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RC-000771-2017 TOWN OF QUEENSBURY 742 Bay Road, Queensbury,NY 12804-5904 (518)761-8201 - Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: RC-000771-2017 Date Issued: Monday, May 7, 2018 This is to certify that work requested to be done as shown by Permit Number RC-000771-2017 has been completed. Tax Map Number: 308.12-1-29 Location: 7 WOODEN LN Owner: Michaels Group Homes, LLC Applicant: Michaels Group Homes, LLC This structure may be occupied as a: SFD w/gas FP 1998 s.f. Garage 621 s.f. By Order of Town Board Lot 29 TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, YYY Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. 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-000771-2017 Tax Map No: 308.12-1-29 Permission is hereby granted to: Michaels Group Homes,LLC For property located at: 7 WOODEN LN 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 TVDe of Construction Owner Name: Michaels Group Homes,LLC Single Family-New $260,000.00 Owner Address: 1 Marion Way Total Value $260,000.00 Mechanicville,NY 12118 Contractor or Builder's Name/Address Electrical Inspection Agency Michaels Group Homes,LLC 1 Marions Way Mechanicville,NY 12118 Plans&Specifications SFD w/gas FP 1998 s.f. Garage 621 s.f. Lot 29 $1,392.75 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,December 27,2018 (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 Queens /JWed a ecember 27,2017 SIGNED BY: for the Town of Queensbury. v Director of Building&Code Enforcement uT-iice use univ Periciit#: ��- -DM2o `7 PRINCIPLE STRUCTURE PERMIT Permit Fee: $ �y2 7S APPLICATION Town of Queensbury QQ * !a Rec Fee: $ 1,:5C 742 Bay Road,Queensbury,IVY 12804 C P: 518-761-8256 www.queensburv.net Invoice#: � � �5r Project Location: 7 WCCA>My L 1 Tax Map ID #: 3C, Z - 1 '94 Subdivision Name: Dy ��-A`'��C-') *TOWN BD. RESOLUTION 86-2013: $850 recreation fee for ne-v ;AnFw. IN fEi i iplexes/two-family, multiple family, apartments, condominiums,townhouses, and/or n Lractured &'moddlar li � , but not mobile homes. This Is In addition to the permit fee(s). DEC 14 2017 CONTACT INFORMATION: a TOWN OF QUEENSBURY BUILDING&CODES Applicant: Name(s): VAtCA-tt-A5-S CATZ0 X;;' A40M—VS, LLC- Mailing Address, C/S/Z: I WXY, 1'�1 4pu�Lutc-t- 1�1Y 'Ztt� Cell Phone: ( 5V6 ) 89q • ta31 I Land Line: ( 's�� 1 �"�`t• to3t I Email: -J'R�ti11�'Cz e MrG tn-�•'d.S C, .Ls�f-1 Primary Owner(s): Name(s): --P*-t.P- Ins• t-r--'u*c- Mailing Address, C/S/Z: Cell Phone: ( Land Line: ( l Email: • Contractor(s): Business Name: 5 = tas 4�crtG Contact Name(s): Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: Email: i Arch itect(s)LEnaineerU. Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: ( '�►� 43�t9• Z4�Z Land Line: ( ) Email: Contact Person for Building & Code Compliance: Cell Phone: ) 65-1.31444 Land Line: ( ) Email: •'i'U=)CA,-= lcio e Cct-A Town of Queensbury Building&Code Enforcement Principle Structure Application Revised February 2017 PROJECT INFORMATION: TYPE: Commercial X. = :id- .:: .I WORK CLASS: X Single-Family Two-Family _Multi-Family(#of ) Townhouse Business Office Retail Hotel/Motel IndustrialANarehouse Garage(#ofcars j Other(describe ) STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 1sT floor: t,g9cb � 11 floor: b'Z1 t# 2"d floor: 2"d floor: 31 floor: Total square feet: 4"1 floor: Total square feet: 1 ,r-mcb tp ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ 2. Proposed use of the building: kt V:P"1 'e rZA�E!5'_1>tn1X C�,—_ 3. If Commercial or Industrial, indicate the name of the business: 4. Source of Heat (circle one): 40 Oil Propane 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 NO 7. SITE INFORMATION: a. What is the dimensions or acreage of the parcel? b. Is this a corner lot? YES c. Will the grade be changed as a result of the construction? YES NO d. What is the water source? 09EDPRIVATE WELL e. Is the parcel on SEWER or a PRIVATE SEPTIC system? Town of Queensbury Building&Code Enforcement Principle Structure Appication Revised February 20Ti DECLARATION: 1. 1 acknowledge that no construction shall commence prior to issuance of a valid b u i Iding permit and work will be completed within a 12 month period. 2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. 1 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. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: >^ �n�, ) `-Cl 6 SIGNATURE:I -� f `� DATE: z / Town of Queensbury Building&Code Enforcement Principle Structure Application Revised February 2017 FUEL BURNING APPLIANCE & Office Use only 4a CHIMNEY APPLICATION Permit#: Permit Fee:$ town o(QyccnsburY 742 Ray Road,Queensbury, NY 12804 Invoice:#: P: 518-761-8256 www.gueensbury.net Project Location: -7 `-N+1== Tax Map ID#: Room of Install: C.11rjE11,V% Planned Install Date: **ONE APPLICATION PER APPLIANCE** CONTACT INFORMATION: • Applicant: Name(s): MltC4fts&� C-1;zXx_P- Lk-c- Mailing Address, C/S/Z: 1 MAfz%cAVS Wit.Y M=-T*V%.K'c\oL_LJE,, N`! )2A,a Cell Phone: 15te> ) E:rici Ac'Smel Land Line: E m a i 1: J cl Pdm-f.C00-A • Primary Owner(s): Name(s): � P'E04 Mailing Address, C/S/Z: Cell Phone: _( ) Land Line: _( ) Email: • InstallerZBuilder: Business Name: it Contact Name(s): ctwer% Mailing Address, C/S/Z: 1'7�.® '2.Zors Cell Phone: _( 5tR ) $%d=t.'4kP=> Land Line: _( ) Email: Contact Person for Building & Code Compliance: Cell Phone: ( 5%1;6 ) ';�>;51 •'_A44- Land Line: _( ) Email: -1 (S� tZ!$*A Fuel Burning Appliance 8;Chimney Application Revised March 2017 FUEL BURNING APPLIANCE INFORMATION: TYPE OF DEVICE: Stove _Fireplace Insert '* Fireplace —Fuel Fired Equipment (Garage Only, 18" clearance per IMC 304.3) X Fireplace, factory built** **Manufacturer's name: Hcy-i l- CrLc�, Model #: UL-Scoee) SOURCE OF HEAT: Wood _Coal _ Pellet �4 Gas CHIMNEY INFORMATION: _ Masonry: block brick stone _ Flue: tie _steel size, in inches _Material*: double-wall _triple-wall_insulated (*Manufacturer's name: Model #: ) ADDITIONAL INFORMATION: 1. Two inspections are required. A rough-in inspection, prior to installation and a final inspection, after installation. 2. Manufacturer's installation manual must be available at the time of inspection. 3. Masonry fireplaces &chimneys require plans to be submitted. 4. Twenty-four(24) hour notification is required for inspections. Declaration:Construction/installation must conform to NYS Fire Prevention & Building Code and/or manufacturer requirements. The applicant or owner agrees to comply with all applicable laws,ordinances, regulations and all conditions that are part of these requirements and also will allow the inspector to enter the premises to perform the required inspections. I have read and agree to the above: PRINT NAME: SIGNATURE: �`� t= °= ' �— DATE: 2 ef lj,7 Fuel Burning Appliance &Chimney Application Revised March 2017 3 ` SEPTIC DISPOSAL PERMIT APPLICATION office Use Only 742 Bay Road,Queensbury,NY 12804 r,,,,,,.r cgrccnnun p;518-761-8256 www. ueensbury.ne# Permit#: Tax Map ID#: Permit Fee:$ ; Invoice#: Project Location: Septic Variance? Yes No Primary Owner(s) M\C*{p c— C.(TZEL--V-' }-y , L 1 f Mailing Address t IAA4=AC,IyS 1Z-tI� Phone & Email kla> �� _�e�jti e MI GNA�3 SCAR �. ccs Installer/Builder �CGasgA;; }NLct Mailing Address ,yon , *4- uS K. e ,Z�b39 Phone & Email 'v5\tb .-7 4-7,�1-2-v7 1 Engineer tS4h-C.F 'E1AC.o*,?ra._ ► P.c.• Mailing Address 1(CPI Ht*41LlttV::) Tz.> c ep, i sY 1Z 4 Phone & Email '511:6 .743 • q-q�C�, Contact Person for Building&Code Compliance: 'rC)t y Phone: 5!� •a�-7 •�Z44 RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes o 1980 or older Installed? (circle one) _r 1981-1991 Spa or Hot Tub Yes No Installed? (circle one) 1992-Present PARCEL INFORMATION: Topography X Flat Rolling Steep Slope %Slope Soil Nature ' Sand Loam Clay Other Groundwater At what depth? Bedrock/Impervious material At what depth? Domestic Water Supply ��Municipal _Well (if well, water supply from any septic system absorption is_ft.) Percolation Test Rate: per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size I/ILLL gallons(min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone Total length L2-c- ft.; Each Trench ft. Seepage Pit with#3 stone How many: ;Size: Alternative System Bed or other type: 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 Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: "` /;,o~ 5 DATE: 7 SIGNATURE: .- �� DATE: 7 Town of Queensbury Building&Code Enforcement Revised February 2017 Town of Queensbury Thomas R. Vary Ness Highway Superintendent Highway Home (518) 745-0929 Department David DueI1 742 Bay Road -Queensbury, NY12801 Deputy Highway Superintendent Phone: (518) 761-8211 FHome (518) 743-0938 Fax: (518) 745-4466 DRIVEWAY PERMIT DATE: k 21711-7 APPLICANT NAME: MIC+ij��s Cioyc > , LC. TELEPHONE NO.: 5►(25 -c6c�C,.b311 ADDRESS TO BE INSPECTED: �� RETURN ADDRESS: 1 N1D�¢u�NS Lit Iv1�1At�1�C�11u� N`/ ►Z11� Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( ) Preliminary Approval NEED: ( ) Slight swale ( ) Deep swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( ) 12" ( ) 15" ( ) 18" ( ) 24" ( ) 36" Preliminary inspection completed by: Date: Approval by Highway Supt: (or) Deputy Supt: Upon completion, please resubmit this approved permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected Date: Thomas R. Van Ness, Highway Superintendent David Duell, Deputy Highway Superintendent 0iiREScheck Software Version 4.5.2 Compliance Certificate N N ^ U OF N&�,� o J c� Project The Miller Resid p/� / �Q \��•° R�,��9y�� o E 47 Energy Code: 2015 IEC EC E � V E '." � � V ON (0 Location: Warren CJ11 New York J 0) DEC 14 2017 - a °' Construction Type: Single-fa �1�� Project Type: New Con n 0 \ 2� X86 a3 �c1 O CL Conditioned Floor Area: 1,998 ft 2 SFO fie' L N LL Glazing Area 18% TOWN OF QUEENSBURY � qOf` 6 (8499 N Climate Zone: BUILDING&CODES -- N U C Permit Date: 4 December, 2017 T_ M O Permit Number: C Q O LL Construction Site: Owner/Agent: Designer/Contractor: �"� N 0 7 Wooden Lane Michaels Group Homes, LLC Queensbury, NY Mechanicville, NY Compliance:Passes using UA trade-off Compliance: 5.5%Better Than Code Maximum UA: 325 Your UA: 307 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. Perimeter Ceiling: Raised or Energy Truss 1,998 38.0 0.0 0.025 50 Walls: Wood Frame, 24" o.c. 1,872 21.0 0.0 0.056 85 Mud #20: Solid 19 0.170 3 1x Home Office (H): Vinyl Frame:Double Pane with low-E 33 0.300 10 Entry#1: Solid 21 0.170 4 1x Bed #3 (H): Vinyl Frame:Double Pane with Low-E 33 0.300 10 1x Main Bath (BS): Vinyl Frame:Double Pane with Low-E 9 0.300 3 1x Bed#2 (H): Vinyl Frame:Double Pane with Low-E 33 0.300 10 2x Great Room (E): Vinyl Frame:Double Pane with Low-E 29 0.300 9 1x Great Room (R):Vinyl Frame:Double Pane with Low-E 27 0.300 8 Breakfast#7: Glass 40 0.300 12 2x Dining (C): Vinyl Frame:Double Pane with Low-E 21 0.300 6 1x Dining (H): Vinyl Frame:Double Pane with Low-E 33 0.300 10 1x Master Bed (H): Vinyl Frame:Double Pane with Low-E 33 0.300 10 1x Master Bath (AM): Vinyl Frame:Double Pane with Low-E 7 0.300 2 Ix Laundry (BS):Vinyl Frame:Double Pane with Low-E 9 0.300 3 Project Title: The Miller Residence Report date: 12/05/17 Data filename: F:\Share\Design\Res-Check\Burnt Ridge\7 Wooden Lane.rck Page 1 of 10 Gross Area Assembly or Cavity Cont. U-Factor UA I Basement Walls: Solid Concrete or Masonry 1,580 0.0 19.0 0.039 60 Wall height: 7.6' Depth below grade: 6.6' Insulation depth: 7.6' 1x Std Basement Window: Wood Frame:Double Pane with Low-E 2 0.300 1 2x 6030 Sliding Window: Vinyl Frame:Double Pane with Low-E 36 0.300 11 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 2015 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements list in the Scheck Inspection Checklist. 