESIDENTIAL = < 3. o MINIMUM LOT SiZE: 21 ACRES Q o z MINIMUM LOT WIDTH: 150 FEET J E w o o ! - _J Lands Now or Formerly of ee _ r' TAX MAP NUMBER: 3 —1— - i< c a o 158 8 _ ao c�n� = o - ! David D.& Nancy J. Armstrong s orm erly o f - _ - o o o / t ?e ) SETBACKS REQ1lRD EXISTING Q w t Iron Rod t e eel = FRONT 30 -0 341'-8"  _ Q r / Book 9JO Page 11 Ford 'Q3 ! ' za C. Con ntino, Trustee , SHORELINE 50'-0" 271'-7" - `,`�a > ¢ - Telephone / SIDE 20'-0" 11'-10" = CL t-" Q W 28 APPROXIMATE LINE Pedestal ❑ -ros l� ! `, Book 740 Page 91 " e2 0 � - v OF 100 YEAR FLOOD PLAIN ``' Utility 1 28 "i f � .8-1-6&7 / REAR 30'-0" NA ® a o C: Pole 6 / �e� ! iE7ec >w f__,� 1 e .a . " c O - MAXIMUM BUILDING HEIGHT 2$ -0 1$ —0 f o ri°3 0 o E owr-- �' � ��'-� MINIMUM M PERCENT 93.38% MAXIM FLOOR AREA RATIO 22% 1.3% -�11111111�I�1�1 �111�IIX111111�I,1 LU —0 >ww ! FYI lei d„1,111 i1,111llIIIIlItu111{II IItlIh10.II III II fi,iul.Lllutl 1.I lull ; _ _I ACTUAL LOT SIZE 1.7 ACRES 4! 11111 i'dI1to 116U1A1111111111mtl1„:III ]I,,muouu1111uh o�ild41lolr.Ill 11 11 �oU,I 111 U 11111 1 1 W'II ,`7 !"�� � ! la ACTUAL FRONTAGE: 215 FEET - WORK IS TO BE AS SHOWN & /36' , `ee ; J� - �i ` _ / EXISTING SITE COVERAGE CONDITIONS NOTED AND IN ACCORDANCE I ! �- �� • Fire I'i sf , WITH MANUFACTURER'S Coning Board of Appeals-Record of Resolution - - COMPON NT AREA PERCENTAGE RECOMMENDATIONS, TRADE Town of Queensbury 742 Bay Road Queensbury,NY I2804 (518}7(a1-8238 / - Q Y Y Q y / t7 e.}, f/�/ ��, I /J ASSOCIATION PUBLISHED _ •'. TOTAL SITE 74,476 SF" 100.0% A RECOMMENDATIONS AND 3 4. There is not an adverse impact on the physical of environmental conditions in the neighborhood of , / ems` BUILDINGS 970 SF 1.30% GENERALLY ACCEPTED LOCAL ®__�_ ,Area Variance Resolution To: Approve district" Because the topography,the setbacks from the river and being placed at the base of the hull, , y <j tlJS`/, Meter , we do not anticipate that this will create any adverse physical or environmental conditions. PAVING & AI-Ia5 3' 2 SF 7� CONSTRUCTION INDUSTRY 3 Applicant Name: Michael&Erin G GREEN SPACE 69,881 SE 9138% PRACTICES. ustke / ! i Ile Number: Z-AV-19-20 t7 5. The alleged difficulty self-created. it's partially self=created,but it's also created by the topography and 129 Eagan Road the water Issues on site. ` ' l ,wee 102-/ Location g Tax Ma dumber: 31.5.8-1-8 p, 6. In addition the Board buds that the benefit to the applicant from granting the requested variance would ZBA Meeting Date: Wednesday,March 22,2017 outweieh faunroval}the resulting detriment to the health, safety and welfare of the neighborhood or community; - The Zoning Board of Appeals of the Town of Queensbury has received an application from Michael&Erin Gustke. 7. The Board also finds that the variance request tinder consideration is the minimum necessary; Applicant proposes to demolish a 970 sq.ft.seasonal camp and construct a 2,008 sq.ft.year-round residence. BASED ON THE ABOVE FIND i G'I MAKE A MOTION TO APPROVE AREA VARIANCE NO.Z-AV- Project includes new septic system and well,and site grading. 19-2017,Michael and Erin Gustke Introduced by James Underwood,who moved for Its adoption,seconded by /q� ' j d height restrictions of the Waterfront zone. Michael McCabe: / �\ / NOTICE: is relief from the setbacks lot frontage an 1 / *a* The applicant requests g g � ! /� / Smoke detectors are required in bedrooms, 1 79-3-040 Establishment of Districts--dimensional reuuirement W R zone Duly adopted this 22nd day of March 22 2017 by the following vote: The applicant proposes demolition of an existing dwelling m construct a new 2008 sq.ft.dwelling where the !` level i to bedr00ms and on each floor , ' level including cellar or basement. pp p opo AYES: Mr.Underwood,Mrs.Hayward,Mr.Freer,Mr.McCabe,Mr.Jackoski ! / / east setback is to be 13 ft.5 m where a 20 ft,setback is required. The height is proposed to be 36 ft.where the _ maximum allowed is 28 ft. NOES: Mr.EJmco smoke detectors & carbon monoxide O0O uti*tyPoic f detectors shall be Interconnnected with / 179 4-050 Frontal e ABSENT: Mr.Henkel battery backup and located on all levels. The access to the site is an easement from Eagan Rd.The project includes demolition and the access to the site ! ! �! / / Carbon monoxide detectors are required s to remain. r ! 1 f outside sleeping areas and on all levels. SEQR Type ii-no further review required; ! ! ! - / ` A public hearing was advertised and held on Wednesday,March 22,2017; Upon review of the application materials, information supplied during the public hearing, and upon / ! f / 1 TOWN OF QUEENSSURY ecf ut Section 174-14-080 A of the ueensbury Town Code and Chapter 267 _� 1 �d ! ` BUILDING DEPART - consideration of the criteria specified ( ) Q of NYS Town Law and after discussion and deliberation,we find as follows: APPROXIMATE�INE / p. MENT It d f 911E Il ntad examination,compliance REVIEWED FOR / wit �t1f�� imants shalt not be construed as9 ^ OF 100 YEAR FLO fl PLAIN �ig���,iN�i OF�< 1 There is not an undesirable change in the character of the neighborhood nor a detriment to nearby / ` NVIq kJP I BURY 1 ist a do not anticipate any. /, �i�tlfl the pl�►1$ ands eclfications are in IUI NI 't I EV-_Ia�P1 ENT _ ENERGY CODE COMPLIANCE 1 N i OT4""Once with the uildin properties. / ! /1 / ew state. g Codes of 2 Feasible alternatives have been considered They could lower the height of the house but because it doesn't 1 / have a cellar because of groundwater issues it would seem to be most feasible to put a fotn foot crawl space Il'©n Rod / up at the height of the house_ t� _ / SEPTIC PLOT PLAN y variance is substantial six teat seven inches and the height relief that's eight feet in excess is 11 1 T'Vesf Of Line 3- the requested varian deemed to be excessive but their are extenuating circumstances. ! i HAVE SEEN OR OBSERVED ALL OBJECTS SUCH AS HOUSES, WELLS, TREES, FENCES, ETC Page I aft ! Garden ,1 ` n�. SHOWN ON THIS DOCUMENT I HAVE PERSONALLY ' 1 1 !