17 Name-Title Signature Date Project Title: The Miller Residence Report date: 12/05/17 Data filename: F:\Share\Design\Res-Check\Burnt Ridge\7 Wooden Lane.rck Page 2 of10 REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in 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. Sectifon Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Re `7D 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not ;403.7 energy code compliance for [PR311 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: The Miller Residence Report date: 12/05/17 Data filename: F:\Share\Design\Res-Check\Burnt Ridge\7 Wooden Lane.rck Page 3 of 10 Sen Plans Verified Field Verified & R ID Foundation Inspection I Value Value Complies? Comments/Assumptions %. _ 402.1.1 Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies [FO4]1 insulation R-value.Where interior R- R- ❑Does Not table for values. 4_4 insulation is used,verification may need to occur during ❑Not Observable Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies [FO511 insulation installed per ❑Does Not to manufacturer's instructions. [-]Not Observable ❑Not Applicable 402.2.9 Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [FO611 insulation depth of burial or ❑Does Not table for values. b distance from top of wall. ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies [F01112 to protect exposed exterior ❑Does Not insulation and extends a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable _ -- - - 403.9"` Snow-and ice-melting system ❑Complies [FO12 controls installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: -1-High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: The Miller Residence Report date: 12/05/17 Data filename: F:\Share\Design\Res-Check\Burnt Ridge\7 Wooden Lane.rck Page 4 of 10 a Section Plans Verified Field Verified # !Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3'4 ❑Does Not table for values. I[FR1]1 ❑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. 402.3.3, 402.3.6, ❑Not Observable 402.5 ❑Not Applicable [FR2]1 303.1.3 LI-factors of fenestration products 560es [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. []Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC []Not Observable 400 that do not exceed code ❑Not Applicable _ limits. _ 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish []Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not —]Not Observable ❑Not Applicable ;403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]3 above 105°F or chilled fluids ❑Does Not below 55 °F are insulated to >_R- 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies '[FR1811 >_R-3. ❑Does Not ❑Not Observable _,E].Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: The Miller Residence Report date: 12/05/17 Data filename: F:\Share\Design\Res-Check\Burnt Ridge\7 Wooden Lane.rck Page 5 of10 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: The Miller Residence Report date: 12/05/17 Data filename: F:\Share\Design\Res-Check\Burnt Ridge\7 Wooden Lane.rck Page 6 of 10 Section i Plans Verified Field Verified Insulation Inspection -- i Value Value Complies? Comments/Assumptions & R AD 303.1All installed insulation is labeled []Complies [IN13]2 or the installed R-values ❑Does Not provided. []Not Observable ❑Not Applicable :402.1.1, Wall insulation R-value. If this is a R- R- Elco mplies Seethe Envelope Assemblies 402.2.5, mass wall with at least 1/z of the ❑ Wood ❑ Wood []Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass [IN311 exterior, the exterior insulation []Not Observable requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN411 manufacturer's instructions. ❑Does Not j []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: The Miller Residence Report date: 12/05/17 Data filename: F:\Share\Design\Res-Check\Burnt Ridge\7 Wooden Lane.rck Page 7 of 10 Sec1)ion Plans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope assemblies 1402.2.1, ❑ Wood ❑ Wood []Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable [01.2.6 ❑Not Applicable i 303.1.1.1, Ceiling insulation installed per ❑Complies 1303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every 1 300 ft2. ❑Not Observable I ❑Not Applicable 1402 Vented attics with air permeable ❑Complies [F122 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 1402.2.4 Attic access hatch and door R- R- ❑Complies [F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4,1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [F]17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]l determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑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 test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. _ 403.3.2.1 Air handler leakage designated ❑Complies [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary []Does Not heating and cooling systems and initially set by manufacturer to [:]Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI 10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: The Miller Residence Report date: 12/05/17 Data filename: F:\Share\Design\Res-Check\Burnt Ridge\7 Wooden Lane.rck Page 8 of10 Section Final Inspection Provisions Plans ValueVerified Field ValueVerified Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 403. Hot water boilers supplying heat ❑Complies [FI26 through one-or two-pipe heating ❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5,•.2 Electric heat trace systems ❑Complies [FI29] comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403 5 Water distribution systems that ❑Complies [F130] have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls I that manage operation of the pump and limit the temperature of the water entering the cold water piping to 104°F. -- — --- - - - --- 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable 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 three or more showers. '404.1 75%of lamps in permanent ❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: The Miller Residence Report date: 12/05/17 Data filename: F:\Share\Design\Res-Check\Burnt Ridge\7 Wooden Lane.rck Page 9 of10 Secn 1 Plans Verified Field Verified & R ID Final Inspection Provisions i Value Value Complies? i Comments/Assumptions 401. ' Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 medium Impact(Tier2 3 Low Impact(Tier 3) Project Title: The Miller Residence Report date: 12/05/17 Data filename: F:\Share\Design\Res-Check\Burnt Ridge\7 Wooden Lane.rck Page 10 of 10 2015 IECC Energy Efficiency Certificate Insulation Rating Above-Grade Wall 21.00 Below-Grade Wall 19.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass& •.. , Window 0.30 Door 0.30 Cooling'Heating& Heating System: Cooling System: Water Heater: Name• Date: Comments 7 Wooden Ln HVAC Load Calculations �(] for v E The Michaels Group D TOBUN D N&CODES Y RHResIDEN nAL 1 HVAC L,QADs 308.12-1-29 RC-000771-2017 Michaels Groups Home LLC 7 Wooden Lane, Lot 29 SFD w/gas FP 1998 s.f., Gar. 621 s.f. Prepared By: Nick Abrunza Appolo Heating 868 Burdeck St Schenectady Ny 12306 Wednesday, December 06, 2017 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. I I i Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Appolo Heating Inc. 7 Wooden Ln Schenectady, NY 12306 Page 2 roject Report General Project Information _ Project Title: 7 Wooden Ln Designed By: The Michaels Group Project Date: Wednesday, December 06, 2017 Client Name: The Michaels Group Company Name: Appolo Heating Company Representative: Nick Abrunza Company Address: 868 Burdeck St Company City: Schenectady Ny 12306 'Design Data _ Reference City: Schenectady, New York Building Orientation: Front door faces Southeast Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 378 ft. Altitude Factor: 0,986 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter;; 1 0.31 n/a n/a 70 n/a Summer: 87 72 49% 50% 75 30 Check figures __ Total Building Supply CFM: 989 CFM Per Square ft.: 0.254 Square ft. of Room Area: 3,895 Square ft. Per Ton: 1,922 Volume(ft'): 32,808 Building Loads Total Heating Required Including Ventilation Air: 57,100 Btuh 57.100 MBH Total Sensible Gain: 21,468 Btuh 88 % Total Latent Gain: 2,848 Btuh 12 % Total Cooling Required Including Ventilation Air: 24,316 Btuh 2.03 Tons (Based On Sensible+ Latent) Notes vac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. i i I i I I i C:\User ' icka\Documents\Elite Software\Rhvac 9 Projects\?Wooden Ln.rh9 Wednesday, December 06, 2017, 4:05 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Appolo Heating Inc. 'A 7 Wooden Ln ['-Schenectady, NY 12306 V Page 3 LMiscellaneous Report System 1 Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry_Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 1 0.31 80% n/a 70 n/a Summer: 87 72 49% 50% 75 29.96 Duct Si n -Inputs Main Trunk Runouts Calculate. Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.280 AC/hr 0.150 AC/hr 153 CFM 82 CFM Infiltration Actual: 0.280 AC/hr 0.150 AC/hr Above Grade Volume: X 32,808 Cu.ft. X 32,808 Cu.ft. 9,186 Cu.ft./hr 4,921 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 153 CFM 82 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 13.02 = (1.10 X 0.986 X 12.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.09 = (0.68 X 0.986 X 29.96 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 7487 = (1.10 X 0.986 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.280 AC/hr(153 CFM), Construction: Average Summer Infiltration Specified: 0.150 AC/hr(82 CFM), Construction: Average I C:\UsersWcka\Documents\Elite Software\Rhvac 9 Projects\? Wooden Ln.rh9 Wednesday, December 06, 2017, 4:05 PM i M 9 - Elite Software Development,Inc. Rhvac-Residential&Light Commercial HVAC Loads Appolo Heating Inc. 7 Wooden Ln Schenectady, NY 12306 Page 4 Load Preview Report Nefi ft.i - Sen' La� Net, Sen Min! Min Sys Sysi Sys Scope ' Htgi Cig Htg1 Clgi A s Duo d Gai Gain Loss 1 Siz J II i l CFM( CFM CFMi CFM! CFM' P Ton /To Area Gain _ _ Building 2.03 1,922 3,895 21,468 2,848 24,316 57,100 752 989 752 989 989 System 1 2.03 1,922 3,895 21,468 2,848 24,316 57,100 752 989 752 989 989 12x1 Zone 1 3,895 21,468 2,848 24,316 57,100 752 989 752 989 989 12x1 1-Basement 2,025 2,434 659 3,093 17,555 231 112 231 112 112 2 2-Mud Room 98 911 54 965 2,167 29 42 29 42 42 1 3-Laundry 59 1,003 69 1,072 1,867 25 46 25 46 46 1 4-Master Bath 92 998 58 1,056 1,987 26 46 26 46 46 1 5-Wic 51 472 0 472 484 6 22 6 22 22 1-4 6-Master Bedroom 230 2,657 737 3,394 4,931 65 122 65 122 122 2-4 7-Dining 132 1,909 153 2,062 5,307 70 88 70 88 88 1-5 8-Kitchen 120 716 0 716 1,133 15 33 15 33 33 1-4 9-Pantry 30 418 0 418 284 4 19 4 19 19 1-4 10-Great Room 349 2226 72 2298 5,449 72 103 72 103 103 1-6 11-Home Office 164 1,839 103 1,942 3,773 50 85 50 85 85 1-5 12-Foyer 81 762 31 793 1,453 19 35 19 35 35 1-4 13-Bedroom 3 203 2267 447 2,714 4,833 64 104 64 104 104 1-6 14-Bath 1 83 935 41 976 1,650 22 43 22 43 43 1 15-Bedroom 2 177 1,922 424 2,346 4,227 56 89 56 89 89 1 1 I i C:\Users\nicka\Documents\Elite Software\Rhvac 9 Projects\7 Wooden Ln.rh9 Wednesday, December 06, 2017, 4:05 PM t �Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Appolo Heating Inc. 7 Wooden Ln I j Schenectady, NY 12306 Page 51 Duct Size Preview Duct Name Source ty ,ry9 Duct Htg j Clg j Act I Duct VeloN Veloc Factor L/104 Loss) Velocity Leno Flow( Flow i Flow I Size Room or Minim Maximu Ro h' Desi SP Duc System 1 Supply Runouts Zone 1 1-Basement Built-In 450 750 0.01 0.1 642.5 231 112 112 2 2-Mud Room Built-In 450 750 0.01 0.1 481.2 29 42 42 1-4 3-Laundry Built-In 450 750 0.01 0.1 529.7 25 46 46 1-4 4-Master Bath Built-In 450 750 0.01 0.1 527.1 26 46 46 1-4 5-Wic Built-In 450 750 0.01 0.1 249.2 6 22 22 1-4 6-Master Bedroom Built-In 450 750 0.01 0.1 701.5 65 122 122 2 7-Dining Built-In 450 750 0.01 0.1 645 70 88 88 1-5 8-Kitchen Built-In 450 750 0.01 0.1 378.2 15 33 33 1 9-Pantry Built-In 450 750 0.01 0.1 220.7 4 19 19 1-4 10-Great Room Built-In 450 750 0.01 0.1 522.4 72 103 103 1-6 11-Home Office Built-In 450 750 0.01 0.1 621.5 50 85 85 1- 12-Foyer Built-In 450 750 0.01 0.1 402.5 19 35 35 1-4 13-Bedroom 3 Built-In 450 750 0.01 0.1 531.9 64 104 104 1-6 14-Bath 1 Built-In 450 750 0.01 0.1 493.7 22 43 43 1-4 15-Bedroom 2 Built-in 450 750 0.01 0.1 451 56 89 89 1-6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 791.4 752 989 989 12x1 Summary System 1 Heating Flow: 752 Cooling Flow: 989 f I i i i! C:\Users\nicka\Documents\Elite Software\Rhvac 9 Projects\7 Wooden Ln.rh9 Wednesday, December 06, 2017, 4:05 PM FA hvac-Residential&Light Commercial HVACLoads Elite Software Development,Inc. ppolo Heating Inc. .' 7 Wooden Ln chenectady,NY 12306 / Page 6 -- ----------- Total Building Summary Loads Component Area Sen Lat Sen Total I Description Quan Loss Gain Gain Gain Pella Vinyl: Glazing-Pella Vinyl, u-value 0.31, SHGC 0.28 276.2 5,908 0 3,513 3,513 Fire Rated: Door-Fire Rated 21 406 0 135 135 Pella Slider: Door-Slider 40.8 845 0 282 282 Front Door TMG: Door-TMG Entry U-Value 0.19 21 275 0 92 92 12E-Obm: Wall-Frame, R-19 insulation in 2 x 6 stud 1333.8 9,480 0 1,154 1,154 cavity, no board insulation, brick finish, metal studs 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 1644 7,374 0 1,314 1,314 cavity, no board insulation, siding finish, wood studs 1613-38: Roof/Ceiling-Under Attic with Insulation on Attic 1869.6 3,356 0 2,284 2,284 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 21A-24: Floor-Basement, Concrete slab, any thickness, 2 2025 3,493 0 0 0 ' or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24'wide 19A-Otp: Floor-Over enclosed crawl space, No insulation 332.8 2,750 0 478 478 on exposed walls, sealed or vented space, passive, no floor insulation, tile or vinyl 19A-Ocp: Floor-Over enclosed crawl space, No insulation 1536.8 11,752 0 2,045 2,045 on exposed walls, sealed or vented space, passive, no floor insulation, carpet or hardwood Subtotals for structure: 45,639 0 11,297 11,297 People: 4 1,200 1,600 2,800 Equipment: 0 0 0 Lighting: 2200 7,502 7,502 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 153, Summer CFM: 82 11,461 1,648 1,069 2,717 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Total Building Load Totals: 57,100 2,848 21,468 24,316 Check Figures Total Building Supply CFM: 989 CFM Per Square ft.: 0.254 Square ft. of Room Area: 3,895 Square ft. Per Ton: 1,922 Volume(ft'): 32,808 Building Loads -- Total Heating Required Including Ventilation Air: 57,100 Btuh 57.1bo MBH Total Sensible Gain: 21,468 Btuh 88 % Total Latent Gain: 2,848 Btuh 12 % Total Cooling Required Including Ventilation Air: 24,316 Btuh 2.03 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACOA approved Manual J and Manual D computer program. Calculations are performed per RCCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. i I C:\U s\nicks\Documents\Eiite Software\Rhvac 9 Projects\7 Wooden Ln.rh9 Wednesday, December 06, 2017, 4:06 PM L Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Appolo Heating Inc. 7 Wooden Ln Schenectady,NY 12306 Page 23 System 1 Room Load Summary 1 Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Basement 2,025 17,555 231 2-4 643 2,434 659 112 112 2 Mud Room 98 2,167 29 1-4 481 911 54 42 42 3 Laundry 59 1,867 25 1-4 530 1,003 69 46 46 4 Master Bath 92 1,987 26 1-4 527 998 58 46 46 5 Wic 51 484 6 1-4 249 472 0 22 22 6 Master Bedroom 230 4,931 65 2-4 702 2,657 737 122 122 7 Dining 132 5,307 70 1-5 645 1,909 153 88 88 8 Kitchen 120 1,133 15 1-4 378 716 0 33 33 9 Pantry 30 284 4 1-4 221 418 0 19 19 I 10 Great Room 349 5,449 72 1-6 522 2,226 72 103 103 I 11 Home Office 164 3,773 50 1-5 621 1,839 103 85 85 12 Foyer 81 1,453 19 1-4 402 762 31 35 35 13 Bedroom 3 203 4,833 64 1-6 532 2,267 447 104 104 14 Bath 1 83 1,650 22 1-4 494 935 41 43 43 15 Bedroom 2 177 4,227 56 1-6 451 1,922 424 89 89 System 1 total 3,895 57,100_ 752 21,468 2,848 989 989 System 1 Main Trunk Size: 12x15 in. Velocity: 791 ft./min Loss per 100 ft.: 0.096 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total _ Tons Split Btuh Btuh Btuh Net Required: 2.03 88%/ 12% 21,468 2,848 24,316 Actual: 2.38 75%/25% 21,450 7,150 28,600 Equipment Data -- _ _ -� Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: ML195UH070XP36B-* 13ACXN030-230-** Indoor Model: C35-30/36B+TDR+TXV Brand: MERIT 90 LENNOX Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 13 SEER Sound: 0 0 Capacity: 64,000 Btuh 28,600 Btuh Sensible Capacity: n/a 21,450 Btuh Latent Capacity: n/a 7,150 Btuh AHRI Reference No.: n/a 8269471 I C:\Users\nicka\Documents\Elite Software\Rhvac 9 Projects\7 Wooden Ln.rh9 Wednesday, December 06, 2017, 4:06 PM 7 Wooden Ln HVAC Load Calculations for The Michaels Group I v vA I a REsIDT~'WnAL HVAC LOADS s Prepared By: Nick Abrunza Appolo Heating 868 Burdeck St Schenectady Ny 12306 Wednesday, December 06, 2017 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. i e ERa,c-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Heating Inc. 7 Wooden Ln ctady, NY 12306 > Page 2 Project Report General Project Information Project Title: 7 Wooden Ln Designed By: The Michaels Group Project Date: Wednesday, December 06, 2017 Client Name: The Michaels Group Company Name: Appolo Heating Company Representative: Nick Abrunza Company Address: 868 Burdeck St Company City: Schenectady Ny 12306 Design Data - Reference City: Schenectady, New York j Building Orientation: Front door faces Southeast Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 378 ft. Altitude Factor: 0.986 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 1 0.31 n/a n/a 70 n/a Summer: 87 72 49% 50% 75 30 Check Figures Total Building Supply CFM: 989 CFM Per Square ft.: 0.254 Square ft. of Room Area: 3,895 Square ft. Per Ton: 1,922 Volume(ft'): 32,808 Building Loads - Total Heating Required Including Ventilation Air: 57,100 Btuh 57.100 MBH Total Sensible Gain: 21,468 Btuh 88 % Total Latent Gain: 2,848 Btuh 12 % Total Cooling Required Including Ventilation Air: 24,316 Btuh 2.03 Tons (Based On Sensible + Latent) Notes ----- -- - Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. I I i N C:\Us s\nicka\Documen ts\Elite Software\Rhvac 9 Projects\7 Wooden Ln.rh9 Wednesday, December 06, 2017, 4:05 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. • Appolo Heating Inc. 7 Wooden Ln Schenectad , NY 12306 Page 3 [Miscellaneous Report System 1 Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 1 0.31 80% n/a 70 n/a Summer: 87 72 49% 50% 75 29.96 Duct Sizing Inputs_ Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.280 AC/hr 0.150 AC/hr 153 CFM 82 CFM Infiltration Actual: 0.280 AC/hr 0.150 AC/hr Above Grade Volume: X 32,808 Cu.ft. X 32,808 Cu.ft. 9,186 Cu.ft./hr 4,921 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 153 CFM 82 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 13.02 = (1.10 X 0.986 X 12.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.09 = (0.68 X 0.986 X 29.96 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 74.87 = (1.10 X 0.986 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.280 AC/hr(153 CFM), Construction: Average Summer Infiltration Specified: 0.150 AC/hr(82 CFM), Construction:Average I I I I i i C:\Us s\nicka\Documents\Elite Software\Rhvac 9 Projects\7 Wooden Ln.rh9 Wednesday, December 06, 2017, 4:05 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Appolo Heating Inc. 7 Wooden Ln Schenectady, NY 12306 Page 4 Load Preview Report Mini Min Sys Sys Sys Net ft.1 Sen Lat Ne Send I i Duel Htg; Clg Htgi Clgl Act Scope Ton /To Area Gain Gai Gai LossI Size CFM) CFM! CF Mi CFM; CFMj Building 2.03 1,922 3,895 21,468 2,848 24,316 57,100 752 989 752 989 989 System 1 2.03 1,922 3,895 21,468 2,848 24,316 57,100 752 989 752 989 989 12x1 Zone 1 3,895 21,468 2,848 24,316 57,100 752 989 752 989 989 12x1 1-Basement 2,025 2,434 659 3,093 17,555 231 112 231 112 112 2 2-Mud Room 98 911 54 965 2,167 29 42 29 42 42 1 3-Laundry 59 1,003 69 1,072 1,867 25 46 25 46 46 1 4-Master Bath 92 998 58 1,056 1,987 26 46 26 46 46 1-4 5-Wic 51 472 0 472 484 6 22 6 22 22 1-4 6-Master Bedroom 230 2,657 737 3,394 4,931 65 122 65 122 122 2-4 7-Dining 132 1,909 153 2,062 5,307 70 88 70 88 88 1-5 8-Kitchen 120 716 0 716 1,133 15 33 15 33 33 1--4 9-Pantry 30 418 0 418 284 4 19 4 19 19 1--4 10-Great Room 349 2,226 72 2,298 5,449 72 103 72 103 103 1-6 11-Home Office 164 1,839 103 1,942 3,773 50 85 50 85 85 1-5 12-Foyer 81 762 31 793 1,453 19 35 19 35 35 1-4 13-Bedroom 3 203 2267 447 2,714 4,833 64 104 64 104 104 1-6 , 14-Bath1 83 935 41 976 1,650 22 43 22 43 43 1 15-Bedroom 2 177 1,922 424 2,346 4,227 56 89 56 89 89 1-6 I 4 I I I I I C:\Us s\nicks\Documents\Elite Software\Rhvac 9 Projects\7 Wooden Ln.rh9 Wednesday, December 06, 2017, 4:05 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Appolo Heating Inc. 7 Wooden Ln Schenectady, NY 12306 Page 5 Duct Size Preview Room or Minimu Maximu � Roughl Desig SPi Duc Du Source i � f g { Htg ! Cig i Act. I Duct Duct Name i Velocity Velocity Factor; L/100 Loss} Velocity Lengtf? Flow I Flow i Flow i Size System 1 Supply Runouts Zone 1 1-Basement Built-in 450 750 0.01 0.1 642.5 231. 112 112 2 2-Mud Room Built-In 450 750 0.01 0.1 481.2 29 4242 1-4 3-Laundry Built-in 450 750 0.01 0.1 529.7 25 46' 46 1 4-Master Bath Built-In 450 750 0.01 0.1 527.1 26 46' 46 1-4 5-Wic Built-In 450 750 0.01 0.1 249.2 6 22 22 1-4 6-Master Bedroom Built-In 450 750 0.01 0.1 701.5 65 122 122 2 7-Dining Built-In 450 750 0.01 0.1 645 70 88 88 1-5 8-Kitchen Built-in 450 750 0.01 0.1 378.2 15 33 33 1-4 9-Pantry Built-In 450 750 0.01 0.1 220.7 4 19' 19 1 10-Great Room Built-In 450 750 0.01 0.1 522.4 72 103 103 1-6 11-Home Office Built-In 450 750 0.01 0.1 621.5 50 85 85 1-5 12-Foyer Built-In 450 750 0.01 0.1 402.5 19 35 35 1-4 13-Bedroom 3 Built-in 450 750 0.01 0.1 531.9 64 104 104 1-6 14-Bath 1 Built-In 450 750 0.01 0.1 493.7 22 43 43 1-4 15-Bedroom 2 Built-In 450 750 0.01 0.1 451 56 89 89 1-6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 791.4 752 989' 989 12x1 Summary System 1 Heating Flow: 752 Cooling Flow: 989 i i i 1 ;a i �l '1 ,I i I { CAUs s\nicka\Documents\Elite Software\Rhvac 9 Projects\7 Wooden Ln.rh9 Wednesday, December 06, 2017, 4:05 PM - " ^ Elite Software mo Schenectady, NY 12306 Page 6 �Appolo Heating Inc. 7 Wooden Ln Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain Pella Vinyl: Glazing-Pella Vinyl, u-value 0.31, SHGC 0.28 276 2 5,908 0 3,513 3,513 Fire Rated: Door-Fire Rated 21 406 O 135 135 Pella Slider: Door-Slider 40.8 845 U 282 282 Front Door TMG: Door-TMG Entry U'Va|ueO.1Q 21 275 U 92 92 12E-Obm� VVaU'Frame. R-19insulation in2x8stud 1333-8 9.480 0 1.154 1.154 oavib/, no board inou|aUon, brick finish, metal studs 12F-Osw: VVaU'F/ume. R'21insulation in2x8stud 1044 7.374 O 1.314 1.314 oavity, no board inou|aUon, siding finish,wood studs 16B-38: Roof/Cai|{ng-Under Attic with Insulation on Attic 1869.6 3.358 0 2.284 2,284 Floor(also use for Knee Walls and Partition Cei|ingo), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles nrDark Metal, Tar and Gravel or Membrane, R-38 insulation � 21A,24� Floor-Basement, Concrete slab, any thickness, 2 2025 3.493 O O O ormore feet below grade, noinsulation below floor, any floor cover, shortest aide uffloor slab in 24'vvide � 19A'Otp: Floor-Over enclosed crawl space, Noinsulation 3328 2.750 0 478 478 onexposed walls, sealed orvented space, passive, nofloor insulation, tile orvinyl 19A'Ucp: Floor-Over enclosed crawl space, Noinsulation 1538.8 11.752 O 2.045 2.045 | onexposed walls, sealed orvented space, passive, nofloor innu|ad n carpet or hardwood Subtotals for structure: 45.638 0 11.287 11.297 People: 4 1.200 1.600 2.800 Equipment: 0 O 0 Lighting: 2200 7.502 7.502 Ductwork: O 0 U O Infiltration: Winter CFM: 153. Summer CFM: 82 11'481 1.648 1.069 2.717 Ventilation: CRN� O SummerCFK�: 0 O 0 0 0 � � �� Total Building Load Totals: 57.100 2.848 21.468 24.316 Check Figures Total CFM Per Square ft.