`j �f J NO TIC ,` MEASUREDT 1 AN' SE RTH ON THIS DIAGRAM, Page 2 of 2 ! KRAFT PAPER INSULATION ., 5.93f 11 ,1` /1 � TOWN OF QUEENSBURY SIGNATURE MUST BE COVERED BY f BUILDING & C EPT, __- _ DATE ' !VON-COMBUSTIBLE BARRIER Reviewed y• Rf ( -7 / Date: IS 'l b) Final approved plans should have dimensions and setbacks noted on the site planrsui-vey,floor plans c, .?#'fire / I / - 5 -. and elevation for the existing rooms and proposed rooms in the building and site improvements, 1 _ , I_ u-s � f c) Final approved plans, in compliance with the Site Plan, must be submitted to the Community 1 / / } Development Department before any further review by the Zoning Adminishator or Building and Codes personnel; S Town of Queensbury Planning Board d} Flie applicant must meet with Staff after approval and prior to issuance of Building Permit NOTICE and,or the beginning of any sue work; FOAM RESOLUTION-Grant Site Plan Approval e} Subsequent issuance ce of 1 further permit;,including building permits is dependent on compliance with / 1 ! INSULATION SIT PLAN 16-2017 MICHAEL&F_RIN GUSTKIi / p MUST BE F sI'16N' • this and all other conditions ofthn iesohttion; !` / / COVERED � t Tax Map ID:315.8-1-8/Property Address:129 Eagan Road%Zoning:W R t) As-built plans to certify that the site plan is developed according to the approved plans to be provided D C?Y A 15 MINUTEa e S prior to issuance of the certificate of occupancy; THERMAL w' y?" g) Resolution to be placed on final plans in its entirety and legible_ 1 / MAL BARRIER ` FAL The applicant has submitted an application to the Planning Board for Site Plan approval pursuant to Article 9 C EYIf z of the Town zoning Ordinance for: Applicant proposes to demolish a 970 sq ft.seasonal camp to construct a / j 1 / r� ` tr 2,008 sq.ft.year round residence. Project includes new septic,well and site grading. Pursuant to Chapter Motion seconded by John Shafer. Duly adopted this 28"day of March,2017 by die following vote: LOCATION _ ry, 179-6-060 of the Zoning Ordinance,projects within 50 fl.of 15%slopes shalt be subject to Planning Board / 6j ,v / 72 review and approval. AYES: Mr.Magowan,Mr.Ferone, Mr.Hunsinger,Mr.Shafer,Ms.White,Mr.Deeb,Mr.Traver Pursuant to relevant sections of the Town of Queensbury Zoning Code-Chapter 179-9-080,the Planning NOES: NONE � / / rr fit Board has determined that this proposal satisfies the requirements as stated in the Zoning Code; A / As required by General Municipal Law Section 239-m the site plan application was referred to the Warren � �j Planning Department for its recommendation; i County inn g p The Planning Board has reviewed the potential environmental impacts of the project,pursuant to the State Environmental Quality Review Act(SEQRA)and adopted a SEQRA Negative Declaration-Determination of'Non-Significance 1 t i gtk� / t pAriO i*aR a �}�py The Planning Board opened a public hearing on the Site plan application on 0 3/28120 17 and continued the // satoat-aa / as ERs� v sin (F public hearing to 03/28/20I7,when it was closed, The Planning Board has reviewed the application materials submitted by the applicant and all comments made at the public hearing and submitted in writing through and including t)3!28/2017; v, Tangte.as Stem. The Planning Boatel determines that the application complies with the review considerations and standards set forth in Article 9 of the Zoning Ordinance for Site Plan approval, MOTION TO APPROVE SITE PLAN i6-2017 MICHAEL&ERIN GUSTKE:.introduced by George ! / Ferone who moved for its adoption; 61 i �, „c o, Rtve�r's` azk�a0 ` �Illulol IYllhololllll 0:1I�IIdWl61 a ILIIIhJl1uJ11111 IY61WhIlllhlllll LIYIYtlil6�OIIYILIIIuW:wIJ Ilu.l Per the draft provided by staff conditioned upon the following conditions: SAD USTI(E� P f 'CAD FILE NAME 1} Waivers request granted: Site lighting, signage, topography, landscaping, traffic commercial KEY MAP � A eG CONCE T PLAN alterations,construction details,floor plans,soil logs,construction demolition and snow removal 3 / -SCREE 1" — 20'-0'„ _ �NO SCALE _ _ f . IIIIYIIIIoIh ulll�l ullY.thIILIIWIIlV161hutululllVIWIVVII 11111111141111141 11111U411I1110 AiL,1116111 Ali,llll lillil ldlk i t 2) Adherence to the items outhned in the follow-up letter sent with this resolution. - a) If application was referred to engineering,then engineering ff sign-o required prior to signature of / 7_oningtldministrataroftheapprovedpians; •` / THE SEAL BELOW IS AN ORIGINAL SEAL � DRAWN BY /j AND IS IN RED INK. ONLY SEALS IN RED INK Page oft ' .,. SHALL BE CONSIDERED TRUE ORIGINALS 7 - � DRAWING TITLE- - LL'illYUYlll.uuY:I LhdhLl,nhlrulJddJV41Yh4N4l d,ttllllllWu4WIl111uuuum nil Illlp�:tolllminldl,n.VVY:LL�I,u1,411�h(� Page 1 of 2 Phone: 518.761.822o I Fax: 518.745.44371742 Bay Road,Queensbury,NY 128041 www.queensbury.net T / Phone: 5i8.76a.822o i Fax: S18 745-4437 1 7'-.2 Bay Road,Queensbury,NY 12804 j www.queensbury.net 7 50 M T I S TI N G SfT N ( 4m , 315.8-1-8 RC-000306-2017 Gustke Michael > >DRAWING No. - 129 Eagan Road41 3 _ — - SFD w/FP DRAWER M 10 - I RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall G`c5�G� 134 Dix Avenue q- (, Glens Falls NY 12801 D C EE 0 V E P Voice 518 741 0268 Fax 518 741 0274 JUL 1 q 2019 Email ephall@nycap.rr.com TOWN OF QUEENSBURY Gustke Residence- Eagan Road BUILDING&CODES 22July2019 � -�ob -�k John O'Brien -Town of Queensbury Building Department 742 Bay Road Queensbury NY 12804 AS BUILT Re: Installation of New Sewage Disposal System At the above referenced project location this office observed the installation of the new 1,250 gallon septic tank and gravity bed. The corners of the gravity bed were turned to meet all minimum well separation requirements. These installations are acceptable to this office. If there are any questions please contact our office to discuss. Regards, atig$ ,/,‘""" Ethan Peter Hall Architect 1 - Generated by REScheck-Web Software Compliance- Certificate y ,.� . 9 IMA " ° F.ILE COPY , 14 Project Gustke. Residence N CL Energy Code: 2018 IECC !D Location: Glens Falls, New York i`='• j ' `l "'I, -1� M Construction Type: Single-family ;; I - - =_ i' ;i 9 Xl Project Type: New.Construction Conditioned Floor Area: 2,313 ft2 y i� ;I '� ,aWN 12 2 100, Glazing Area 11% Climate Zone: 6. (7635 HD.D) I O Permit Date: I r r. CD Permit Number: fr0. O Construction Site: Owner/Agent: Designer/Contractor: y 129 Eagan Road Mike.&.Erin Gustke. Ethan P. Hall Queensbury, NY 12804 . 129 Eagan Road Rucinski Hall Architecturl Queensbury, NY 12804 - 134 Diic Awe 315-317-6433 Glens Falls, NY 12801 -michaelgustke@gmaii.com ephall@nycap.rr.com Compliance: trade-off Compliance: 6.0%.Better Than Code Maximum UA: 218 Your UA: 205 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a'minimum-code home;, Envelope Assemblies Gross Area Cavity Cont. Assembly or U-Factor UA Ceiling 1: Raised or Energy Truss 1,169 49.0 0.0 0.020 23 Wall 1:Wood Frame, 16"o.c. 1,826 21.0 8.6 0.038 61 Door 1: Solid R EV I E D 68 0.320 22 Door 2: Glass Window 1:Wood Frame:Double Pane with Low--E 141 0.290 41 Basement Wall 1: Solid Concrete or Masonry 988 0.0 14.0 0.054 53 Wall height: 6.5' Depth below grade: 5.5' Insulation depth: 6.0' . Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has-been designed to meet the 2018 IECC requirements in REScchhecckk,V�lersion : REScheck-Web and to comply with the mandatory Item"— i REScheck Inspection Checklist. il�nJ Name-Title Signa Date Project Title: Gustke Residence Report date: 10/06/20 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection :Checklist Energy Code. 20.1.8 IECC Requirements: 100:0%were addressed directly in the REScheck software Text in the ".Comments/Assumptions" column is provided.by the user iri the.REScheck 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 Plans Verified Field Verified . # Pre-Inspection/Plan Review Complies? Comments/Assumptions & Req.ID Value Value', - 103.1, ;Construction drawings and . i❑Complies ;Requirement will be met. 103.2 documentation demonstrate i❑Does Not [PR1]1 - ;energy code compliance for the i Location on plans/spec:A- U ;building envelope.Thermal I❑Not Observable ;1 envelope represented on IDNot Applicable construction documents. I 103.1, ;Construction drawings and j❑Complies ;Requirement will be met. 103.2, documentation demonstrate - ;❑Does Not 403J ;energy code.compliance for Location on plans/spec:A- [PR3]1 ;lighting and.mechanical systems. I❑Not Observable ;p Systems serving multiple I❑Not Applicable ;dwelling units must demonstrate i ;compliance with the.IECC Commercial.Provisions. t i 302.1, ;Heating and cooling equipment is; Heating: ; Heating: ❑Complies ;Requirement will be met. 403.7 i sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 ;on loads calculated per ACCA Cooling: Cooling: :. ;Location on plans/spec:A= gj Manual)or other methods ; ; ❑Not Observable 1 Btu/hr Btu/hr ❑NotA licable {approved by the code,official. pp i Additional Comments/Assumptions: 1 High:Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Gustke Residence Report date: 10/06/20 Data filename: Page 2 of 9 . Section Plans Verified Field Verified # Foundation Inspection . Complies?; Comments/Assumptions & Req.ID Value Value. 402.1.1 :Conditioned basement wall. R ; R- ;❑Complies ;See the Envelope Assemblies [F04]1" insulation R-value.Where interior,' R R_ UDoes Not table for values, e ;insulation is used,verification ;may need to occur during .[]Not Observable -I Insulation Inspection, Not ; ;I]Not Applicable ; ;required in warm-humid locations;. in Climate Zone 3. ; 3012 Conditioned basement Wall 111Complies ;Requirement Will be met: [F05]1 ;insulation-installed per. I ❑Does Not ;manufacturer's instructions; Location on plans/spec:A- J❑Not Observable ;1 I ;❑Not Applicable 402:2.9 ;,Conditioned basement wall -ft ft ❑Complies :See the Envelope_Assemblies [F06]1 insulation:depth of burial dr ❑Does Not ;table for values. Aw ;distance from top of wall. pNot Observable . ❑Not Applicable, 303.2.1 ;A protective covering is installed '❑Complies ;Exception: Requirement is [F011]z ;to protect exposed exterior }❑Does Not not applicable. insulation and extends a v rriinimum.of 6 in. below grade: i❑Not Observable ,❑Not Applicable 403.9 ;Snow:--and ice:melting system '❑Complies :Exception: Requirement is [F012]2 controls installed. ❑Does Not !not applicable. J f ❑Not Observable I j❑Not Applicable Additional Comments/Assumptions:, 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact,(Tier 3) Project Title: Gustke Residence Report date: 10/06/20 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID Value Value 402.1.11 Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not table for values. [FRI]1 j e ;❑Not Observable ;❑Not Applicable 402.1:1, ;Glazing U-factor(area=weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not ;table for values. 4b2.3:3, 402.5 ,[]Not Observable [FR2]1 ;❑Not Applicable ; + 303.1.3 U-factors of fenestration•products; ;❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance I ;❑ with the NFRC test rocedure or I I. Does Not R , ;Location on plans/spec:A- ;taken from the default table. ❑Not Observable 1 I ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal.barrier ❑Complies ;Requirement will be met. [FR23]1 �installed per manufacturer's j❑Does Not J instructions. I Location on plans/spec:A- ,❑Not Observable ;1 i ;❑Not Applicable 402.4.3 ;Fenestration that is not site built ; ;❑Complies ;Requirement will be met. [FR20]1 .is listed and labeled as meeting I ;❑Does Not AAMA./WDMA/CSA 1011I.S.2/A440; 10) or has infiltration rates per NFRC ;,or Observable 400 that do not exceed code I }❑Not Applicable limits. j 402.4.5 ;IC-rated recessed lighting fixtures; ;❑Complies ;Exception: Requirement is [FR16]2 (sealed at housing/interior finish I❑Does Not !not applicable. and labeled to indicate s2.0 cfm I leakage at 75 Pa. !❑Not Observable ( [ Not Applicable 403.3.1 ;Supply and return ducts in attics ;❑Complies ;Exception: Ducts located [FR12]1 insulated >= R-8 where duct is. j❑Does Not completely inside the >=3 inches in diameter and>_ ;building envelope. R-6 where<3 inches.Supply and,1 ;❑Not Observable return ducts in other portions of i ;❑Not Applicable ;the building insulated >= R-6 for diameter>=3 inches and R-4.2 :for<3 inches in diameter. 