�� ---�0254�-� Square ft. ofRoom Area: 3.885 Square ft. Per Ton: 1.922 Volume(W): 32.808 | Building Loads ' ' Total Heating Required Including Ventilation* 5/ 100 umn 5/ 100 xxun Total Sensible Gain: 21,468 Btuh 88 % Total Latent Gain: 2,848 Btuh 12 % Total Cooling Required Including Ventilation Air: 24316 B= 203 Tons (Based u" Sensible- Latent)Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. � Notes Rhvac is an ACCA approved Manual J and Manual D computer program. C All computed results are estimates as building use and weather may vary. Be SUre to select a unit that meets both sensible and latent loads according to the ' �manufacturer'sr~^~^~~~~ ~~~~^ » your design conditions. � � � ! ' � � / ' t C: Goftwon*VRhvac 9 Pmjeuts\7VVoodan Ln.rh8 VVedneodoy, December 06, 2017` 4:06 PM � Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Appolo Heating Inc. 7 Wooden Ln Schenectady,NY 12306 Page 23 System 1 Room Load Summary _ 1 Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Basement 2,025 17,555 231 2-4 643 2,434 659 112 112 2 Mud Room 98 2,167 29 1-4 481 911 54 42 42 3 Laundry 59 1,867 25 1-4 530 1,003 69 46 46 4 Master Bath 92 1,987 26 1-4 527 998 58 46 46 5 Wic 51 484 6 1-4 249 472 0 22 22 5 Master Bedroom 230 4,931 65 2-4 702 2,657 737 122 122 7 Dining 132 5,307 70 1-5 645 1,909 153 88 88 8 Kitchen 120 1,133 15 1-4 378 716 0 33 33 9 Pantry 30 284 4 1-4 221 418 0 19 19 10 Great Room 349 5,449 72 1-6 522 2,226 72 103 103 11 Home Office 164 3,773 50 1-5 621 1,839 103 85 85 i 12 Foyer 81 1,453 19 1-4 402 762 31 35 35 13 Bedroom 3 203 4,833 64 1-6 532 2,267 447 104 104 14 Bath 1 83 1,650 22 1-4 494 935 41 43 43 15 Bedroom 2 177 4,227 56 1-6 451 1,922 424 89 89 System 1 total 3,895 57,100 752 21,468 2,848 989 989 j System 1 Main Trunk Size: 12x15 in. Velocity: 791 ft./min Loss per 100 ft.: 0.096 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total C Tons Split Btuh Btuh Btuh Net Required: 2.03 88%/ 12% 21,468 2,848 24,316 Actual: 2.38 75%/25% 21,450 7,150 28,600 Equipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: ML195UH070XP36B * 13ACXN030-230-** Indoor Model: C35-30136B+TDR+TXV Brand: MERIT 90 LENNOX Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 13 SEER Sound: 0 0 Capacity: 64,000 Btuh 28,600 Btuh Sensible Capacity: n/a 21,450 Btuh Latent Capacity: n/a 7,150 Btuh AHRI Reference No.: n/a 8269471 ;i C:\Use \nicka\Documents\Elite Software\Rhvac 9 Projects\7 Wooden Ln.rh9 Wednesday, December 06, 2017, 4:06 PM 1 1 f� i ?0 6° CA) to O C) Z n � N N c t0 o CA � w ti cn 03 � �00 1lby 02� .p T7/ iL �' w - �S N`JIS�!0 t`S}d d O7 so Mld DHl 01 S'DN1-1 .11�jld0�Jd ]H1 Ozld OhnSVIN ATMOSEd 3AVH I lei 3.08:1-2-129RC-0007712017 w TOWN OF QUEENSBURY Michaels:Groups`Holme BUILDING & CODES nEPT° NOTICE- ]7 Wooden Lane,,,Lot 29 _ Smoke detectors nr ie i�..uuvv cv_v vve ia++v vvtvr arra$ - -- - - - — [ v i �vl�w�d �° adjacerot t� bed, jnms�.,.i ori= - _ _ - - -- - SFD w/gas FP 1998 s f , Gar 621 :§.f F3 ° level includinc , V 11 60 Date' 3 �r All smoko deter �,rrrcie o detectors Ghalis , r•. ,,�. r:, /� \, battery backup ( � � �� > TOWN OF QUEENSBURY Carbon mortoxir°^ :�.'- --- - BUILDING DEPARTMENT outside aIuepit", Eased on our limited examination,compliance "with our comments shall i,,ot be construed a5 II g _ — F} � indicating the pians and specifications are in �� _ ❑[� _ __1w��9� �� -- 1®�_ ��p�) `` r�� '' full compliance with the Building Codes of _ _ I III �( ,� �FEo.y10�� o New York State. —�I- - _ — = —��U��= Ill - °_ 00 7 NOTICE, NO`I�I I _ FOAM INSULArICN MUS. BE K PAPER INSULA�'I COVERED BY A 1 MINUTE MU��'�E CC�VERE��YR DECDENC 14 2017 THERMAL BARRIER NON-COMBUSTIBLE BARB -R 7 WOODEN LANE, C UEENSBURY, NY T UI DI G&COQ '��_ RE1/IEWE FOR OWNER: KAREN MILLER BUILDER: MICHAELS GROUP HOMES, LLC ENERGY CODE COMPLIANCE ABBREVIATIONS MATERIAL DESIGNATIONS DRAFTING DESIGNATIONS DRAWING INDEX LU r AA ATTIC,ACCESS FLUR FLUCRESC,ENT PNL PANEL !z DOOR. MARKER TITLE DRAWING INDEX, PROJECT DATA U z AB ANCHOR BOLT FOG FACE OF CONCRETE PNT PAINT ;�,j��i��i EARTH ABV ABOVE FOP FACE Cr FINISH PCL( POLYETHELEHE _ >- ATC, AIR CONDITIONING FOM FACE OF MASONRY P5F POUND)PER SQOA WINDOW MARKER SQUARE FOOT A-] FOUNDATION PLAN - .� M FlGT ACOUSTIC GEILIN6 TILE FOS FACE OF STUDW P51 POUNCE PER SQUARE INCH .r.AD-1ADADJUSTABLE EP RREPLAGE,FIRE-PROOF PT PRESSURE TREATED -`^°� � Q AFF ABOVE FIN FLOOR FR FIPOROUS FILL A-1 a FOUNDATION DETAILS m RE RATED PTD PAPER TONEL DISPENSER AL ALUMINUM FT6 FOOTING FVMT PAVEMENT � � - GONSTRUGTION DETAIL A-lb FOUNDATION DETAILS — Z TURAL ARGH ARGHITEGFURN HOT AIR FURNACE R RISER 5TRUGTURAL CONCRETE _ v) W B BOTTOM[OF] TA GAUGE RD ROOF DRAIN _ A-2 . FLOOR PLAN WUj BD BOARD 6C, GENERAL GONTRAGTOR REINF REINFORG(ING) WALL/BLDG SECTION LLJ BI"T BITUMINOUS 6L 61"ASS REF REFRIGERATOR �� BRICK (COMMON OR FAGS) A-3 BUILDING SECTIONS �/ U' BLDG BUILDING GB GRAB BAR REOD REQUIRED ELK6 BLCCKIN6 GNB GTFSUM WALL BOARD REG RESILIENT o00 INTERIOR ELEVATION A-3a BUILDING SECTIONS BM BEAM HB HOSE SIBB RFG ROOFING ;: :; GONGR_TE MASONRY UNITS Z ERG BEARING HG HOLLON GORE RHI ROOM A-4 EXTERIOR ELEVATIONS W Q BRK BRICK HDR HEADER RO ROUGH OPENING t�-- ELEVA(-ION ,1 _J < B5MT BASEMENT HM HOLLOI^l METAL SAN 5ANITARY j� STEEL A-4a EXTERIOR ELEVATIONS Gf\BT CABINET HORIZ HORIZONTAL =G SOLID GORE —j W GEM GEMENT HR HANDRAIL SGHED SCHEDULE 1 S GIRG GIRGUMFERENGE FIT HEIGHT SEAL SEALANT - �J MOKE DE"TEGTOR A-S FLOOR FRAMING C Q GJ CONTROL JOINT HVAC, HEATING,VENTILATION,A/G SEGT SECTION 05B/PLYWOOD GL,CL. GLOSET,CENTERLINE ID INSIDE DIAMETER 5F, W SQUARE FEETr� _ A-6 ROOF FRAMING, ROOF PLAN GL6 GEILIN6 INSUL INSULATION SH(5) SHELVE(S),SHEATHING ��J GO DE FEGTOR W O r-LR CLEAR INT INTERIOR SHNR 5HONEF' WOOD ROUGH N-1 DETAILS GMU C,ONGRETE MASONRY UNIT INV INVERT SIM 51MILAR /, GO GASED I OPENING J JOIST SKL 5KYLIC6I-IF PARTITION TYPE N-2 NOTES, DETAILS GOL COLUMN JT 10 NT SPF SPRUCE/PINE/FIR WOOD FINISHED ��I COMP COMPOSITE KIT KITCHEN SRO SHEETROCK OFEHING N-3 DOOR & WINDOW SCHEDULES GONG GONGRETE KFL KIG'KPLA TE 55 STAINLESS STEEL -- ICI ROOM NUMBER - - GON5T CONSTRUCTION KS KNEE 5PAGE 5FD STANDARD JI�[�)�l(i INSULATIOiI (LOOSE OR BATT) CONT -ONTINUGUS L LAVATORY STL STEEL _ GPT CARPET LAM LAMINATE STR STRUG-'URAL 1012 PITCH MARKER(PLAN) GT CERAMIC TILE LDL LABEL SUSP SUSPENDED ;,-C [FTT INSULATION (RIGID) GTR COUNTER LIN LINEN[SHELVING] 5YP SGUTHFral YELLOI^l PINE - DEL DETAIL LINO LNOLEUM T TREAD,TOP[OF] 12 PITCH IARKER (ECFV) DF DRINKING FOUNTAIN LL LIVE LOAD T3B TCP i BOTTOM ( ACOUSTIC TILE �6 DH DOUBLE HUNG LT LIGHT T36 TONGUE 3 GROOVE DIA, 9 DIAMETER LVR LOUVER TB TODNEL BAR. _ DIM DIMENSION VIAS MASONRY THR THRESHOLDSLOPED GEILIN6 DRAWN BY: JEB L DDEAD LOAD MG MEDICINE CABINET TOS TOP OF GYP UM STEEL D TALL BOARD DN CONN I_IEGH MEGHFlNIGAL TPC TOILET PAPER DISPENSER I CHECKED BY: DP DAMP-PROOF(ING) MFD METAL FLCCR DEGKIN6 TPTN TOILET PART)TION - STEPPED GEII TNG - 05 DONN51'CUr MFR MANUFAcFURER 151 TOP OF SLAB STEEL RE--BAR (ELEVATION) �° SCALE: I AS NOTED DN 015HNASHEP_ r ML NIIGROLLAM TN TOP OF 12 DRAb,IIN6 MLD MOULDING T(F TYFIGAL EB EXPANSION BOLT MO MASONRY OPENING OF UNFINISHED STEEL RE-BAR (SECTION) DATE: 12/4/17 ELEG ELEG TRIGAL MR MOISTURE RESISTANT UNEX UNECGAVATED ELEV ELEVATOR,ELEVATION MRD METAL ROOF DECKING UON UNLESS OTHFRNISE NOTED PROJECT DATA ENGL ENCLOSURE MTL METAL UR URINAL ydELDED WIRE FABRIC, Eel EACH NAY MULL MULLION VAN VANIT( ECIST EXISTING NIG NOT IN CONTRACT VB VAPOR BARRIER BUILDING AREAS: EXP EXPOSURE NTS NOT TO SCALE VGT VINYL COMPOSITION TILE FIRST FLOOR: 1glib 5F BUILDING HEIGHT. 23'-II"_/- EXT EXTERIOR OG ON CENTER VERT VERTIC-,Ai FC. FACE[CF] ON OVERHANG,OVERHEAD VIN VIHYL ORIENTATION(FRONT); SOUTHEAST, TOTAL LIVING AREA: 'I'Ib 5F FF) FL COR TRON OPT OPENING '/NP '✓A FR 6ARA6E. b21 s FDi l FCL'hIDATION OPT OPTION(AL) EIC, WATER�,I OSET _ � FE FIRE ECTING-U15HER OSB ORIENTED STRAND BOARD UID 'HOOD FEC, FIRE EXT I N6UI5HFR(_ABT PAIL PANTRY(SHELVIN61 FJiC WASHER/DR(FR Or CUFANC(GI-ASS_IFIGATION. 51NOLE FAMIL r RESIDENTIAL FFE FINISHED FLCOR EL PGP PER CUBIC N FOOT 6 ;^TIRED f-OL,455 FF FIJI GRADE ELEVATION PKr PCGKET NH NATER HEATER SEE GLINATIG 3 GEO6RAPHIG DESIGN DATA TnELE GN SHEET N-2 FHS FIRE HOSE STATION PI_,FL' PLATE,PROPERTY LINE WIl1 YJINCOW FOR LCGATIOH SFEGIFIG DE1G-N CRITERIA FIN FINISHED PI AM PLASTIC LAMINATE NP NATER-PROOF(INT) FL FLOOR PLF FFR LINEAR FOOT WR T'JATEP,RESISTANT SEE RES CHECK GERTIFIGATE FCR NYS FHFFC((_G'DE r_T)MF1 ANGE INFORMATION FLASH FLAS-HINE PL(iND PLYWOOD NNF rNELDEFJ HIRE FABRIC - SHEET NO. i F 55'-0" — I FOUNDATION NOTES: 2'-0° 5'-2° o I.ALL FUN DIMENSIONS ARE-TO FACE OF FON NALL AND ALL DROPPED BEAMS/ 3'-I" -II" O" a'-O" '_O° 3'-10�" 6,_10" 4'-55" COLUMN FOOTINGS ARE DIMENSIONED TO CENTERLINE U ON 6'-10" 17' 2 _ 2 ALL CONCRETE CONSTRUCTION SHALL CONFORM TO-THE REOUIREMENT5 OF AS OPG) (MAS OPG) AGI-301(LATEST I5SUE)EXCEPT AS MODIFIED HEREIN 3.GONGRETE SHALL BE PROPORTIONED TO THE FOLLONNG CRITERIA: A.MINIMUM COMPRESSIVE STRENGTH. - - - -„ -FOOTING5: 25(50 PSI ry0 -hIALLs: 3000 PSI (`J -HOUSE SLABS 3000 PSI 1 -GARAGE 5LAB5- 4000 P5I \• B GEh 1ENT. ASTM G150 TYPE "1"PORTLAND ( ✓.� r h G I AIR ENTRAINMENT: 5-1% t D.MIN AGGREGATE SIZE: 3/4" E.MAX A6GREGATE SIZE 11/2" 4 FOUNDATION DESIGN ASSUMES MIN SOIL BEARING CAPACITY OF 2(5(50 PSI 5.ADMIXTURES CONTAINING CHI ORIDES OF ANY KIND ARE NOT PERMITTED 6.ALL CONCRETE SURFACES EXPOSED TO VIEW SHALL HAVE SMOOTH RUBBED ` ` BEAM-Wx4"D I <'Ulf �� CJS FINISH ALL CONCRETE FLOOD.SLABS SHALL HAVF A STEEL TRONELED — — — — — — — — — — — — "— — — — — I EACH END — — — — — — — — 1 ^r�-` ' FINISH AND SHALL BE CONSTRUCTED TO 6LA55 A"TOLERANCES. PORCH � ��'1_•t•%�� _ L _ \�o SLABS SHALL HAVE BROOM FINISH NI!DRESSED EDGES I — — — NJNI,__ 'L REINFORGING STEEL SHALL BE IN ACCORDANCE KITH AGI-318-95 AND 5HALL DROPPED Z BEA5TM A615,6RADE60 WELDED NIKE FABRIC SHALL BE ASTM AI,55 yy BEAM PER PLAN 1 1 1 • 6030 SLIDING W 6030 SLIDING NINDON PERPOGI-318-QS U.O.N. J l I I 4_211DEPRESS TOP OF FUN NALL DEPRESS l' (4'_2 2/A AOP OF FUN WALL FORGING LAP SPLICES SHALL CONFORM TO CLASS"B"LAP SPLICE 1 ,. I RO-6'-0'x3'-O" A 4'-2";a MASONRY OPG BAS 4'-2" / ASONRY OP6 f H PROVIDE VIDE CORNER REINFORCING o ALL CORNERS. MATCH SIZE AND PAGING _ - OF WALL REINFORCING 4"GONG `L E ON GRADE IQ PROVIDE MIN 3"COVER FOR ALL REINFORCING BELON 6RADE UO.N. (SEE /A-la) I O II.ALL SILL PLATE ANCHOR BOLTS TO BE ASTM 36 LOCATE MAX 12"FROM `Q I ,�' I y�( 3"9 II 6A�iL GOL �' NOTE LOCATION OF END OF PLATE AND 6'-O"Cr-. PROVIDE MW(2)BOLTS PER PLATE a} �-C PC ON 30"x30"x151. SL-CPG UNDER-SLAB PLUMBING ^^PG >' I GONG FOOTING FOR FUTURE BATH TBD 12.PROVIDE(4)#4 RE-BARS EA DIRECTION @ ALL GOLUhiN FOOTINGS>36"x36" (3)#4 EW(TYP OFF 5) AND(3)#4 RE-BARS EA DIRECTION^s ALL COLUMN FOOTINGS t 36"x36'U.O N. ( i I I 1 TYP 13.STEP FOOTINGS AS REQUIRED TO MAINTAIN MIN 4'-0"DEPTH FROM BOTTOM 1 i OF FOOTING TO FGE STEP IN ACCORDANCE WITH 2015 IRG R405.15 I L I g'_Ii„ II-I-2" 8'-1121. 