403.3.2 :Ducts,air handlers and filter ' I❑Complies ;Requirement will be met. [FR13]1 :boxes are sealed with f ❑Does Not e ;joints/seams compliant with ; ;Location on plans/spec:A- International Mechanical Code or I❑Not Observable ,1 International Residential Code,as )❑Not Applicable applicable. : 403.3.5 ;Building cavities are not used as !❑Complies ;Requirement will be met. [FR15]3 iducts or, plenums. fDoes Not g, {❑ ;Location on plans/spec:A- f❑Not Observable ,1 I } ;[]Not Applicable 1 1111gh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Gustke Residence Report date: 10/06/20 Data filename: Page 4 of 9 Section Plans Verified Field Verified o Framing/- in . Complies? Comments/Assumptions & Req.ID Value Value Complies.- jDucts declared to be within the E I❑Complies: ;Requirement will be met. [FR28]3 conditioned space are either 1) ❑Does Not. . completely within the continuous l :Location on plans/spec:A- air barrier and UNot-within the building( Observable 1 thermal envelope,'2) buried :❑Not Applicable within ceiling insulation in {accordance with Section + i R403.3.6 and the air handler is located completely within the - continuous air barrier and within the building thermal envelope. i I and the duct leakage is<= 1.5 cfm/.100 square feet of i conditioned floor area served by i i the duct system,or 3)the ceiling j I l insulation R=value installed it I against_and above the insulated ; l duct>=to the proposed ceiling { 'Insulation.R-value,less the R- f value of the.insulation on the € 403.4 ;HVAC.piping conveying.fluids .R- R- ;❑Complies ;Exception: Requirement is [FR17]2 1 above 105°F or chilled fluids ;❑Does Not not applicable. v ;below 55 sF are insulated to>_R= 3 . . ❑Not Observable.; i ;❑Not Applicable. 403.4.1 ;,Protection of insulation on"HVAC j❑Complies Exception: Requirement is [FR24]1 piping. j 1❑Does Not :not applicable.. " 1 9 ;❑Not Observable ; I❑Not Applicable 403.5.3 !Hot water_pipes are insulated.to : R " . R- ;OComplies ;Exception: Requirement is [FR18]z >_R=3: I Does Not I not applicable. :❑Not Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are i❑Complies _ ;Requirement will be met: [FR19]2 i installed on all outdoor air ❑Does Not intakes and exhausts: l ;Location on plans/spec:A- i I❑Not Observable ,1 ❑Not Applicable Additional Comments/Assumptions: 1 Illigh Impact(Tier 1) 2 Medium.impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gustke Residence. Report date: 10/06/20 Data filename: Page 5 of 9 Section - Plans Verified . . Field Verified . # Insulation In Value Value Complies?: Comments/Assumptions & Req.ID 303.1 IAll installed insulation,is labeled. .( I❑Complies -;Requirement will be met. [IN13]2 (orthe.installed R-values 1❑Does Not J I;provided. ;❑Not Observable_ ❑Not Applicable . 402.1:1,- ;Wall insulation R-value. If this is a.; R= ; .R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2,of the ❑ Wood. ❑ Wood ❑Does Not table for values. 402.2:6 :wall insulation on themall ;❑ Mass ❑ Mass ,❑Not Observable [IN3]1 ;exterior,the exterior insulation ; re uirement applies FR10). ;❑ Steel ❑ Steel ;❑Not Applicable A q PP ( PP 303.2 ;Wall insulation is installed per. . ? ;❑Complies _ ;Requirement will be met. [IN4]1 i manufacturer's instructions. ❑Does Not Location on plans/spec:A- bNot Observable ❑Not Applicable . Additional Comments/Assumptions:- 1 High:Impact,(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact,(Tier 3) Project Title: Gustke Residence Report date: 10/06/20 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions - Value Value Complies?.. Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R=.value. R- . R- []Complies ;See the Envelope Assemblies 402.2.1; j❑ Wood ;❑ Wood i❑Does Not ;table for values. 402.2.2, 402.2.E ;❑ Steel ❑ Steel ;❑Not Observable [FI111 ;❑Not Applicable ; ; 303.1.1.1,;Ceiling insulation installed per ;❑Complies ;Requirement will be met. 303.2 ;manufacturer's instructions. I ElDoes Not [FI2]1 ;Blown insulation marked every Location on plans/spec:A= 1300 ft2. ;❑Not Observable ;1 ❑Not Applicable 402.2 Vented attics with air permeable i ;❑Complies ;Requirement will be met. [FI22]2 3 ;insulation.include baffle adjacent i ;ElDoes Not to soffit and eaye vents that i Location on plans/spec:A- ;extends over insulation. I[_-]Not Observable ;1 ;❑Not Applicable ; 402.2.4 :Attic access hatch and door R- R- ;EIComplies ;Requirement will be met. [FI3]1 insulation >_R-value of the ;❑Does Not ;adjacent assembly. Location on plans/spec:A- ; I❑Not Observable ;1. ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 :ach in Climate Zones 1-2, and UlDoes Not <=3 ach in Climate Zones M. ;Location on plans/spec:A- ❑Not Observable 1 ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air [FI27]1 .determine air leakage with ft2 ft2 ElDoes Not handlers are located within ;either: Rough-in test:Total - ;conditioned space. leakage measured with a f❑Not Observable pressure differential of 0.1 inch . ;❑Not Applicable ; w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of I ,test.Postconstruction test-Total j leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. ; 403.3:4 Duct tightness test.result of<=4 ; cfm/100 cfm/100 ;❑Complies Exception:All ducts and air [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ElDoes Not �handlers are located within <=3 cfm/100 ft2 without air conditioned space. handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ; ;E]Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated I !❑Complies ;Requirement will be met. [FI24]1 ;by manufacturer at<=26A of { ❑Does Not design air flow. i Location on plans/spec:A- i -tNot Observable ;1 !EINot Applicable 403.1.1 ;Programmable thermostats ❑Complies ;Requirement will be met. [FI9]2 ;installed for control of primary I 'ElDoes Not heating and cooling systems and j ❑Not Observable Location on plans/spec:A- initially set by manufacturer to i I ;1 !code specifications.. S ;❑Not Applicable 403.1.2 ;,Heat pump thermostat installed j ;❑Complies ;Exception: Requirement is [FI10]2 on heat pumps. 10Does Not not applicable. 