8'-112" 8'-II" s, I STD 14 CENTER FOUNDATION NALL ON FOOTING UOW. 1 ' I / / ! I 1 BSMT NINDOW O 15.VERIFY ALL MASONRY OPENINGS PRIOR 70 FORMING I' 1 10"Hx6'Wx4'11 m 16.AT ALL'NALL PENETRATIONS,PROVIDE(2)44 BARS t;,EACH 51DF OF OPG. BEAM PKT PROVIDE(2)#4 DIAGONAL BARS,y EACH CORNER 0 EACH ENE? I . I - - - - LJ - - - - - - � I IT,PROVIDE CONTROL 'OINT5 g ALL SLABS ON GRADE. LOCATE IN APPROX 12'x12'GRID. DO NOT EXCEED 2:1 RATIO FOR ANY SINGLE PANEL. ALL SLAB - �J �JI-JI-J REINFORCING SHALL BE TERMINATED APFROX 2"FROM JOINT GENTERLINE DROPPED CONTROL JOINTS TO BE MIN 3/16"NIDE x 0/4 NHERE D=SLAB THIC,KNE55 1 I BEAM PER PLAN 18.6RADE SHALL SLOPE ANAY FROM FOUNDATION NALL MIN b"IN FIRST 10'-0" - 1 1 GONT HANDRAIL 2x4 STUD NALL 1 I W g 34"MIN/3b"MAX STAIR-BOTTOM IG PROVIDE BITUMINOUS DAMP-PROOFING g ENTIRE FOUNDATION PERIMETER. - I I Jam.\ ABOVE TRFAD PLATE To BE PRESS TRTD I 1 p `,J Z EXTEND FROM FOOTING TO FINISHED GRADE IN ACCORDANCE NITH 2015 IRE,R400.1 1 \D p 7 > CONTROL � FURN 2 �PG C�_, 20,IN AREAS OF HIGH GROUNDWATER,PROVIDE'NATER-PROOF MEMBRANE� A-1 ,)� JOINT(TYP) PC � � y� Lu ENTIRE FOUNDATION PERIMETER IN I IEU OF DAMP-PROOFING. EXTEND FROM co FOOTING TO FINISHED GRADE IN ACCORDANCE!^lITI-I 2015 IRG R406 TYP ( 1 ! �•11H) ('•{� 1 Q 21.PROVIDE 24"©x24"D SUMP PIT gBASEMENT(FIELD LOCATE). PROVIDE r7 'c- r -� 16"W GONG HAUNCH LZLI 7 PERFORATED GRAIN!TILES BOTH SIDES OF FOOTING,CONNECTED TO PIT AND `p I (�I 1 � L_I l L. I (SEE A-l0) I I W aL N Q f`P 13R - W DAV I6HT DRAIN OR TOWN STORM SEWER.,IF APPLICABLE �� - NOTED). FASTEN COLUMN PLATES TO SLAB WITH MIN(2)EXPANSION OR CHEMICAL 4 , 6 a 501 1 I r V O cy 22.BASEMENT COLUMNS=HALL BE SCHEDULE 40 5TL x 3"0(OR AS OTHERNISE -I I 7- `n — — I 1 -1rJ J ; FACTLLI ORRSFAND KIN(RUrlT- R ID 61PRD RSf ALLh1PR LU�J�h15 SHALL HAVE I ` I 6FI 1 I \ I � -, ,{ I � z i FACTORY APPLIED RUST-PROOF PRIMED FINISH _ 3_ 23.INA AS_ �L O A E EX A S c,GO E551BLE,SHIFTING OR OTHER I I A ,g i 2 I �= O 2x FURRING o 24"CG M UNKAIOWN SOIL GHARACTERISTIG5,A=OIL TEST SHALL BE PERFORMED TO - 10" 10 m I �'/ _j Z O W/R-10 R161D / DETERMINE THE 501E GHARAGTERISTIGS AT A PARTICULAR LOCATION. THIS I I -I L,in `r W , TEST SHALL BE PERFORMED BY AN APPROVED AGENCY USING AN APPROVED 1 — — — — V I U INSULATION d STAIR QI u Q METHOD — J '' DEPRESS FDN NALL AND Lj_, OVER-POUR SLAB(SEE 4/A 13'_2" GARAGE I j 4"GONG SLAB ON GRADE / 6 ( \) PITCH 4'"TOWARD PORCH I I 0H DOOR(5EE 4/A-la) I / ,5"CONC SLAB ON GRADE I j PITCH AWAY FROM BUILDING 1:4b(SEE 23/A-la) I SLOPE {'T DRAWN BY: JEB CHECKED BY: FOUNDATION LEGEND Q Q % SCALE: AS NOTED CONTROL I (TYP) DATE: 12/4/17 JOINT m CONT FOOTING/FCUNDATION AAL L (SEE I/A-lo) FOUNDATION PLAN1 NOTES. SCALE: 1/ ro_f 7 COLUMN FOOTING G FOOTING/STI COLUMN (AS INDICATED) 1.COORDINATE LoOF rG 1EHANICALS�V TRADES L A—� I ?. I� I (rrP OF 3) — — — — CONT HAUNCH (AS I JDIGATED) — — — _ — — — — — (� — CON-Fl:OL JOINT -.ry m a— — —s DRiJ"r'PED E3E.-\til/BEAM POCKETS (A5 II`IDIGArED) 24,_(5' //j DHPK.ESSED SLAB/FDhJ /TALL /ASIrIDI(_ATEr_l) FOUNDATION WALL HEIGHT—7-10" "� SHEET NO. Q G'- CEng 8" /2c` l ANCHOR 90LTS //.,V Fj A s^ , -O"CG(TYP) ! - SILL SEALER—� 2xb PT SILL PLATE 2x4 CLEAT(ATTACHED - (- ' _ TO BOTTOM OF JO)STS)�- --- PITCH SLAB AWAY TYP PORCH I ,� 9'•. 'r SLAB CONST cc (I) 94 CONT RE-BAR �(11 �� -\z TYP FLOOR I FROM BUILDING(1:48) I ` ` �,� a GII NITHIN 12"OF TOP �J� +U CONST f �-� 4`4.FFS3%^' /1 OF NALL R-1'i BLANKET IN50L(F5-25) �? \/ ;: \ \•. /�\�! I U(J U(J n —X—Y �—Y o ENTIRE FDN PERIMETER �r-�-/ .�/\�j\\% �/j•j % �-FLASHING ,�)�f'rn EXTEND FULL HT OF FDN NALL l /' / / / �\/i: L-` ( � -` r /� -`� t F 3 v Q \i \ \�� \ a i nvC"�--c`._-f '�.� h- X21,✓-f;- �q�C:�-Zj`' "``' - (1)#4 CONT RE-BAR 'l //\j\.//\\�/. ;pori-2i�-r,�f'•; .n,nc �r-,r;cr W o MID-SPAN OF NALL C //\/i\\/ \ I - _ _ a > •��/�\ ��\/ R-IG BLANKET IN5UL(FS-25) ��_-_ . 2x4 GLEATIN6 D N11D-SPAN— _ \ EXTEND FULL HT OF FDN NALL ,,� - \i 8"GONG SLAB(4000 P51)N/ o" SLAB 4000 SLA (4000 P51)W/ / /\ / • d /, / OF WALL ;///// •//� - 6x6-NI.4xNL4 WWF(MIN 3"COVER) bxb-WL4xN14 WWF(MIN 3"COVER) `\\.�•/ \\ \7. \ ON 4"COMPACTED BASE COURSE ON 4"COMPACTED BASE COURSE ' 4"GONG SLAB(3000 PSI)ON \/\�/\ / r IO" (2"SCREEN ROB)ON SELECT (2"SCREEN ROB)ON SELECT 4"COMPACTED BASE COURSE `/ - GOMPAGTED GRANULAR FILL COMPACTED GRANULAR FILL (2"SCREEN ROB)ON SELECT < 8"POURED GONG (4"SCREEN ROB) (4"SCREEN ROB) �• / % r,y+. DN NALL(3000 PSI) COMPACTED GRANULAR FILL. a SEE ADJACENT TABLE � - /j� /+\/ FOR VERTICAL REINF / / _ (4"SCREEN ROB) � � \ \� `,/ Q REQUIREMENTS TYP FDN;NALL CONST #4x20"L N/5TD HCOK i�. ��- -PROVIDE GECTEXfILE 4'-0"CG(EXTEND 14" J+ FABRIC A5 REQUIRED t MIN INTO STEM WALL) TO PREVENT SILT-UP —NN'NALL CONST (\,� Ila OF DRAIN TILE TYP FD 2x4 GLEATIN6--J T r , I I I v Tr_ � � r; I r r-. .. II " �.Y'tir� rc-r ) or PORCH SLAB @EXT WALL OA PORCH SLAB EDGE oAl SCALE 3/4"= NOTES SCALE: 3/4"=1'-O" onn, W �' a I.PROVIDE STEPS TO GR-ADE FROM PORCH A5 REQ'D z (/� - b MIL POLY _' -.^- r -i-'-!' ,, .. _ � - ' ` --_� MAX 825"RISE,MIN W TREAD. v , VAPOR BARRIER •\�' "� 2.PROVIDE 36"H ND GUARD/HANDRAIL PORCH/STAIR L —' (LAP I a 'P JOIN j//\\/ \\//\//\/ \ IF FIN15HEP HEIGHT OF PORCH>30"ABV FIN GRADE. r PROVIDE EXP JOINT /\\//\,/�\�` 2"SCREEN ROB DRAIN W � SLAB PERIMETER \ FTILE -OOT WG EN ro b" NABOVE TO E EACH SIDE or FOOTING Q Z Q I6"'Nx8"H GONT GONG W § FOOTING(2500 PSI)N/ Q (2)#4 CONT RE-BAR5 CONT 4"9 PERFORATED W (MIN 3"COVER)SET DRAIN TILE-PROVIDE(1) W � BOTTOM OF FOOTINGS C C-AGH SIDE OF FOOTINGI n/ 0 o MIN 4'-G"BELOW FOE CONNECT TO SUMP PIT �2x4 PT SILL PLATE Lryrr�� - LU t L z z DEPRESS TOP OF FDN o MO 11 p < , TYP FOUNDATION WALL I II ANDGVERPGURGARAGE � ;;' a < _, z p PITCH SLAB"TOWARD II `p? SLAB AS REQUIRED BY z SCALE: 3/4"=1'-C" OVERHEAD DOOR(1:48) Lu A—lcII i SITE GONDITION5 II FISE X—x \ /'``/ J_ i V- ;y/\y /X\ j//M FDN ALL REINFORCING jX�/\� .` SOIL /ERTIGAL - - 8„ /•,/,\/ % \/ ', / 4"GONG SLAB( P51)W/ GLA551FIGATI01`1 REINF REO'D 'ox6-NL4xWl.4 WW'F(MIN 3"COVER) ON 4"COMPACTED BASE COURSE / ON,GP, S'vV a SP NONE (2"SCREEN RCB)ON SELECT COMPACTED GRANULAR FILL •% �\/ GM, GG, 5M, 514-5C, a ML tie, # 36" OG (4--GREEN Rob) 5C,, ML-GL a INORGANIC, GL #6 -4, 55" OG —T-rP FDN NALL GON5T DRAWN BY: JEB I•IOTES. —TYP FDN WALL GON5T C CHECKED BY: DATA OBTAINED FROM 2CI5 IRO TABLE 404.12(3) I.ASSUMES NALL HT OF 5' 3 MAX UNBALANCED BACKFILL HT OF -P-G" SCALE. AS NOTED 3.D15TANGE FROM FACE OF SOIL SIDE OF FDH MAI L TO CENTER OF VERTICAL REINFORCING SHALL BE MIN 6 3/8" DATE: 12/4/17 KEY TO SOII GLASS ABBREVIATIONS. GW="ELL GRADED0P R `/ LS,GRA`/EL SANDMIXTURES,LITTLE NO FINES Gf GARAGE SLAB @ EXT WALL BRICK VENEER LEDGE (OPT) l 1 P = PGORLGRADEDED GRAVELS OGRAVEL SAidD MIXTURES,LITIT TLE OF NO FINE-5 S-N= NEIL GRADED SANDS,GRAS/ELLE-ANDS,TITTLE OR iJ0 FINES SCALE- 3/4"=1'-O" A-1 Q SCALE- 3/4'=1'-O" A-1 5P = POORLY GRADED SANDS OR GRAVELLY SANDS,LITTLE OR NO FINES &-I = SILTY GRAVELS,GRAVEL-SAND-SILT MIXTURE5 j 5M = SILT SAND,SAND-SILT I-IIXTURE5 C,C, =CLAYEY GRAVELS,GRAVEL-SAND-GLAY NIXTURFS 5C, = CLAYEY SANDS,SAND-GLA"MIXTURE ML = INORGANIG SILTS AND VERf FINE 5AND5,RCGK FLOUR,SILTY OR CLAYEf FINE -' SANDS OR CIAYE f SILTS KITH SLIGHT PI A5TIUT r - L, GL = INORGANIC CLAPS OF I ON TO MEDIUM PLA5TIGITI',GRAVEL LY GLAf5,SANDYA71 u GLA(5,SILT -LAYS,LEAN CAYS - \`\ SHEET NO. R w Q 0 R-13 BLANKET INS-UL(FS-25)- 8" `' EXTEND FROM SLAB TO � �,�' `� i t� !J// T FDN HALL TYP 65MT SLAB GONST ��- u �Uf7 \ rr 7 -TYP FDN NALL GON5T SILL PLATE C # ,<12"L T FDN �- _ J > J _ HDR PER PLAN 1 q_ a lL r T FROST NALL Q II � \� �\�!\�/ 2 --Zxb 1- T \ /�� STUD T t '-f' i r`T / / / --(2)2x6 JAGK 5TUD5- I V\\ \�� \\�; w 2xo KING STUD PT SILL PLATE 2"RIGID POLY- T/ / /i / / Z 5TYRENE INSUL - — — — — _ — lL! LIGHT, VENTILATION & EGRESS DATA I ss'-o" o ROOM SF REO'D f I 2'-10.. IS•_O• I 0.• 6,_G•• ,2'_C"' 1._3., DA YL I6HT(5F) VENTILATION(5F) 5RE5 (JF) 27'-10" 12'-0" ` REO'D PROVO RFGYD' FROV'D REQ'D PRO`l'D ,2 _ _ 1 GREAT/KIT/DINING bg90 55.6 105.3 21q I 42.q I / / C HOME OFR_E 126.5 10 2 23.2 5 1 I I o - - 6'-6" 0'-4" / 7'-q" 7'-3" I 4'-O" / 4'-0" �!'� O MASTER BED I8q.7 I5.0 I 232 7 S I Il.o5.0 5.8 BED#2 1450 ( Il r� � 23.2 56 I 116 50 58 BED#3 I 1450 I 11.6 232 55 I 1L., 50 58ris NOTE ALL NINCOI^JS MEET 20"(N)x 24"(H)REQUIREMENT �W 36"x36"PLATFORM N/STEPS i RAIL . TO GRADE AS REO'D `Q a bbb C 0 DININGr , PLAN NOTES: HARDWOOD WFLAT C ES O O O Om I.ALL DIMENSIONS ARE TO FACE OF FRAMING 10 U.O.N _ O 2ALL EXTERIORWALt_S SHALL BE 2x6 HOOD STUDS @ 24"OG AND AlI L INTERIOR PARTION5 AND EXTERIOR GARAGE HALLS SHALL BE - 2x4 WOOD STUDS @ 16"OG U.O.N. ALL WALL5 BETNEEN GARAGE AND LIVING SPACE SHALL BE 2x6 WOOD 5TUD5 @ 24"OG U.O.N. (3)2)x6 MULL - 3 ALL ANGLED WTfPALLS SHALL BE SET @ 45'U.O.N. � 4.ALL DOOR AND NINDON DIMENSIONS ARE TO GErITERLINE OF BED #2 r UNIT UNLES5 OTHERWSE NOTED -Iry 17'-q" 6_q2,. MASTER BED .h . In CARPET 5.ALL DOOR ROUGH OPENINGS NOT OTHERWISE DIMENSIONED (V q'FLAT ._6.. I GARFET Q' C4SHALL BE LOCATED 4"FROM CORNER OF ADJACENT WALL ALL - - q'FLAT ip r•-I ' GL05ET DOOR5 SHALL BE CENTERED ON CLOSET U.O.N. IF LARGE PROFILE CASING I5 TO BE USED,1215"TANGE TO ADJACENT WALLS b'e'21 2'-b" 2" �� 3 21 11�_6 " SHALL BE ADJUSTED AS NECESSARY = / / I - 6.PROVIDE 3'-O"x3'-O"LANDING @ ALL EXTERIOR EXITS.FROVIDE `J O - GREA-I RM - I �IT 2 /2'_4"/ 6'-IZ" 6UARD AND STEPS TO F6E AS RE0'D Br' IRO 8311.3 !IALL - HARDWOOD fj H'WCOD7 SEE N-I FOR TfP GL05ET SHELVING DETAILS `� - q'FLAT q'FLAT - 6.AA=ATTIG ACCESS(22"x30') iHALF La N — � EAT 5 6LO 5L-150 - z 15 q.PROVIDE 20 MIN FIRE RATED STEEL DOOR ASSEMBLY WITH SELF- TILE PRE-FAB 6A5 FIREPLACE I~ J - GLOSING DEVICE @HOUSE/GARAGE NALL AS REOV BY IRO R3025.I '� "'""{ 'J i f J v0"VAr! - R h1D s FLUSH \V F -Iry O D _Iry _ HE TILE SUS RCU O E I O 10.UNDERLAYMENT SHALL BE INSTALLED(BY FLOORING - - 3-4" HEARTH(R0=42"Wx38 /4"H) �4 I/2"HL4 \ r GONTRAGTOR)@ THE FOLLOWING LOCATIONS: ul= O HALF WALL ,•r - �\ 3 -I/2"PLYND @ ALL TILED FLOORING AREAS v 7 - O 'tl Ir--, \ BATHS - I/4"LUAN @ALL VIhPfL FLOORING AREAS m BS 1 3'-l0•'BATH 5•-r• i, ry —m ( � - TILE Q 11.5F1oKE ALARMS SHALL BE PROVIDED IN THE FOLLOWING AREAS: TILE - T_ I q'FLAT F N -IN EACH SLEEPING ROOM q'FLAT j O 42"x84" d1 \O I_j_�/C �a W VICINITY OF THE BEDROOM(S) G ®_rNr , p II O��• �� ( 4'_64•, 4._64.. \ 3/ 2,-H G�3'6� �t �,_62�� -�` - __ SLEEPING AREA IN THE IMMEDIATE O ON EACH ADDITIONAL STORY OF BUILDING INCLUDING 55MT 46"x34" 7 / a z SMOKE ALARMS SHALL BE INTERGONNEGTED IN t,GH A MANNER SHWR-S -� `_ ,I / 'WOOD \- J I2" _ THAT THE ACTUATION OF ONE FlLARM ACTIVATES ALL ALARMS w c - ONEACH CH STORY SGON AREA SLEEPING AREA(5)WITHIN 4'-52'• 4'-q" 3'72' \ 6'-4" O/� 2'b" �2 \\ NI 5-a2 2�g" 4Q 8'-II" - 3'}� 48"x34"`5HWR ® Z 12.GO DETECTORS SHALL BE PROVIDED IN THE OLLOPlIN6 AREAS: � �,: 9 LLJ 15' -ON EACH STORY -ONTAININC,A CARBON MONOXIDE SOURCE '� ' / / / 1_6^ `� W/12"Dx15"H - W J CO DETEGTGR5 SHALL BE INTERCONNECTED IN SUCH A MANNER THAT � FOYER 1 1 PAN ry �, TILE SEAT r uj I THE ACTUATION OF ONE ALARM ACTIVATES ALL ALARMS f n H'AJOOD IZ'-OZ" - - MUD ti- -�V LINO LND es O QG 13 PROVIDE MINIMUM 12"NIDE STUD CAVITY GENTFRED ON q'FLAT - fLLi KITCHEN RANGE TO ALIGN FOR RANGE HOOD DUCT. VERIFY -1�1 BED #3 \ HOME OFFICE \ ON 1.FLAT / 4Q LINO _Iry•.9 z o LOCATION NITH CABINET DIAGRAMS N q'FLAT W Q CARPET I i11 CARPET � � ra N d q'FLAT O\\ W FLAT rye, J o .