1 I ;❑Not Observable i❑Not Applicable 403.5.1 Circulating service hot water ; I❑Complies Exception: Requirement is [FI11]2 'systems have automatic or I ;❑Does Not not applicable. accessible manual controls. a ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) j 3 1 Low Impact(Tier 3)� Project Title: Gustke Residence Report date: 10/06/20 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system; ;❑Complies ;Requirement will be met. [FI25]2 fans not part of tested and listed ;❑Does Not HVAC equipment meet efficacy i❑Not Observable :Location on plans/spec:A- land air flow limits per Table ❑Not Applicable ;1 R403.6.1. 403.2 Hot water boilers supplying heat: ; ❑Complies ;Exception: Requirement is [F126]2 through one-or two-pipe heating I iElDoes Not j not applicable. systems have outdoor setback I !control to lower boiler water ❑Not Observable �temperature based on outdoor ;❑Not Applicable temperature. 403.5.1.1 ;Heated water circulation systems ; I❑Complies ;Exception: Requirement is [FI28]2 ;have a circulation pump.The 1 �❑Does Not' ;not applicable. system return pipe is a dedicated j return pipe or a cold water supply []Not Observable pipe.Gravity.and thermos- l !❑Not Applicable ;syphon circulation systems are not present.Controls for circulating hot water system } I pumps start the pump with signal for hot water demand within the ; }occupancy. Controls I I automatically turn,off the pump } ;when water is in circulation loop is at set-poirit temperature and I 1 no demand for hot water exists,. I 403.5.1.2 ;Electric heat trace systems I❑Complies ;Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL j❑Does Not, not applicable. 515.Controls automatically ; adjust the energy input to the I❑Not Observable heat tracing to maintain the ;EINot Applicable desired water temperature in the piping. r 403.5.2 ;Demand recirculation water = ElComplies ;Exception: Requirement is [F130]2 :systems have controls that _ !❑Does Not not applicable. manage operation of the pump + { and limit the temperature of the ❑Not Observable water entering the cold water ;❑Not Applicable piping to<= 104°F. 403.5.4 ;Drain water heat recovery units 1 ❑Complies ;Requirement will be met. [F131]2 tested in accordance with CSA f ElDoes Not B55.1.Potable water-side Location on plans/spec:A- pressure loss of drain water heat ❑Not Observable 1 recovery units<3 psi for ;❑Not Applicable individual units connected to one } ;,or two showers. Potable water- ' side pressure loss of drain water heat recovery units< 2 psi for individual units connected to ; r three or more showers. I I 404.1 90%or more of permanent ElCornplies Requirement will be met. [FI6]1 fixtures have high efficacy lamps.I ❑Does Not []Not Observable ;Location on plans/spec:A- ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have I ;❑Complies :Requirement will be met. [FI23]3 no continuous pilot light. I ;❑Does Not ❑Not Observable Location on plans/spec:A- ., I � ,1 ❑Not Applicable 401.3 ;Compliance certificate posted. ; i❑Complies :Requirement will be met. [FI7]2 �❑Does Not ❑Not Observable I ❑Not Applicable 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gustke Residence Report date: 10/06/20 Data filename: Page 8 of 9 Section Plans Verified Field Verified . # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID .. T 303.3 ;Manufacturer manuals for ;lcomplies !Requirement will be met. [FI18]3 a mechanical and water heating ;❑Does Not i systems have been provided. f ;❑Not Observable ( ;❑Not Applicable . Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 I.Medium.impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gustke Residence Report date: 10/06/20 Data filename: Page 9 of 9 201 .8 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 29.00 Below-Grade.Wall 14.00 Floor MO Ceiling /Roof 49.00 Ductwork.(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window . 0.29 Door 0.32 CoolingHeating & Heating System: " Cooling System: Water Heater: Name: Date:. Comments j Fire Code Compliant www.openjoist.com Spans to 32 Feet Job Site Trimmable Individually Tested Warrantied Floor System Best Span-To-Cost Ratio where A product of Allegheny • • • THIS ' Floor Truss Innovation OPEN JOIST relies on the same proven engineering principles E that give superior strength to open web floor trusses. But OPEN JOIST goes beyond...eliminating steel plates that interfere with mechanical systems installation and add excessive weight...making it possible to trim trusses to fit K- at the job site—and testing every truss to more than twice its required strength before it ships from the factory. OPEN JOIST's unique finger-jointed connections are fused j with adhesives that exceed building code fire endurance ` requirements. These adhesives remain stable under the most rigorous conditions and are waterproof. They replace heavy _ steel connector plates that can snag mechanicals,injure installers and consume significant energy when produced. Faster and Stronger Open web access allows faster installation of mechanical,electrical and plumbing systems.Because these systems can be hidden in the floor/ceiling envelope,building design options are expanded. OPEN JOIST's superior strength allows long clear span designs. This strength can also reduce costs through wider on-center spacing and the elimination of intermediate bearings. OPEN JOIST trusses boast the best strength-to-cost ratio of any engineered floor joist product. Trusses are available in six depths(9-1/4",11-7/8",1411'16",18"and 20")and can clear-span more than 31 feet. OPEN JOIST is engineered to produce maximum strength from the most efficient use of wood fiber...another reason OPEN JOIST gives builders the best cost option for floor framing. Faster Shipment OPEN JOIST floor trusses are already engineered and built to trimmable stock lengths so order turnaround is measured in days instead of weeks. Fire Code Compliant OPEN JOIST is certified for fire performance equivalent to 2X10's,qualifying as Exception 4 of IRC Sections R302.13(2015) and R501.3(2012)"Fire Protection of Floors". OPEN JOIST is the only engineered floor framing product qualifying as Exception 4 with no coating or cladding.No basement ceiling is required. Lifetime Warranty OPEN JOIST offers builders and residents peace of mind through a lifetime floor system warranty. lit `� � 7.+Lt-r.`�i -;;a9y`.►►::�:LlllilW("3�..ma.,a.�`-...►'Y A of 'cam'•—:�� � -'•Q STANDARD TRUSS CONFIGURATIONS ►'� / �� --� i Truss Depth Truss Length Chord Size&Grade 9-1/4" 3'thru 16' 3x2#2 9-1/4" 17'thru 20' 4x2 MSR 2100 11-7/8" 3'tnrt,17' 3x2#2 THROUGH-TRUSS CLEARANCES 11-7/8" 18'thru 19' -4x2#2 FOR MEP INSTALLATION 11-7/8" 20'thru 23' 4x2 MSR 2100 Type A Type B Type C 14" 3'thru 18' 3x2#2 14" 19'thru 21' 42#2 14" 22'thru 25' 4x2 MSR 2100 16" _ 3'thru 17' 3x2#2 16" 18'thru 22' 42#2 16" 23'thru 26' 4x2 MSR 2100 Truss Depth Type A Type B Type C 16" 27'thru 30' 4x2 MSR 2400 9-1/4' 3"x 9" 5"Diameter — N/A 181, 3'thru22' 4x2#2 181, 23'thru 27' 4x2 MSR 2100 11-7/8" 5-1/2"x 5-1/2" 6-1/2"Diameter 3"x 10" 18" 27'thru 31' 42 MSR 2400 14" 6-1/2"x 6-112" 8"Diameter i i4"x 12" 20" 3'thru 22' 4x2#2 16" 6"x 12" 10"Diameter 3"x 18" 20" 23'thru 28' 4x2 MSR 2100 18" 8"x 12" 11-112"Diameter 5"x 18" 20" 29'thru 32' 4x2 MSR 2400 ---------- 20" 10"x 12" 13-1/2"Diameter 7"x 18" Note: Special order trusses may be constructed with chord sizes and grades greater than those shown above. Trusses also feature large centered chase openings. See website for chase sizes. Clear Span Capabilities 'Because OPEN JOIST is a"stock"product,the length of an OPEN JOIST truss determines the size and grade of the chords for each truss(see"Standard Truss Configurations"table above). Maximum spans published in these charts may be limited by standard truss configuration. To find maximum clear span fora given truss depth in a given loading condition,refer to the bottom line of spans shown for that particular truss depth. NOTE:Clear spans shown on these charts are presented under the following conditions: (1)Bearing size varies and is determined by loading conditions,truss span and truss spacing;(2)"Strongback"bracing is not considered;(3)Assumes composite action with a single layer of nominal 3/a"wood sheathing glued and nailed or screwed;(4)Spans are clear distance between supports for uniformly loaded trusses and include allowable increases for repetitive member use. { 9-1/4"Depth Maximum Live Load Deflection-U360 and U480,1-1/z"Minimum Bearing Each End I O.C.Chord* Chord* Loading(PSF) 12" O.C. O.C. O.C. Size Grade Live .• .• :0 .• :0 .• :t .0 :0 3x2 #2 40 15 15'-9" 15'-9" 15'-9" 14'-11 15'-6" 14'-0" 14'-3" 12'-10" 4x2 MSR2100f1 40 15 19'-9" 19'-5" I 19'-1" 17'-3" 17'-11 16'-6" i 16'-11" - 3x2 #2 50 15 15'-9" 15'-3" 15'-3" 13'-9" 14'-3" 12'-10" 13'-2" 4x2 MSR2100`,' 50 15 19'-9" 1T-11" ii 17'-11 16'-4" j 16-11" -- -- -- 3x2 #2 100 15 13'-2" 11-11 11'-11" 10'-8" 11'-1" 9'-11" 9'-3" 8'-9" 11-'/8"Depth Maximum Live Load Deflection-U360 and U480,1.1/2"Minimum Bearing Each End O.C.Chord* Chord* Loading(PSF) 12"O.C. 16" • 3x2 #2 40 15 16'-9" 16'-9" 16'-9" 16'-9" 16'-9" 16'-8" 16'-9" 15'-2" - - 4x2 42 ! 40 15 18'-91, 18'-9" r 18'-9" 18'-9" 18'-9" 18'-7" 17'-2" 17'-2" 4x2 MSR 2100 40 15 22'-9" 22'-9" 22'-9" 21'-0" 21'-5" 19'-10" 19'-3" -- r, „ 3x2 #2 II 50 15 16'-9" 16'-9- , 16-9" 16'-5" I 16'-9" 15'-2" �i 15'-4" 14'-1" 4x2 #2 50 15 18'-9" 18'-9" 18'-9" 18'-5" 17'-8" 17'-3" 16'-3" -- 4x2 MSR 2100 i 50 15 22'-9" 21'S" 21'-5" 19'-8" 20'-3" — -- — 3x2 #2 100 15 15'-7" 14'-1' 13'-11 12'-9" 12'-3" 11 -11 10'-4" 10'-4" 4x2 #2 100 15 ;j 16'-11 Clear Span Capabilities Continued on Back Page Clear Span Capabilities 14"Depth Maximum Live Load Deflection-U360 and U480,1?/2'Minimum Bearing Each End D.C.Chord* Chord* Loading(PSF) 12'! O.C. • O.C. 3x2 #2 40 15 17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 16'4" 4x2 #2 3 40 15 20'-9" 20'-9" 20'-9" 20'-9" ! 20'-9" 19-10" I _- - - - -- - - - - - - j - -- - -- — - 4x2 MSR 2100 (( 40 15 24'-9" 24'-9" { 24'-8" 22'-9" 23'-5" 21'-2" 20'-10" 3x2 #2„ i E__. 50.. .._ . .__ 15 _�; 17'-9" . . _ 17'-9- #� 17'-9" 17'-T_ _'I I T-9" . - 16'-5" J 16'-4" ..._. _1.5,-3"_ 1 42 #2 50 15 20'-9" 20'-9" 20'-9" 19'-8" 19'-9" 18'-6" - - 4x2 MSR 2100 } 50 15 I 24'-9" 23'-2" !! 23'-2" 21'-0" 21'-10" 3x2 #2 100 15 16'-9" 15'-2" 14'-4" 13'-8" 12'-10" 12'-8" 10'-9" 10'-9" 4x2 #2 i 100 15 - - - F -- i 16"Depth Maximum Live Load Deflection-U360 and U480,1%"Minimum Bearing Each End Chord* O.C. O.C. O.C. O.C. 3x2 #2 40 15 16'-9" 16'-9" 16'-9" 16'-9" 16'-9" 16'-9" 16'-9" 16'-9" I 4x2 #2 — � --4-0 -- - - -- a --2-1'9" - - 21'9' 21`-9" !;- 21-'-9-"--- - 2-1-'--9-" 21'-9" 21'-9" ------- 42 MSR 2100 40 15 25'-9" 25'79" 25'-9" 25'-9" 25'-9" 25'-6" 25'-9" 22'-5" 4x2 MSR 2400.1 40 15 11 29'-9" 29'-8" ! 29'-9" - T27'-7" ,I 28'-5" - ! 26'-10" - 3x2 #2 50 15 16'-9" 16'-9" 16'-9" 16'-9" 16'-9" 16'-9" 16'-9" 16'-9" 4x2 #2 11 50 - -- 15 I 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 11 21'-9" 20'-10" 42 MSR 2100 50 15 25'-9" 25'-9" 25'-9" 25'-0" 25'-9" 22'-5" 23'-10" - 42 MSR 2400 50 15 ! 29'-9" 28'-2" !! 28'-3" - ; 26'-10" - - 3x2 #2 100 15 16'-9" 16'-9" 16'-8" 16'-8" 13'-6" 13'-6" 11'4" 11'4" 4x2 #2 100 — 15 -21A9 - 20'-10" 19'-1" 19'0" 16'-9" 15'9"_. - 4x2 MSR 2100 100 15 23'-3" 18"Depth Maximum Live Load Deflection-U360 and U480,1'/2"Minimum Bearing Each End Chord* ... O.C. • O.C. • I 4x2 #2 40 25 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" ! 25'-9" 25'-6" 25'-9" 25'-9" 25'-9" 25'-9"- $4x2 MSR 2100 �� 40 25 ;; 25'-9" 25'-9" 1, 4x2 MSR 2400 40 25 30'-9" 30'-9" 30'-9" 30'-8" 30'-9" 29'-0" 27'-8" 27'-0" 4x2 #2 { 100 25 !1 21'-9" 21'-9" 21'-8" 21'-8" 17'-8" 17'-8" 14'-8" 14'-8" -' - - - 4x2 MSR 2100 100 25 25'-9" 24'-10" - 4x2 MSR 2400 100 25 !, 27'-1" r li 20"Depth Maximum`Live Load Deflection-=-U360-and U480,1'/2"Minimum Bearing Each End ' LoadingChord* Chord* O.C. D.C. O.C. • + 42 #2 40 25 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" {i 4x2 MSR 2100 --40 - - --25 I 25'-9- 25'-9"_-- -25'-9"- — 25'-9"_J� 25'_9" 25'-6" 2_5'-9" 25'-9" 4x2 MSR 2400 40 25 31'-9" 31'-9" 31'-9" 31'-9" 31'-9" 31'-9" 27'-8" - 27'-8" j (( - 21'-9" 21'-9" r I 21'-8" 21'-5" �' 17'-8" - 17'-8" i i 14'-8" 14'-8" 4x2 #2 - !t- 100 - 25 - --- -- - - - F--- — }.