� - -\ Lu x vl HALF NALL \O n ` Q I O CEDAR WRAPPED L EWITRY 'L m ` COLUMN q._4.. 5,_0, z,-I•, 6.5., \.,( O BONG - '� CONT HANDRAIL W0 O �I,� 436"ABOVE NOSING OH v WD STEP d RAIL AS REO'D i- PARTIAL CULTURED STONE ,� ci 6 AUTO CLOSER @DOOR VENEER(SEE A-4) 6'-5" 0'-6" 3'-0" 1 13_O•, b'-O" 12._0.. 21 , SLOPE GONG 4" FLOOR PLAN I DRAWN BY: I JEB p 2x4 WALL GGr15T �9 SCALE I/8'=1'-O' c)GARAGE(16"OC) O CHECKED BY: GARAGE SCALE: GONG DATE: 12/4/17 27 PROVIDE PORTAL FRAMINC,PER IRO RE.02.10 b 5(SEE DFTAIL Ohl SHEET N-2) O y NOTE TO FRAMER: PROVIDE Ah:12"id GI EAR STUD BA( A-2 CENTERED BEHIND KITGHEAI RG-E TO ALLOW FOR _ RANGE HOOD DUGTYJORI-(`/ERIFY LO(_A"TION Ni TN 1 GABItJET DIA6RANI5) 24'-0' \ SHEET NOII. f Q NEI \ HaNDRA1L /�V ` () NUf 36"AbV N051N6 2,OVERFRAMING -ARCHITECTURAL GOMPOSITION SHINGLES - I5.BUILDING FELT �y. a 24"CG' CONT RIDGE (2)5b"N RONS IGE/NAT`ER'WELD UNDERLAYMENT 9-0 GIRDER TRU55 /ENT(TYP) J '/ ✓=, )i� �ALL EAVES(MIN 6"LAP)-(1)36"N RON.D ALL`/ALLEYS I2_TREADS q" - 1/2"055 ROOF SHEATHING N/"H"CLIPS sg, 24" -NY5 CERTIFIED ROOF TRU55E5 24"Or, -R-38 KRAFT FACED FIBERGLASS BATT INSULATION GNB / \C' C FLUSH E FER PLAN12 hi.\ TYP RAKE FRONT I' �8ELEV _, Z NYS CERTIFIED ROOF TRUSSES�24"0(, - Ix RISER -iQ - 12 b 5/4 TREAD HEEL HT - I �— IT' C _ (TYP) / 5/4x12 STRINGER In V /TREADS AND RISERS HOUSED,HEDGED AND ' GLUED TO STRINGER HOME OFFICE BATH -� BED #2 rL�•. r ' ;� . s / -FINISH FLOORING PER PLAN 3/4"055 FLOOR SHEATHING -GLUED AND 5GRENED -II 7/8"ENGINEERED FLOOR '015T5 16'CG I/2"6N5(OMIT AT BASEMENT 616) W DROPPED BEAM PER BASEMENT STAIR PIAN 3 SCALE 1/4"=1'-O" BASEMENT CONT RIDGE w VENT(TYP) / z u ui Z > Z 12 2x OVERFRAMIN6 o \ :g 24"OG Q � 8 co C/) Z BUILDING SECTION I 2xo RIDGE GIRDER TRU55 LLJ V 2x OVERFRAP1ING - \ w u A_3 GIRDER TRU55 24"OG ) - !7c w - \ \ 6, v NYS CERTIFIED ROOF TRU55E5�24"OG f w ' I,_O„ \\�� W Q Z (2)2x10 BEAIH \\ IV CEDAR NRAP� - \\ - —I Z uj l - -2 O I, HORIZONTAL VINYL SIDING 4"EXP -HCUSENRAP(WEATHER RESISTIVE BARRIER) 1/2 05D NALL SHEATHING ENTRY FOYER -',° GREAT ROOM/KITCHEN DINING ~ -2x6 STUDS 4 24"Or,(2x4 STUDS g 16"CG g GARAGE) 6 -P.-21 UNFAGED FIBERGLASS BATT INSULATION -4 MIL POLYETHELENE VAPOR BARRIER i q)]Q � O CEDAR NRAPPED--ll GOLUMN - L \ —T DROPPED SEAt,I DRAWN BY: JEB PER PLAN CHECKED BY: BASEMENT SCALE: AS NOTED 1 DATE: 12/4/17 -ELASTOMERIG NATERPROOFIN6 MEMBRANE -b"POURED GONG NALL-3000 P51 - 16IT'x8"H GONT GONG FTC,-2500 PSI L.J -STL REINFORCING PER FOUNDATION PI AIT/NCTE5 -R-IG FACED FIBER61 ASS BLANKET INSULATION(F5-25) j INTERIOR SIDE OF FDN'NALL-EXTEND FULI HEIGHT OF NALL(T(P @ ENTIRE THERMAL ENVELOPE) BUILDING SECTION A-3 A-3 ; \ SHEET NO. W � 0 ' CONT RIDGE 2x8 RIDGE BOARD /ENT(TTP) 2x OVERFRAMIN6 /\� /` j-• z NYS CERTIFIED TRUSSES JA •' / t w 12 \ 8 10 / NYS CERTIFIED ROOF TRUSSES @ 24"OG �D,, +> >r?��{ O a ry HEEL . HT \ w " MONO TRUSSES t✓; g 24"OG -;� MUD WIC MASTER BED -;`° : GARAGE FFI - - ---- j �,• ��-DROPPED BEAM PER PLAN) 4"GONG SLAB i I SLOPE 4"TOWARD OVERHEAD DOOR BASEMENT Lu U Z U IJ LU z Lu O nm z _ Z w BUILDING SECTION w w WALLBOARD & INSULATION NOTES: " r O V) A-3a U- �n 1.PROVIDE INSULATION AT ENTIRE THERMAL ENVELOPE AS FOLLOW5: `l -BASEMENT HALLS. R-19 FIBER6LAS5 BLANKET INSULATION W/ Z F5-25 FACIN6 ON INTERIOR SIDE OF WALL. EXTEND FULL HEIGHT J '' z OF FOUNDATION WALL. PROVIDE R-10 EXTRUDED POLY-STYRENE _ INSULATION AT INTERIOR SIDE OF FOUNDATION WALLS —J W ADJACENT TO STAIR'NELL5(WHERE INDICATED) -EXTERIOR WALLS R-21 UN-FACED FIBERGLA55 BATT - -RIM JOISTS: R-21 UN-FACED FIBERSLA55 BATT O -FI 00R ARFA=,I nr.ATFD r-)VFR IN(-.ONi)ITI()NFi)SPA(-.F. O R-30 UN-FACED FIBERCLA55 BATT W > j -GEILIN6/ROOF AREAS ADJACENT TO UNGONDITIONFD 5PAGE: > rn R-38 KRAFT FAGED FISER61A55 BATT -SPRAY FOAFf INSULATION BETWEEN ALL EXTERIOR IJCOR,/Y{INDOW I'-' UNITS AND ROUSH FRAMING , 2.ALL INSULATION SHALL BE INSTALLED IN SUBSTANTIAL GONTAGT AND GONTINUOU5 ALIGNMENT WITH BUILDING ENVELOPE AIR BARRIER 3.ALL HEADERS AND CORNERS ON EXTERIOR'HALLS SHALL BE INSULATED 4.FIRE SEPARATION WALLS BETWEEN ADJACENT DWELLING UNITS SHALL HAVE A MINIMUM OF R-10 INSULATION ON EACH SIDE 5.PROVIDE 4 MIL POLY VAPOR BARFIER AT ALL FP.AMED WALLS DRAWN BY: JEB ON "NAR!-1 IN WINTER"51DE OF IHSULATIOPI CHECKED BY _ PROVIDE I/2"THICK 6PI8 ON ALL INTERIOR WALLS d GEIILING5 U.ON. 1.PROVIDE 1/2"THICK MOISTURE RESISTANT 6WB @ ALL BATHS AND SCALE: AS NOTED AREAS 5UJEGTED TO MOISTURE 8.PRO`/IDE I/2"THICK(-Ei•IENT BOARD CONFORMING TO ASTM 6650 DATE: 12/4/17 P ALL'TUB i SHOWER ENCLOSURES TO RECEIVE TILE q.PROVIDE FIRE SEPARATION-q 0ARA6E/HCU5E CONNECTION 1 AS REQUIRED BY IRO 8302.5 -(1)LAYER 1/2"CI-IB 9 BOTH SIDES OF COMMON WALLS) -(1)LA,ER I/2"6W13 -4 GARAGE GEILIN6 BELOW ATTIC SPAGF -(1)LAYER 5/8"TYPE 'X"GNB @ 6ARA6E CEILING BELOW HABITABLE SPACE 1 \ 10.PRO`/OE(1)LA(FR OF 1/2"6WB©UNDER-SIDE OF FIRST FLOOR \1 �OLfS AS REO'D Bf IRC 8302.13 IF FIRE RATED JOISTS ARE NOT USED 10.ALL 61,y5 SHALL B[-TAPED,JOINT COMPOUNDED AND SANDED TO A LEVEL 4 SURFA.GE PREPARATION UOQ:. Ali II I JAINTAIN 2'MIi IIMLM GI EAR DISTANCE BETWEEN ROOF DFGK AND IPISU!_ATIOI•I FOR VENTILATION. FRO`/IDE AIRFLOW BAFFI E5 AS REO) \ , SNFFY NO. 12"SFE E11ER6(GODS NOTES FOR ADDITIONAL INFORMATION I ij r W • Q - .� - ,----_e...-_ \\\ > r _LOUVER(TYP) � �j-f?� �� _ARGHITEGTIURAL GOMFOSITION SHINGLE5(TYP)__ Cc \_ -m z� 2x6 ALUMINUM 12 --` NRAPPED FRIEZE._-,...�_ - - - - -- �,.._�..�..�-..-n__.m-__-- •\\r^ t FJry ar`' `_� _IO 12 (TYP 0 FRONT ELEV) 10 X/ � F\\ E,SIC' <xb ALUMINUM �V', D Z /' _- •� / WRAPPED _ _ �...'ti ! - FASCIA(TYP)-� T-4 T/8"HDR HT (TYP U.O N) LOUVERED SHUTTERS H CROSSHEAD a/ - - -- KEY(TYPICAL FRONT ELEVATION) -—I� I -1� 00 CEDAR'NRAPFED-- �4"VINYL -, _COLUMNS/BEAMC) 4"EXP HORIZONTAL VINYL SIDING(TTP) GORiIER(TYP) Ix4 R5 GEDAR 6ASIN6 N/Ix8 KIGKPLATE I I FRONT ELEVATION U z z SCALE I/8"-I'-O" A-4 Z r _O 0 Go ~ ZLLI Q JJ \ U-1 W " L- W ry W Q J O2xb ALUMINUM WRAPPED FASCIA(T(P) \ �_ Z _ 8 12 J-1 18"x24' \ 12 LOUVER(TYP)---JJJ 12 0 W ARGHITEGTURAL W Oj GOMP051TION = > x SHINGLES(TYP) Lu HDR HT (LND/BATH) �■ j VINYL CORNER(TYP)— r__I�1 r f-i I- ^�� I l rl^.,J �4"EXPOSURE HORIZONTAL- rr I-Ll ®� i�J M r m —_ VINYL SIDING(TYP) ii l 11 � ��❑ DRAWN BY. JEB ,III-.-;,I[� ©0- I� X10 - Cl CHECKED BY: 70I 0 l © I�� SCALE: AS NOTED I 0 4 I� I_I DATE. 12/4/17 STEEL RA15ED PANEL- OVERHEAD DOOR IV -\ CROSSHEAD 4 Ix4 R5 \, GEDAR GA5IN6 RIGHT ELEVATION 2 A-4 SHEET NO. w Q < � G Ql- ARGHITEGTURAL COMPOSITION SHI1,16LE5(TYP) ✓� �J f ,: J 12 2x6 ALUMINUM WRAPPED FASCIA(TYP) FMI - _( I . T-4--1/8"HDR Hi d (TYP U.O.N) L�j LLLL REAR ELEVATIONLij / 1 SCALE: I/8"=1'-O" A-4a U Z zCLl o Q N < Z Q LU \ W LU J \ ^/ W W W Q 2x6 ALUMINUM WRAPPED FASCIA(TYP) I2 W ry 18"x24 O 12 LGU,/ER(TYP) uj ARGHFFF:�TURAL W 7O ~/ b COMFG51TION = > X SHINGLES(TYP) W i i� HDR HT , (BATH) ii VINYL GORNER(TYP) !Mi0 O DRAWN BY: JEB —74"E;<POSURE HCRIZONTAL ,p `✓IIJfL SIDING(T'YP) CHECKED BY: SCALE: AS NOTED DATE: 12/4/17 .. Ix8 R5 CEDAR — KIGKPLATE LEFT ELEVATION OA A 4u, SHEET NO. i FRAMING NOTES: o I.ALL DIMENSIONS ARE TO FAGS OF FRAP'II1.G U.O.N. _ 2.I ALL -1015TS SHALL BE"BOISE-CASCADE"II 1/5'AJS 20 3 16"OG UC.N. All FIRST FLOOR_!GISTS SHALL BE AJS 24 FMJ(FIRE MEMBRANE JOIST) N1 1 C IN LIEU OF 1/2"SHEETROCK PER IR830213 rF��'` / 3 ALL NDN-EN6INEEREO LUMBER SHALL BE #2 SPF OR BETTER UO.N. 4 ALL PRESSURE TREATED I_UMBER SHALL BE ^2 SYP U.0 N. FIELD TREAT - ALL NOTGHE5,END GUTS AND DRILLED HOLES I 1/8"dl"Uo" _ 5 ALL LUMBER IN CONTACT WITH PIASOhlRY SHALL BE PRE55URE TREATED BG Plri(TYP) I �!i .0 1p U.O.N 27_10,: I I I I 15'-2" I 1 fi (� r Q 6.ALL EXTERIOR DECK AND PORCH FRAMIN6'SHALL BE PRESSURE TREATED U O.N. � (2) II T/6"LVL HDR CJS ;v (2) II l/8"LVL HDR 1.SECURE ALL PLATES TO FOUNDATION Wll"H 5/8"x12"LONG ANCHOR - _ -IF� �3 —Tr (3)q I/2"LVL BOLTS. SEE L SILL LAT NOTES FOR LOCATIONS AND SPACING SCS - 8.AT FOUNDATION BEAM POGKET5 PROTECT ALL UNTREATED NOOD FROM DIRECT CONTACT W/MASONRY. MAINTAIN MIN 1/2"AIRSPACE s^51DE5 AND REAR OF POCKET. PROVIDE STEEL SHIMS AS REQUIRED. 5ECURE ALL DROPPED BEAMS TO SILL PLATE WITH L5TA12 GALV STRAP TIE n�EACH END I I I 1 O G.ALL EXTERIOR HALLS SHALL BE 2x6 WOOD STUDS fp 24"Cr-AND Z ALL INTERIOR PARTIONS AND EXTERIOR GARAGE WALLS SHALL BE _ 12'-4" ( �-41' 22'-8" 2x4 WOOD STUDS 9 16"OG U.O N. ALL NALL5 BETWEEN GARAGE AND � I LIVING SPACE SHALL BE 2x6 WOOD STUDS g 24"CG U.O.N. I I I I I 1 ! I I I I I II I I I I I I I I I 1 1 I I I I I I I I 3I I I I I 10 AIL STUD WALLS SHALL HAVE SINGLE BOTTONt PLATE AND DOUBLE TOP _ I. I 15'S4 PLATE U ON II.ALL 5U5-FLCCRIN6 SHALL BE 3/4"05B U.O.N. 5L'B-FLOORING SHALL BE I I N 0 P I P to 1 I I 1 GLUED AND SGREJ^IED TO JOISTS HOLD LAST JOIST 16" I I O O O 10 O I I I I I 7 1 FROM END TO ALLOW 12 ALL ENGINEERED LUMBER SHALL BE INSTALLED PER MFR SPEGIFIGATIGNS ACCESS FOR INSULATION I I m 13 SEE SHEET N-2 FOR DESIGN NIND LOADS @ RIM AREA(TYP) O LT Q I I I I 0 CQ 14.ALL FLOOR FRAMING MEMBERS SHALL ALIGN WITH STUDS BELOP!EXCEPT I 1 I I 1 I I - C4 HEADERS AND BEAMS 1 Q 15.PROVIDE TEMG TEMPORARY BRACINAS REQUIRED UNTIL ALL WALL.,FLOOR AND ROOF FRAMING IS GONSTRUGTED,SHEATHED AND SECURED 1 - - - (3)q I/2"LVL 16.FASTEN ALL FRAMING MEMBERS AND SHEATHING IN ACCORDANCE KITH I - - I I 2015 IRC R602.3(I) - 1-7 FRAMING CONNECTORS SIMPSON INDICATED I I I I I I I I I I I I I - JB 5ERIE5 HANGERS @ 2.JOISTS U.O.N. I I I I I I I I 1 I I I I I 1 -U SERIES HAN6ER5 9 TJI JOISTS U O.N. i -ADDITIONAL CONNECTORS AS REQUIRED 15.PROVIDE DOUBLE JOISTS BELON ALL PARALLEL PARTITION KALI S AND ° AROUND ALL FLOOR AND ROOF OPENINGS U O N. I0. V PROIDE SOLID BLCGKIN6 BELON ALL COLUMNS,JACK STUDS AND OTHMIz I I I I I I I 1 I I I I START 4 OG JOIST CONCENTRATED LOADS AS REQUIRED TO TRANSFER LOADS TO FOUNDATION, I I I I I I I I I I I 1 I I I I I I LAYOUT© THIS HALL W INSTALL 5CUA5H BLCGK5 AS REQUIRED FOR TRANSFER OF LOADS NHEREI 7 Z 1•�� INTERRUPTED BY A FLOOR JU OIST L I I Z — l � 20.PROVIDE FIRE-BLOCKING AS REQUIRED BY 2015 IRC Rb02Z 9 1 I I I 1 V8"LVLw 7 T! 21.PROVIDE MIN(2)JACK STUDS EACH END g ALL HEADERS>5'-O"AND(I) 3'-I I" �I -gV I I I I I I m L JACK STUD EACH END a ALL HEADERS<5'-O"U O I I I I I I I I 1 1 -T, �, !1 Q VJ 22,PROVIDE BRIDGING BETWEEN FLOOR JOISTS PER MANUFACTURERS 5PEG- i I 1—I— Ip I <) I I'i I —I—I—I w IFICA :�ALL ENGINEERED FLOOR '01575. BRIG6ING FOR ALL DIMEN- - �- JOISTS SHALT_BE INSTALLED AS FOLLOWS 1 I I < L!' ` w � TIONS xc -(I)RON OF BEVEL-GUT 1x4 WOOD BRIDGING FOR SPANS<14' I SIONAL FLOOR -(2)ROWS OF BEVEL-GUT 1x4 N00D BRIDGING FOR SPANS<13' I I I I I I I 1 I I I BG RIM(TYP) -(3)PONS OF BEVEL-GUT 1x4 WOOD BRIDGING FOR SPANS<22' W IQ23 PROTIDE SOLID BLOCKING BETWEEN WALL STUDS AS REQUIRED FOR I I 1 I—I—� ui AT TAGHMENT AND 5UPPORT OF CABINETS,HAND RAILS,GRAB BARS AND --f-- i J o ANT'OTHER ITEM5 WHICH REQUIRE SUCH ��LL z 24.FRAMER SHALL VERIFY THAT ALI_WINDOWS AND DOCR5 ARE INSTALLED W PLUMB AND SQUARE AND SHALL VERIF(THAT ALL HEADER HEIGHTS GONFORri 6'-O' 12'_3" 23'-4" 0 TO THOSE INDICATED ON DRAWINGS O 1 25.ALL DRILLING/NOTCHING OF STUDS @ EXTERIOR AND LOAD BEARING PROVIDE SOLID BLOCKING W O _ NALLS SHALT CONFORM TO 2015 IRC 8602.6 BELON ALL POINT LOADS(f YP) 8 26.ALL 5TEEL GIRDERS SHALL BE 36 K51 UO.N.PROVIDE 2x NAILERS s TOP I-, AND BOTTOM FI AN6ES AS REQUIRED. FLOOR FRAMING LEGEND DRAWN BY: JEB JOIST(ALL JOISTS TO BE II 7/8" AJS 24 FMJ ,d lo"OG U.N.0) I CHECKED BY: ®�® HEADER/BEAM (AS IND)CATED) I SCALE: AS NOTED JOTS"l DATE: 2/4/17 HANGER FLOOR LOADS TYP FLOOR STAIRS J 2. OVER-FRAMING (A5 INDIGATED) IOAD LOADS (PSF) (175F) 1, LIVE LOAD 40 40 2x UNDER-FRAMING (AS INDIGATED) s STRUCTURE 6 %/1 NT LOAD BEARING PARTITION (ALL EXT YlALLS LOAD BEARING) 1 CEILING FINISH 2 � - FLOOR FRAMING SG j POINT LOAD FROM AC3V (PROVIDE SOLID BLOGFIh!G AS REO'D) No rEs ALE I/5"=1'-O" A-5 FLOOR FINISH 2 2 _EE BOISE-CASCADE FRAMERS PCC(EP GUIDE FOR ADD' NFORMATION MEGHANIGAL - PI_Ui-161NG DROP (MAINTAIN ADEGJA(E (-LEA.RAPICE TO JOISTS) \ J) TOO I 4%5 �� SHEET NO. r W \ i .. Q Q ROOF LOADS o",BAKE - TYP ROOF i f - \� LOAD S I V LOADS (P5F) PROVIDE(2)56"W ROhlS(6"LAP) Q \ ICE/WATER SHIELD MEMBRANE @ ALL TY ry v - - - I �i 101^1 LOAD 5O ( EAVES,SINGLE RCW @`/ALLEYS(TYP) �, 7 ✓ 4�D RJ//'�\, `\ - ST 10 I \ an ✓ �ry r td ``�\\ � \ 2x6-UB-FASCIA(TYP) x - - - C UP, N I I FIN15H I 5 _ T k� !I LVL HDR - - - _ 2-11 TOTAL 652 LVL HDR 2-ll 7/b7 " ` GIRDER TRUE5 i1 GONT RID6E VENT(FYP) JI \ < w O IIII I II II l - I ' II 111111 . I _ .II111111111 u NYS CERTIFIED RGOF TPV'55E5 @ 14 OG(TYP) I � if + I I I I I I I 1 I I I\I I I oiz ona � U 12"RAKE� ; I 22'x50"ATTIC I 1 I I I I I I I 'AA I I I ACGE55 PANEL II - - I I ��I1111 I 2x6 OVER-FRAMING 24"OG) I \ F I W/2x8 RIDGE(1YP) -� --- � I I I I I I1� 1 I I 1 I It I ( • W I ROOF PLAN 2 w O I I l f I I Ir ( 5GAL6 1/16"=1'-O" -® m T2)2x!2 HDi_I III .— ' -f� w O __ I I (2)2x12 HDR !I W L ry RDER TRUSS z Z GI Lu 2-11 lA"LVI_HDR _ _ - _ - - TYP ROOF CONST J > 2.12 RAFTERS/2x4 GJ' 1 OG Lu 2x2 " OKCUiS Z (3 24,'CC, J, 2-2x10 DROPPED - - -_ - J / AL DRIP \ O H j BEAM INSULATION BAFFLE(MIN 2"AIRWAY) �� EDGE C" '"' _ - W Imo- O ROOF FRAMING PLAN \ - - N \ / \ �I �/ 3 LL 0 TYP ROOF CONS"f 6 / 2x6 SUB-FA5GIA ROOF FRAMING NOTES: OA-1 - N \ \/ \-'o - O ALUMINUM FASCIA I.ALL DIMEhJSIONS ARE TO CL OF TRU55/RAFTER U.O.N. - - - - \ ,- AL DRIPVMYL Ej 2 ALL 1RU55E5/RAFTER5 SHAT L BE 24"OG O.N. J T (NON-VENTED)) EDGE (TYP RAKE) / 'o" _ 3 ALI_NON-ENOINEER-ED LUMBER SHALL BE N2 SPF OR BETTER (RAKE @ FRONT 12" ) - 4 ALL ROOF SHEATHINSHALL BE 1/2"055 40/20 EXP I OR W/"H" LIPS T FL e (BLE`/ATIOII) G C @ JOINTS BET'NEcI`I TRUSSES -F c I - � I DRAWN BY: JEB 5.SEE 55 06100 FOR ALLOPJABLE 5FRE55ES OF ALL HOOD FRAMING ! _ Ij \—` -1 \NYs cERTIr-!ED CHECKED BY: 2x6 SUB-FASCIA 6 ALL S1RUG ONE COMPONENTS SHALL MEET OR EXCEED RECUIREMENTS - - - - - I � -("! ROOF TRUSSES FOR SEIShtIG ZONE ZA,IC50 USG 1991 �I \ '� @ 24'CG ' SCALE: AS NOTED -1.SEE SHEET N-2 FOR DESIGN'HIND SPEED ALUMINUM FASCIA\ \ \ \ ry 8.ALL ROOF FRAMIN6 MEMBERS SHALL ALIGN WITH STUDS EELOW EXCVENTEDEPT VINYL i�' V DATE: 12/4/17 @ HEADERS AND BEAMS I i I I I I I I I I I I �OFRT TYP EXHEADERS WALL C0N5T _ 9.FASTEN ALL FRAMIIJ6 MEMBERS IN ACCORDANCE KITH IRC 8602 3(U -- _ IO PROVIDE TEMPORARY 3RAGIN6 FOR TRUSSES AS REQ'D UNTIL PERMANENT DRAGIN6 AND ROOF SHEATHII:6 ARE 1h1 FLAGE (2)2x6 HDR (2)2x6,HDR - 02' I,.BP-ACE ALL FRU'SSE5 IN AGGCRDANGE WITH TPI BWT-"Ib.PROVIDE 15.PROVIDE FIRF-51OGKIN6 AS REEUIRED Sr IRC 86028 (TRUSS FAIT) -. TYP EXTilAl_L GOPIS"f \ ADDITIONAL 5P.ACING AS REOUIRED BY TRUSS MFR BOTTOM CHORD 2x4 @ 10'-0"OG PERP FO TRUSSES,@ 45"@ ALL 14.PRO`/IDE 22"x30"ATTIC AGGE55 PANEL(SEE PLAN FOR LOCATION) CROS5/,IAL L5(END OF PERP RUNS). NAIL i0 TOP OF BOTTOM CHORD (FIN SCFFIT) r:EB: PER TRUSS MFR AND �45'STARTIPI6.g CR05S?!AILS 15.FROVIDF I-IIN(2)JACK STUDS EACH ENV @ ALL HEADFR5>5'-0"AND (ENDS)AND%: 20'-O"MH,X SPACIiJ6,BUT NOF MORE THAI!2x THE (1) JACK JTI,'D EACH END @ ALL HEA[)FR5<5'-r"'U.0,N HOP,IZOHTAI DISTANCE OF THE DIA60NAI 12 FRAMING GONdEC FORS 51t",PS,^hl INDICATED Ic.CUT SAGY ROOF SHEATHING @ ALL RIDGE VDIT LGGr,TICN5 ANC EELGW TYP EAVE �\ TYP RAKE -LA-6 TS/FITS SERIES CLIPS @ TRUSS BEARING ALL O`iER-FRAMIil6 TO ALLOW FOR VE:dTILATION -) / \ -SFC SERIES GLIFS @ ?ITERIOP-PARTICNS M PP.00DE MIN 12"FAI:�ED HEEL AP ALL TRU-SES-IJ - SCALE: 3/tet"-I'-O' � SCALE 3/4„=1'-O” -I6T SERIES TIE DOWNS 3 ALL GIRDER TRUSS-SEARING A-O A-6 \ SHEET NO. -ADDITIONAL GGNNEGTCR5 AS REQUIRED 18"Al 6ADLE END TRU55ES SHALL DE DE516NED TO SPAN _-� il!iJCOW/DCOR RCC I-I OPENIhI6S NI THOIJT HEADERS U.O N e. w Q 0 - IPISULATED HEADER (2) 2x6 TOP PLATE 2x4 FRAMING� ! / PER PLAN -- lb"OG(PITCH 5EAT ----I --1----1� -- / I/2"CONCRETE E•/4xc ND MANTEL SHELF 7V1 f� 1� '� BACKER-BOARD :^!/I/4"ROUND OVER / t} Si•'I(;�� 1/4"TOWARD ��- g TOP EDGE- -HC WER PAN) �-2<6 STUDS __ L!✓ x S S \ ROUGH OPG 5� ROU6H OP LJ / PER PLAN / 3 5/8"WD GROWN S/=+x10 ND LINTEL ` '(TYP) PER FLA PLAN/ KING STUD—� \ / S CERAMIC TICE �r /�---JACK STUD(S) I'O„ (SEE NOTE) Z / \ - V i CERAMIC TILE SILL(SPLIT �__�5" REVEAL TOP,TOP, 8" o SIDES) JACK STUD(9 SILL) z 5/4x6 ND MANTEL PRE-FAB 6A5 LES(TYP' FIREPLACE -. I CRIPPLE STUDS Sy PER PLAN � ONLY AS REO'D 5'-O"xl'-O"D FLUSH TILE HEARTH(OPT) FOR 24"OG STUD _ SPAG INS ,y+ FIBERGLASS SHOWER PAN LOAD BEARING WALL NON-LOAD BEARING WALL 1 SHOWER SEAT NTES- � SCALE. I"-1'-O" N_1 EXTERIOR DOOR/WINDOW FRAMING 2 FIREPLACE SURROUND / -3 1 O ' I.PROVIDE GONTINL'CU5 RUBBER UNDER-LAYMENT v NOTE: PROVIDE SINGLE JACK STUD ALL ROUGH SCALE: I/4"=1'-0' SCALE: NONE g HORIZONTAL SEAT SURFACE EXTEND MIN 4'UP OFENIN65<S-O",PROVIDE DOUBLE .JACK 5T!JD5 N_1 N-1 5DE WALL5 & DONN HORIZONTAL PAGE OF SEAT s''ALL OPENINGS>>-O"UO N. 2 PROVIDEIN-CRSANIG SILICONE SEALANT 0 ALL INSIDE CORNERS d J0INT5 @ SHONEP.DOOR(TYP) Lu r UZ 2x4 LADDER FRAME -4 24"CG IN LIEU OF �-2x4� lo"CG U.O.N. I/2"MIN 1- CLIPS(OPT) Lu i 2x4 ND BLOGKIN6 HARD'NOOD m J 'HEETROCK(-LIP - _ AS REO'D HANDRAIL ® � uj 11W I 12"D WIRE SHELF h!/ � /\I/ rII =.�._�_._-.moi Ir,II P} INT_6RAL ROD I'II b <C, ll 1 ry _Ll J ' ll f ----- — .0 w 1 — - RETURN TO d / — C' W Q 2:<6� 24"GG U.O.hL I/2"6WB WALL(TYP) �,I,� — -. m~ � Z H LVES EXT WALL @INT WALL _ 45'r(ITRE rm_ 0 a T 4 I6 D WIRE Q BRAGKETS� - •� LLJ J HANDRAIL BRACKET O ,g AS REO'D7G� REN TO BLOCKING) O .. . / (5G O'CG(TYP) 1 1 1 O v -y < s I"GOVE NALL DRAGKET HANDRAIL r7 �SHEETROGK CLIP 5/4 TREAD �I SCALE: -1/2"=1'-O" N-.1 4dALL FRAMIN6 CLOSET LINEN/PANTRY DRAWN BY: JEB LAG 5TRINSER TO STUD 9 1/5 SPAN CHECKED BY: SCALE: AS NOTED TYP SHELVING 4 2x6.g 24"OG UC.N. 5/4x12 STRINSER—F DATE: 12/4/17 NOTES SCALE: I/4"=1'-0" I.PROVIDE 51P16LE SHELF(NO ROD)4 WA5HER/DRYER N 1 EXT CORNER �— 2.PROVIDE TIGHT MESH SHELVES @ PANTRY EXT WALL FRAMING5 STAIR STRINGER @ WALL 6 SCALE: "=r_o" N-1 SGAIE oN-1 SHEET NO. " r ENERGY CODE NOTES: MECHANICAL NOTES; W a - o L ALL CONSTRUCTION SHALL BE IN STRICT CONFORMANCE N/ FHF 2015 I.ALL PLUMBING,ELECTRICAL FIND HVAC;WORK SHALL COI-IPLf Tll TH - INTERNATIONAL ENER51'CONSERVATION CODE. COMPLIANCE SHALL BE 2015 IRC OBTAJNED B-Y USING THE TOTAL UA ALTERNATIVE AND DEMONSTRATED =- THROU6H US DEPARTMENT OF ENIERGf RES-GRECK ENERGY GOMFLIAI•:GE 2 CONTRACTOR SHALL VERIFY THAT PROPER COMBUSTION AIR 15 AVAIL- -_ SOFTWARE ABLE FOR ALL FUEL-FIRED APPLIANCES UPON INSTALLATION D15 iANGE BETrVEEhI BALUSTERS r`` 1 r,(_ f_ SHALL BE SUCH THAT A 4"IP 2.4 DIAGONAL BRACING NAILED v 2.SEE WALLBOARD 3 INSULATION NOTES FOR ALL INSULATION R-VALUES 3 ALL DUCTS SHALL BE 5EGUPc9D ANC SEALED IN ACCORDANCE I^11TH WD HANDRAIL SPHERE 15 UNABLE TO PASS TO TOP SIDE OF BOTTOM CHORD ,f j +�;✓ \\ 2015 IRG/2015!EGG a 34"MIN ABV THROUGH OPENING r!/MIN 2-1251 NAILS(TYP)a EA 3 THE FOLLOWM6 AREAS SHALL BE CAULKED,6A5KETED,WEATHER5TRIPPED BRACING"TO BE AT OR OTHERWISE SEALED%'11TH AN AIR-BARRIER MATERIAL: 4.ALL PRE-FABRICATED FIREPLACES AND FLUE5-HALL BE UL LISTED AND N051NJ6 EiJD OF BGCG.J +30'SPAN CP TC �` 45'ANSI F !. �, \ <4"TYP. 32',14'@ SPAN UP TO 48',8'@ r^ r1�\ -ALL JOINTS,SEAM5 AND PENETRATIONS INSTALLED IN ACCORDANCE NII fH MANUFAGTUP.ERSJREQL9REhIENTS AND r SPAN VF TO 60' VJ '�' ��< -SITE-BUILT COORS,NMCCWS ANJD SKYI_I6HT5 2015 IRC -_-_ l `� - ---- F-I / -OPENINGS 6ETWEEN DOCR/NINDGW ASSEMBLIES AND FRANIIN6 N1_t BERS -UTILI iY PENETRATIONS • 5,PROPER GLE .TOPE i0 HIt NFUSTIBLE5 SHALL BE 24"MIN A �ALL -I I,' '� ', I'I!' � \\ %'10 DROPPED CEILINGS OR GHA5E5 ADJACENT (O THERMAL ENVELOPE GHIMNIE(5/FLUE5. TOP CF GHIhINEYS/FLUES SHALL BE 24"MIN ABOVE ANYI I5'KNEE WALLSPORTION OF ROOF NITHIN 10'OF"TERMINATION. FIP.EBLCGKING SHALL BEMALLS/CEILINGS SEPARATING GARAGE FROM GCNDITIONED 5FAGE5 PROVICED IN ACCORDANCE Y'IITH MFR REQUIREMENTS AND 2015 IRC -BEHIND ALL TUB5/5HOWER5 LOCATED ON EXTERIOR WALLS \\ �\ •�` Z ^{J 1 6.ALL PLUMBING'WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL -COMMON WALLS BETNEEhI DYYELLIN6 UNITS -ATTIC ACCESS OPENINGS ORDINANCES,REGULATIONS AND GODE5 AS ADOPTED BY THE LOCAL / \ F�' '-,.,,,•_rt Sv / -RIM J015T JUNCTIONS GOVEPNIN6 STATE,COUNTY WNI AND TCAUTHORIES. THE CONTRACTOR SHALL /� / -�2x4 LATERAL BRAGINCZ\ J -SILL PLATES AND HEADERS PERFORM ALL WORK IN GCNFgRh11TY KITH THESE REQUIREMENTS WHETHER OR 6"�D SHALL BE < 15' / / NAILED TO TOP SIDE OF.�\F'-f ICU� e• (`��P'' t/ -AI L OTHER 5OURCE5 OF INFILTRATION NOT SPEGIFIGALLY INDICATED ON DRAWINGS UNABLE TO PA55 / BOTTOM,CHORD N/MIN THROUGH OPENING / / 2-I2d NAILS(TYP) 4.BUILDING ENVELOPE AIR TIGHTNESS AND INSULATION INSTALLATION!SHALL -7.ALL ELECTRICAL WORK 5rIA)=L 3E IN ACCORDANCE'KITH ALL LOCAL O BE VERIFIED BY ATHIRD PARTY TESTING AGENCY USING A BLONER DOOR CRDINANCE5,REGULATIONS ANJQ CODES AS ADOPTED BY THE LOCAL ' \ Z TEST AIR LEAKAGE SHALL BE LE55 THAN 3 AIR CHANGES PER HOUR WHEN GOVERNING STATE,COUNTY AND TOWN AUTHORIES THE CONTRACTOR SHALL \ PRESSURIZED TO 50 Pa. ALL TESTING INSTRUI-lENT5 AND PROGEDURE5 SHALL PERFORM ALI-NORK IN GONFOItMITY WITH THESE REQUIREMENTS NHE!HER OR \ - BE PER ASHRAE/ASTM ETIG. TESTING SHALL BE CONDUCTED AFTER THE NOT SPECIFIGALLY INDICATED ON DRAWIN65 ' I p� (' < 15' INSTALLATION OF ALL ITEMS%'!HIGH FENS"TRATE THE BUILDING ENVELOPE GUARD REQUIREMENTS 2 \ 8 ALL Pl_UMBIN6 GRAINS,VENTS AND SUPPLY LINES SHALL BE TESTED TO - ' AIR TIC HTNESS TESTING/INSULATION INSPEG TION AGENCY: THE FOLLOWING CRITERIA: - r+ SCALE NONE - 5 PSI PRESSURE TEST FOR 5 MINUTES N-2 DIAGONALS FROM BRACED �0 ORA NY EN POI TING,LLG -WATER HEAD TEST(IO'ABgVF HIGHEST CONNECTION) 6G HAYDEN POINT LOOP BAYS,REPE'\"T a BOTH ENDS DIAMOND POINT,NY 12824d g 20'-0"INTERVALS 9.ALL DRILLING/NOTCHING OF c7TUG5 s EXTERIOR AND LOAD BEARING WALLS TRUSS NOTES: 5.ALL REGESSED L16H-r FIXTURES SHALL BE SEALED TO LIMIT AIR LEAKAGE SHALL CONFORM TO 2015 IRG 8502.8,86026,8802.1 rw' c BETWEEN CONDITIONED AND UN-CONDITIONED SPAGE5. ALL FIXTURES SHALL 10.LOCATION OF ALL UTILITY CONNEGTION5 SHALL BE COORDINATED BY 1.PROVIDE TEMPOPARY d PERMANENT ^T'+ BE IG-RATED AND SHALL MEET ASTM E 283 ALL FIXTURES SHALL BE SEALED CONTRACTOR AND UTILITY COMPANY BRAGIh1G AS REQIPED BY TPI HIB-GI WITH CAULK OR A GA5KET BETWEEN THE HOUSING AND THE INTERIOR WALL OR,GEILIN6 GCVERING H.LOCATION OF ALL N'IFGHANIrAL EQUIPMENT,SERVICE PANELS FTG SHALL 2 LAP ALL LATERAL BRACES IN MIN 6.ALL WINDO'N5,5KfLI6HT5 AND EXTERIOR SLIDING DOORS SHALL HAVE AN BE FIELD VERIFIED AND APPROVED BY PROJECT MANA6ER IN ACCORDANCE 3.PROVIDE ADDITIONAL S MFr,JG AS KITH 2015 IRG ONGOMMENC S BY TRUSS MF6(SHOWN AIR INFIL!RATION RATE OF NO MORE THAN.3 CFM. ALL EXTERIOR SWINGING � ON GFR!TRUSS Dl^165 DCOR5 SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN.5 GFN•i. 12 EXHAUST FANS SHALL BE PROVIDED AT EACH BATF!ROOM 3 SHALL BE ALL UNITS HALL BE LISTED AND LABELED BY THE MANUFACTURER VENTED DIREGTLf TO THE EXTERIOR. ALL PANS SHALL PROVIDE A MINIMUM -7.GLASSI OR II VAPOR RETARDER 15 REQUIRED ON THE INTERIOR 51DE OF VENTILATION RATE OF 50 CFM(INTERMITTENT)OR 20 CFM(CONTINUOUS) ALL FRAU IED GONSTRUGTION(WALLS,FLOORS AND GEILIN65)ABOVE GRADE 12 AN EXHAUST FAN SHALL BE PROVIDED AT EACH KITCHEN d SHALL BE WHERE THE FRAMED CAVITY OR NAL IS NOT VENTILATED. THIS DOES NOT APPLY TO VENTED DIREGTLY TO THE EXTERIOR THE FAN SHALL PROVIDE A MINIMUM FOUNDATION GLA5TION WALL%RETARD U BELOW GRADE VENTILATION RATE OF ICC CFM(INTERMITTENT)OR 25 GFM(CONTINUOUS) TYP TRUSS BRACING � 8.GLA55 III VAPOR RETARDERS SHALL BE PERMITTED WHEN A PP_CFERLY SCALE: NONE N-Z VENTED EXTERIOR GLADDING IS USED 13.CLOTHES DRYER EXHAUST SHALL BE VENTED DIRECTLY'TO THE EXTERIOR AND SHALL BE SIZED AGGCRDIN16 TO APPLIANCE MFR SPEGIFIGATIONS a.MAXIMUM FENIE5TRA"TION U-FACTOR SHALL BE AS FOLLOWS: -VERTICAL FENESTRATION: .43(ZONES 4,5)40(ZONE 6) 14.SEE ENERGY CODE NOTES FOR ADDITIONAL INFORMATION! -SKYL I6,HTS: .75(ZONES 4-0 - rw r 10.EACH DWELLING UNIT SHALL BE EQUIPPED'WITH A PRC6RAMPIABLE ....