- - _1.. - - 4x2 MSR 2100 100 25 25'-9" 25'-7" - - - -- - -- ! 4x2 MSR2404 100 25 28-8" 26-11" -- -- '; -- - -- -- Building Codes Compliance IAPMO has issued Evaluation Report ER-501 certifying OPEN JOIST floor trusses for use within requirements of the 2009,2012 and 2015 International Building Code and the 2009,2012 and 2015 International Residential Code. cLq IAPMO has issued Evaluation Report ER-480 certifying equivalent fire performance to 2 inch by 10 inch nominal dimension ����� • �"L7 solid sawn lumber,recognizing installation without a membrane in accordance with Exception 4 to the 2015 IRC Section WHERE SPEED MEETS STRENGTH R302.13 or Section R501.3 of the 2012 IRC. Ali Technical and Sales Inquiries 724-867-1100 www.OpenJoist.com fMALLEGHEIR ` '► '' µ s °' VI/here speed meets strength. 5-rRUGTd1RAL CDtV'IP NEMS - Product Features Span Charts 9-1/4"Truss Depthry .= ► Installation 11-718"Truss Depth -s, +a,.�„ Information 14"Truss Depth _ ' 16"Truss Depth E ►i>F-z=- "r" :�ll 18"Truss Depth � � �""`""" Technical 20"Truss Depth - Information Code Compliance 9-1/4"Truss Depth* Scaled Joist Profiles Floor Performance 9-1/4"Depth Maximum Live Load Deflection(L/360&U480, 1-1/2"Minimum Bearing Each End) Span Charts Chord*Size Chord"Grade Loading(PSF) 12"o.c. 16"O.C. 19.2"o.c. 24"o.c. Uniform Load Tables Live Dead L/360 L/480 L/360 L/480 L/360 L/480 U360 L/480 Fire/Sound 3x2 #2 40 15 15'-9" 15'-9" 15'-9" 14'-11" 15'-6" 14'-0" 14'-3" 12'-10" Plan Specifications 4x2 MSR 2100 40 15 19'-9" 19'-5" 19'-1" 17'-3" 17'11" 16'-6" 16'-11" Design Software 3x2 #2 50 15 15'-9" 15'-3" 15'-3" 13'-9" 14'-3" 12'-10" 13'-2" News Room 4x2 MSR 2100 50 15 19'-9" 17'-11" 1T-11" 164" 16-11" 3x2 #2 100 15 13'4" 11'-11", 11'-11" 10'-8" 11'-1" 9'-11" 9'-3" 8'-9" Literature 11-7/8"Truss Depth* Environmental 11-7/8"Depth Maximum Live Load Deflection-(U360&U480, 1-1/2"Minimum Bearing Each End) Contact Us Chord*Size Chord' Grade Loading(PSF) 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. Live Dead L/360' U480 U360 L/480 L/360 L/480 U360 L/480 Home 3x2 #2 40 15 16-9" 16'-9" 16'4" 16'-9" 16'-9" 16'-8" 16'-9" 15'-2" 4x2 #2 40 15 18'-9" 18'-9" 18'4" 18'-9" 18'-9" 18'-7" 17'-2" 17'-2" 4x2 MSR 2100 40 15 22'-9" 22'-9" 22'4" 21'-0" 21'-5" 19'-10" 19'-3" 3x2 #2 50 15 16'-9" 16'-9" 16'4" 16'-5" 16'-9" 15'-2" 14'-l" 14'-1" 4x2 #2 50 - 15 18'-9" 18'-9" 18'-9" 18'-5" 17'-8" 17'-3" 15'4" 14'-l" 4x2 MSR 2100 50 15 22'-9" 21'-5" 21'-5" 19'-8" 20'-3" 16'-3" 3x2 #2 100 15 15'-7" 14'-1" 13'-11" 12'-9" 12'-3" 11'-11" 10'-4" 10'4" 4x2 #2 100 15 16'-11" Top of Page 14"Truss Depth* 14"Depth Maximum Live Load Deflection-(U360&U480, 1-1/2"Minimum Bearing Each End) Chord"Size Chord*Grade Loading(PSF) 12"o.c. 16"o.c. 18.2"o.c. 24"o.c. Live Dead L/360 1-/480 L/360 L/480 L1360 L1480 L/360 L/480 3x2 #2 40 15 17'-9" 17'-9" 17'-9" 17'-9" 17'4" 17'4" 17'4" 16'-4" 4x2 #2 40 15 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 19'-10" 18'-9" 18'-5" 4x2 MSR 2100 40 15 24'-9" 24'-9" 24'-8" 22'-9" 23'-5" 21'-2" 20'-10" 3x2 #2 50 15 17-9" 17'-9" 17'-9" 17'-7" 17'4" 16'-5" 16'-4" 15'-3" 4x2 #2 50 15 20'-9" 20'-9" 20'-9" 19'-8" 19'-9" 18'-6" 4x2 MSR 2100 50 15 24'-9" 23'-2" 23'-2" 21'-0" 21'-10" 3x2 #2 100 15 16'-9" 15'-2" 14'-4" 13'-8" 12'-10" 12'-8" 10'-9" 10'-9" 4x2 #2 100 15 18'-4" 16"Truss Depth* 16"Depth Maximum Live Load Deflection-(U360&U480, 1-1/2"Minimum Bearing Each End) Chord*Size Chord*Grade Loading(PSF) 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. Live Dead U360 L/480 L/360 L/480 L1360 L/480 U360 L/480 3x2 #2 40 15 16-9" 16'4" 16'-9" 16'-9" 16'-9" 16'-9" 16'-9" 16'-9" 4x2 #2 40 15 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'4" 21'-9" 4x2 MSR-21:0.040 1.5, 25'-9" 25'-9" 25_9� 25'=9'! 25'-9" 25'-6" 25'-9" 22'-5" 4x2 MSR 2400 40 15 29'-9" 29'-8" 29'-9" 27'-7" 28'-5" 26-10" 3x2 #2 50 15 16'-9" 16'-9" 16'-9" 16'-9" 16'-9" 16'-9" 16'-9" 16-9" 4x2 #2 50 15 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 20'-10" 4x2 MS132100 50 15 25'-9" 25'-9" 25'=9.'; 25-O'! 25'-9" 22'-5" 23--10" 4x2 MSR 2400 50 15 29'-9" 28'-2" 28'-3" 26-10" 3x2 #2 100 15 16'-9" 16-9" 16'-8" 16-8" 13'-6" 13'-6" 11'-4" 11'-4" 4x2 #2 100 15 21'-9" 20'-10" 19'-1" 19'-0" 16'-9" 15'-9" 4x2 MSR 2100 100 15 23'-3" 18"Truss Depth* 18"Depth Maximum Live Load Deflection(U360&U480, 1-1/2"Minimum Bearing Each End) Chord"Size Chord*Grade Loading(PSF) 12"o.c. 16"O.C. 19.2"o.c. 24"o.c. Live Dead L/360 U480 U360 1-/480 U360 L/480 U360 U480 4x2 #2 40 25 21'-9" 21'4" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 4x2 MSR 2100 40 25 25'-9" 25'4" 25'-9" 25'-9" 25'-9" 25'-9" 25'-9" 25'-9" 4x2 MSR 2400 40 25 30'-9" 30'-9" 30'-9" 30'-8" 30'4" 29'-0" 27'-8" 27'-0" 4x2 #2 100 25 21'-9" 21'-9" 21'-8" 21'-8" 17'-8" 17'-8" 14'-8" 14'-8" 4x2 MSR 2100 100 25 25'-9" 24'-10" 4x2 MSR 2400 100 25 27'-l" 20"Truss Depth* 20"Depth Maximum Live Load Deflection(U360&U480, 1-1/2"Minimum Bearing Each End) Chord*Size Chord*Grade Loading(PSF) 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. Live Dead U360 U480 L/360 1-/480 L1360 L1480 U360 U480 4x2 #2 40 25 21'4" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 4x2 MSR 2100 40 25 25'-9" 25'-9" 25'-9" 25'-9" 25'-9" 25'-9" 25'-9" 25'-9" 4x2 MSR 2400 40 25 31'-9" 31'-9" 31'-9" 31'-9" 31'-9" 31'-9" 27'-8" 27'-8" 4x2 #2 100 25 21'4" 21'-9" 21'-8" 21'-5" 17'-8" 17'-8" 14'-8" 14'-8" 4x2 MSR 2100 100 25 25'4" 25'-7" 4x2 MSR 2400 100 25 28'-8" 26-11" Top of Page • View details on fire resistance assemblies for one and two hour endurance. *Because OPEN JOIST is a"stock"product,the length of an OPEN JOIST truss determines the size and grade of the truss'chords(see table below).Maximum spans published on the chart above may be limited by standard joist configuration.To find maximum clear span for a given truss depth in a given loading condition,refer to the bottom line of spans shown for that particular truss depth. • NOTE:Clear spans shown on this chart are presented under the following conditions:(1)Bearing size varies and is determined by loading conditions,truss span and truss spacing; (2)"Strongback"bracing is not considered; (3)Assumes composite action with a single layer of 3/4" wood sheathing glued and nailed or screwed; (4)Spans are clear distance between supports for uniformly loaded trusses and include allowable increases for repetitive use members. • Special Engineering Note: Open Joist trusses may be manufactured with components that provide increased structural values that may exceed the performance levels indicated in these charts. ii r BUILDING{PLANNING y fireblocking in walls constructed using parallel rows of 3. Portions of floor assemblies shall be permitted to be j studs or staggered studs. unprotected where complying with the following: { R302.11.1.2 Unfaced fiberglass. Unfaced fiberglass 3.1. The aggregate area of the unprotected por- batt insulation used as fireblocking shall fill the entire tions does not exceed 80 square feet(7.4 in) cross section of the wall cavity to a height of not less per story. than 16 inches (406 min) measured vertically. Where 3.2. Fireblocking in accordance with Section piping,conduit or similar obstructions are encountered, R302.11.1 is installed along the perimeter of the insulation shall be packed tightly around the the unprotected portion to separate the obstruction. unprotected portion from the remainder of R302.11.1.3 Loose-fill insulation material.Loose-fill the floor assembly. insulation material shall not be used as a fireblock c.4,-Woo_d. floor assemblies using=dimen`sion�luinber or E unless specifically tested in the form and manner °structural composite lumber equal to or greater than :� intended for use to demonstrate its ability to remain in 2-inch by 10-inch (50.8 min by 254 mm) nominal'+i place and to retard the spread of fire and hot gases. dimension, or other approved floor assemblies { R302.11.2 Fireblocking integrity. The integrity of fire- demonstrating-equivalent.fire,performance.- T blocks shall be maintained. R302:14=Cornbustible insulation clearance. Combustible 1R3021_!::DjaftsG;fpi In combustible construction where insulation shall be separated not less than 3 inches (76 min) there is usable space both above and below the concealed from recessed luminaires, fan motors and other heat-produc- space of a floor-ceiling assembly,draftstops shall be installed ing devices. so that the area of the concealed space does not exceed 1,000 Exception: Where heat-producing devices are listed for square feet (92.9 m). Draftstopping shall divide the con- lesser clearances, combustible insulation complying with cealed space into approximately equal areas. Where the 3the listing requirements shall be separated in accordance assembly is enclosed by a floor membrane above and a ceil- with the conditions stipulated in the listing. ing membrane below, draftstopping shall be provided in floor-ceiling assemblies under the following circumstances: Recessed luminaires installed in the building thermal envelope shall meet the requirements of Section N1102.4.5 of 1. Ceiling is suspended under the floor framing. this code. 2. Floor framing is constructed of truss-type open-web or perforated members. -l30Z�s 12 a'_$ rial-s�1Dra'fisto m materials shall be not SECTION R303 ess than '/2 inch (12.7 min) gypsum board, '/,-inch (9.5 LIGHT,VENTILATION AND HEATING min) wood structural panels or other approved materials R303.1 Habitable rooms. Habitable rooms shall have an adequately supported.Draftstopping shall be installed par- aggregate glazing area of not less than 8 percent of the floor allel to the floor framing members unless otherwise area of such rooms. Natural ventilation shall be through win- approved by the building official. The integrity of the dows,skylights,doors,louvers or other approved openings to draftstops shall be maintained. the outdoor air. Such openings shall be provided with ready R302.13 Fire protection of floors.Floor assemblies that are access or shall otherwise be readily controllable by the build- not required elsewhere in this code to be fire-resistance rated, ing occupants.The openable area to the outdoors shall be not shall be provided with a '/Z inch (12.7 min) gypsum wall- less than 4 percent of the floor area being ventilated. board membrane, % inch (16 min) wood structural panel Exceptions- membrane, or equivalent on the underside of the floor fram- 1. The glazed areas need not be openable where the ing member. Penetrations or openings for ducts, vents, elec- opening is not required by Section R310 and a trical outlets, lighting, devices, luminaires, wires, speakers, whole-house mechanical ventilation system is drainage,piping and similar openings or penetrations shall be installed in accordance with Section M1505. permitted. 2. The glazed areas need not be installed in rooms Exceptions: where Exception 1 is satisfied and artificial light is 1. Floor assemblies located directly over a space pro- provided that is capable of producing an average tected by an automatic sprinkler system in accor- illumination of 6 footcandles (65 lux) over the area dance with Section P2904, NFPA 13D, or other of the room at a height of 30 inches(762 min)above approved equivalent sprinkler system. the floor level. 2. Floor assemblies located directly over a crawl space 3. Use of sunroom and patio covers,as defined in Sec- not intended for storage or for the installation of tion R202,shall be permitted for natural ventilation if fuel-fired or electric-powered heating appliances. in excess of 40 percent of the exterior sunroom walls are open,or are enclosed only by insect screening. WA:ir-Tite Insulation Systems, Inca 19 Tanglewood,Drive Phone:51:8-361-3678 South Glens Falls;N.Y. 12803 Fax:5 1 8492-2 1 58 . E-mail::airtitein"ulation@adelphia.net September 15,2021 Mike'Gustke 129 Eagan Road -Queensbury,N.Y. 12904 a Job: Insulation Report for 129 Eagan Road, Queensbury,N.Y. Mike, The following closed cell foam insulation was installed at-the above project: • Sprayed wood framed walls with a minimum of 3"(R-22). • Sprayed all poured concrete walls with-2" (R-15.). If you need.any additional information,please do not hesitate to ask. Thank you. Sincerely, Kevin Lingel. President