-. =.:•,i-e:;tu:.-'-•:',r_c.,:,:„,,:a±t:r..sn;.a:.•,--.v�.'_;... .................. .... _„.I Z "THERMOSTAT J a GENERAL ONOTES:PERAORMEDIN65TRI SAFETY CODES,AS:^ELL AS y • � II.ALL SUPPLY DUCTS LOCATED IN UN-r ONDITIONED ATTICS SHALL BE INSULATED _ c,•. { �; .i. AND TO A MINIMUM OF R-8 ALL OTHER DUCTS SHALL BE INSULATED TO ALL GONER--NINE ASFNGIE5 HAVING JURISDICTION OVER THE PROJECT I _-. -» a;� ;.,i<�.',,; �;':;i;r� Q m � 12 ALL DUCTS,AIR HANDLERS,FILTER BOXE5 AND BUILDING GAV ES USED AS R-ETURNI DUCTS SHALL BE SEALED IN COMPLIANCE N/2015 IRG/IMG ±- "" f""" ••="-- --"`-"' _:...• - �"-"` .. I' Z 2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTIFY THE ARCHITECT - -: , OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION OR FABRICATION i'..; W W W 13. If DUCT TIGHNESS SHALL BE VERIFIED BY ONE OF THE FOLLCWING METHODS. - " _ `,t i, -POST CONSTRUCTION TEST. LEAKAGE TO OUTDOORS SHALL BE LESS THAN 3.IN THE EVENT OF A DISCREPANCY BETWEEN DRANIN65 0R SPECS,OP. .i 7,........:............„...._.._....._......._............ - ,. _ - ry CR EQUAL TO 4 GFM PER ICO 5Q FT OF GONPITIONEP FLOOR.AREA WHEN WITHIN EITHER DOCUMENT NOT CLARIFIED BY ADDENDUM,THE BETTER ! ' �""" .-�c ,•Te.--t._=r. zs f1In PRESSURIZED TO 25 Pa QUALITY OR GREATER QUANTIT'f OF'NORK SHALL BE PERFORMED/PROVIDED " •- - - , V -ROUGH IN TEST: LEAKAGE SHALL BE LESS THAN CP.EQUAL 70 4 GFNI PER n; .V Iry W 100 SO FT OF CONDITIONED FLOOR AREA NHEN PRESSURIZED i0 25 Pa s NH RMANUFACTURERS '.' E E RECOMMENDATIONS OR INS!RUCTIONS ARE - ;; :< -.:.-:,,•;v, . .� +•.• - ; � ii s REFERENCED,WORK SHALL BE PERFORMED IN STRICT COMPLIANCE NI TH 'y ,' - -. ..5.• .,fj ...„ NOTE: DUCT TI6H"!NES5 TEST 15 NOT REQUIRED IF THE AIR HANDLER AND ALL THE SAME,UNLESS:S VARIANGs WITH GODE5 OR MORE 5TRIN6ENT REQUIRE- s W Lu DL'GTPIORK 15 LOCATED WITHIN CONDITIONED SPACE. ALL TESTING SHALL BE MENTS SPECIFIED -- _ Z CONDUCTED BY A THIRD PARTY G TESTINAGENCY U51NG INSTRUMENTS AND FRCGEDURES AS SPECIFIED IN AN51/A5HRAE 152 AND A5TM EI55E TEST S.CONTRACTOR SHALL HAVE QM THE �CB SITE AT ALI_TIMES AN SHALL LLJ o METHOD AA FF.OM,.A COMPLETE AND CURRENT SET OF GONSTRUGTION DOCUMENTS t ' DUCT rI6HTNFl,S TF0.TING A<FNCY ', ';ia <:,�r ,., ,a•.,.�.;.;••i-_r .„ -. - t.; _ -_ 6.MINOR,ITEMS OP.WORK,SUCH AS GUTTING,B11GGKING, TRIM,ETC SHALL BE i` •>;}:-: _ Q GRAJNY CONSULTING,LLG FEP,FORMED AS REGUIRED TO MAKE THE WORK COMPLETE WHETHER OR NOT - is - r ."-,.....,. .'.t '•f. •^ W 6l1 HA fDEN POINT LOOP INDICA"FED ON"rHE CONSTRUCTION!DOCUMENTS { _ > DIAMOND POINT,NY 12824 _ T ,4111 MATERIALS SHALL SE AS SPECIFIED,OR EGUAL AS APPROVED BY 14 BUILDINJ6 CAVITIES SHALL NOT BE USED AS CUGT5 OR PLENUMS THE OIAiNER CR ARCHITECT 15.ALL MECHANICAL PIPING GARRYING FLUIDS ABOVE 105 DEGREES(F)OR S.CONTRACTOR SHALL SEC URS AND FASTEN ALL CONSTRUCTION"i0 INSURE t •-'" BELON 55 DE6REE5(F)SHALL BE INSULATED TO A MINIMUI-I OF R-3 THAT ALL MATEPIALS WILL REMAIN SECURELY IN PLACE l6.ALL GIRGULATING HOT WATER PIPES SHALL BE INSULATED TO A MINIMUM ......_.. .. OF R-3. GIRGULATING HOT WATER SY5TEM5 SHALL INGLUDE A READILY AGGES5i BLE SHUT OFF 5TlITGH � ., - ..... ......... ._. ..,. .- I"7.ALL OUTDOOR AIR INTAKES AND EXHAUST VENT5 SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN VENTILATION 5"fSTEM IS NOT IN OPERATION - OPERATIONI Nas,:;:fBecn-z9..xrn,n,tfaot::3osr�m DRAWN BY: JEB 18.ALL HEATING AND GCOLfiJG EQUIPMENT SHALL BE SIZED IN ACGORDANGE t,1:.T1irY7 PFG;PORTAL FFc,hl:tE AT 5ARAGE00411 f7P'cN€H,S CHECKED BY: IAIITH ALGA MANUAL J IN 5EI57si9C i1ESi.0,14.CA''EGOR[E5 h.6 AND C la A MINIMUM OF 15f OF THE LAMF5 IN FERMANENTLY INSTALLED LIGHTING SCALE: AS NOTED FIXTURES SHALL BE H16H-EFFIGIENGr LAMPS ' DATE: 12/4/17 20 MECHANICAL VENTILATION SHALL BE PROVIDED IN COMPLIANCE rV/ 2015 IRG SECTION!MG07 VENTII ATION RATE SHALL BE DETERMINED BY TABLE M150J.3.3(I)AND.SHALL BE PROVIDED BY EITHER A NHCLE HOUSE GARAGE DOOR PORTAL FRAME oN- VENTILATION!SYSTEM OR A LCGAL EXHAUST OR SUFFI f SYSTEM 2l.SEE MEGHANIGAL NOTES POR ADDITIONAL INFORMATION SCALE: NONE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 6RCUNID 'NIiJD SPEED 5E15t•'IIG DE SIGN 51JBJEGT TO DAMAGE FROM-1 SNINTER DEGION IGF SHIELD FLOOD AIR FREEZING ! SN06d LOAD (PSF) 4PH) GATEC OR( WEATHER FROST D=PTH TFRI-IITF DEGA-f DRY-BULB TEMP UNDER!A f i4ENT REO'D HAZA D5 iJDF;< IN -2l E S G SEVERE ^T8"L SLIGHT TO IOE)ERATE %HONE TO SI LGH! -10 'E5 NO 2500 / SHEET NO. R W Q DOOR SCHEDULE -SHEETROCK OPENINGS WINDOW SCHEDULE FELLA VINrL WINDOWS 25 5ERIE5(Doable HFNcg) GORE I ROL'CH OPENING FRAME AREA 1 2 GLA55 VENT E-- 55 FRAME AREA TAC 51 ZE FYPE U-VALUE 5HCG Tav SIZE I TrFE I ROUGH OPEIJ IrNG U-VALUE SHGC HOLLOP!/50LID INCLUDES 3/4"SHIM (SF) (SF) (SF) (5F) (SF) 3068 .< GARBONITE 3'-2%a"x '6'-103/4" 21 I .1/.21 .01/.19 A 2036 GS 2'-O"x3'-6" 4.0 3.3 45 IA 3068 W/SL I X GARBONITE •k'-3 i4"x 6'-103i" i 29 14/.21 .01/.19 I B 2050 DH 2'-O"xB-O" 6.2 3.I - 9.1 30 1 .45 IB 3063 W/(2)SL X GARBONITE .1-7/21 G 2056 DH 2'-O"x5'-a" I 5.9 35 I I5.i .30 45 f� ! 9'-5::y".c 6'-10%4" ' 31 .Il/21 .01/.19 �D 2820 FX �'-8"x2'-O" 3.4 5.1 .30 45 (` IG 3063 W/(2)SL/FRAf>!5, X GAP.BOMITE 5'-5%",r 3'-O!4" * 43 .111.21 OI/.Ig I E 1 2556 DH 2'-8"x5'-6" 101 5.0 5.0 I 143 .30 1 .45 f/ /�✓ -� Q ID 3068 W7 TRAN5 x GARBONITE 5'-224"x 8'O3a" ' 25 .11/.21 OI/.Iq I F 2856-2 DH 5'-4"x 5'-6' 20.0 100 5.0 289 .30 .45 1 til c, 2 I 206& I X I 6-PANEL N1A5ONITE 2'-2"x 6'-II" - - - G 3252-2 DH 6'-4".+5'-2" 23.0 11.4 5.1 322 .30 45 1� 3 2468 X 6-PANEL FIASONITE 2'-6"x 6'-II" - - - H 3056-2 DH 0'-O"x5•_6^ 23.2 Il.a 58 325 i 30 .45 _ _ - J 3420 I F.< - I I c/ 3'-4"x2'-0" 4.4 6.1 30 .45 30 2463 X IFITERIOR FULL LIGHT 2'-6"x 6'-11" _ K 3450 DH 3'-4"x5'-O" 11.9 5.8 5.8 16.9 1 30 1 .45 1 {rq. 4 2663 X 16-PANEL MASONITE I 2'-8"x 6'-II" - - - L 3450-2 DH 6'-8".��-O" 230 116 5.8 32.3 .30 .45 S�` 5 :068 X BI-FOLD 1 5'-I%z"x 6'-10" - - Fi 1 3456-2 DH 6'-8"x5'-6" 26.4 13.0 6.5 362 30 1 .45 \10 I - I - I I `� S 6 -4068 X BI-PASS 4'-0"x 6'-II" N 2850-2 DH 5'-4"x5'-O" 119 0.O 262 .30 .45 1 I 6068 X SLIDER L 0'-O"x 6'-3" 40 .30/.33 23/29 IO 3436 DH 3'-4"x5'-6" 133 6.5 6.5 18.0 30 .458 5068 X BI-PA55 5-O x 6-II - - I P 3420-2 FX I 6-8"x2 O" 88 - 134 I 30 I .45 q 6066 I X I I BI-PASS 6'-O"x b'-II" .I 10 2846 I DH 2'-8'x4'-6" 80 3.9 3.9 117 30 45 1 10 1 2668 1 X LOUVERED BI-FOLD 2'-1rz"x 6'-10" 1 I _ I R 5056 FX O"x5'6" 1 22.8 I 27.1 .3o 45 1 5 2040-2 I GS 4'-O"x4'-O" 12 8.8 15.6 .30 45 II 16010 X OVERHEAD 16'-2"x 1'-I" - „- IT 2636 G5 2'-6"x3'-6" 5.4 44 - 88 30 .45 r 12 2068 f, I BI-FOLD I 2'-I%2"x 6'-10° - - - I U 3452 DH 3'-4"x5'-2" I 12.4 bO 1 60 Ib.q .30 .45 - J'' '✓7.' 13 2666 X BI-FOLD I 2'-1%�"x 6'-10" - - - I V 2656 GS 2'-6"x5'-b" 11.1 1 88 1.8 13.4 1 ,30 .45 I 14 3o68 X BI-FOLD 5'-1%2"x 6'-10" IN 4016 FX 1 4'-O"xl'-b" 35 - - 6.0 1 .30 .45 1 15 1668 I X I 5-PANEL MA50NITE I'-3"x 6'-11" - 1 - - Ix 1 2816 1 FX 2'-8"xl'-b" 2.2 - - 4.0 1 .30 1 45 16 I 2-2068 I X I 6-PANEL MASONITE 4'-3"x 0'-II" - I _ ( _ 1 T" 1 6020 I FX 6'-0'x2'-0" 82 - - 12.0 30 1 .45 Z 2552 DH 2'-8"x5'-2" q.0 4 5 130 .30 .45 1 Il I 9066 I X 5LIDEP I qe^x 6'-3" 54 .30/.33 I .26/.29 IAA 3416 1 FX 3'-4",x r-6" zq - - 1 45 30 .45 13 I 2866 I X q-LITE GAPBONITE 2'-10%4"x 6-10" 19 .27 I .Iq I I I I - AB 2456 DH 2'-4"x5'-6" 35 4.3 125 .30 .45 Iq 2868 I I X FULL GLA55 2'-10%4"x 6'-10" I 19 .2q .20 I AG 1 2020 FX 2'-O'x2'-0" 3.0 1 - 1 - 4.0 .30 .45 20 2868 I x 3/4 HR FIRE RATED I - 2'-q"x 6'-q -7/16" 19 I .Il .OI IAD 1 3050-2 DH 6'_p^xg_p° 210 11.2 1 5.1 242 .30 45 AE 2626 F.< 2'-6"x2'-6•' 50 - - 6.3 .30 .45 21 5068 I X SLIDER I 5'-O"x 6'-3" 33 .30/.33 .2872q III 22 4068 I X BI-FOLD 1 4'_1'/2"x6'_10" - - _ AF 5020 FX 5'_0`x2•_0-' 8.0 - - 9.1 .30 45 I J I - AG 2850 DH 2'-3"x5'-0" q O 45 30 30 .45 23 2863 X 6-PAhlEL MASOtlITE 2'-10"x 6'-II" AH 2856/2813 DH/FX 2•_8°x6'_q" 120 1 50 1 13.3 30 45 1 24 6068 X BI-FOLD 6'-122"x 6'-10" I I AJ 3050 DH 3'-O"x5'-O" 105 1 5.1 5.1 14.1 .30 .45 1 n 25 I 6066 X FRENCH SWING 6'-O"x 6'-6!13" 40 .30 .21 I AK 6030 SLIDING 6'-O"x3'-O" a.q 82 13 I 116 30 45 1 W 26 2668 X POCKET 5'-13/4"x 1'-pie" - - 1 - IAL 2436 DH 2'-4•x3'-6" 4.q 23 - 7.9 30 45 1 21 I 8010 x OVERHEAD I q'-2"x 1'-I" - - - I - 1 W U Ari 2036 DH 2'-O"x3'-a" 40 Lq 0.8 .30 45 28 3068 X I POCKET 6'-13/4"x 1'-052" - - I - AN 3026 F,< 5•_0•x2'_6^ 4.5 - - 13 .30 .45 1 >_ V) IAP 2424 Fx 2'_4•x2'-4" 3.1 - - 5.4 .30 .45 Z 1 O 2q 3068 , I b-PANEL MA50NITE 3'-2"x 6'-II" - - ,I - I AQ 3056 FX ARCH 3'-O I/2"x5'-10 I/2" 13.0 - - 17.0 .30 .45 In 30 9065 X OVERHEAD W-2"x 6'-q" - I - I - _ _ � 1 AR Soso 1 Fx s'-O"x>-O" - _ 30 .45 of� 31 8010 x OVEPHEAD 3'-2"x 1'-1" - - - I A5 2446 1 DH I 2•_4'x4'-b" I 6.1 3.3 - 102 .30 .45 ry :DO I m 32 2266 I X 6-PANEL PIA50idITE 2'-4"x 6'-II" - - - AT 3252 DH 3'-2"x5'-2" 11.5 SJ 1 5.7 16.1 .30 1 .45 co Q "( 33 1261/1214 X STEEL FULLvLA55 6'-OW"x 1'-IOie" - - - AU 5256-2 DH 6•_4••x_6• 12,8 5.q 5.q 34.8 .30 .45 Z W 7 34 28633214 ,< FULL LITE N/= 2._l 031&"x 3'-03/4" I A,/ 3056 DH 3'-0".i5'-6" 116 5.8 5.8 16.3 30 45 n/ � L 35 2466 X FOGKET 4"13/4"x 1'-O!" - - I _ 1 AN 5056/5013 FX/Fx 5'-O"xb'-q" 26.6 - - 338 30 45 36 2-2008 X DIVIDED LITE 4'-3"x 6'-11" - - _ AX O6- DH 8'-o"x5'-6" 30.0 1 CO 50 44.0 .30 45 M Ar 1 3•_0•.x2,_0.. I 38 6.0 30 .45 uJ _J� 31 2-1668 X 6-PANEL MA50NITE 3'-3"x 6'-II" - - - I AZ 3050-2/I DH/FX 6'-O"xb'-q" 215 116 I 5.8 40.5 .30 .45 U�) 36 I 1280/1214 I X I SLIDER W/TRAN5CM 6'-0"x 1'-1136" 41 30 .28 3013-2ry 3q 2868 X BI-FOLD 2'-q%"x 6'-10" - BG 3016 A 3 0x5_4 5.0 - - 1 0 30 .45 O _ _ BA 6016 Fx b'-O xr 40 3068 X DIVIDED LITE 3'-2i2"x 6'-11" B8 3016 FX ARCH 3'-0 I/2" I/2" 12.0 - - 155 30 .45 _ _ _ "x I'-6" 3.1 - - 45 30 .45 1 O 41 2066 X POGKET 1 4'-I3/4"x-7'-0/2" _ _ _ 1 BD 2828 ( FX 2-4"x2'-4" 3.1 _ _ 5.4 1 .30 .45 , 42 2-2663 x 0-PANEL MA50NITE 5'-3"x 6'-I I" - - - 1 BE 2550 1 FX ARCH 2'-8 1/2",15'-41/2--1 11.5 - - 150 1 .30 45 43 30613 X FULL GLA55 3'-21/4"x 6'-O" 25 .2q .20 1 BF 2640 DH 2'-6".134'-o" 6.-, 3 4 - q3 30 45 1 44 2-2663 /. POCKET 10'-3i"x 1'-052" - - - 1 BG 3256 DH 3_ x3.6^ IIS SJ 5.7 I 16.1 30 135 1 45 3068 X 3/4 HR FIRE RATED 3'-1"x 6' 1 1/16" 25 .11 .OI 1 BH 2036 Fx 2'-O"x3'-6" 4.0 - - I 10 30 .45 1 2'-4"x4'-6" - - I 46 12068 X FULL G-LASS 5WIr1G 12'-I"x6'-936" 60 .30 .21 a.l 2446 Fx 113 105 30 45 I DRAWN BY: I JEB EK 5016 FX 5'-0'•x l'-6" 4.q 1 _ _ 15 30 45 I 41 2-2463 Y, 6-PANEL h1A50NITE 4'-II"x 6'-II" - - - JUL4020 FX 4'_ - - O"x2'-o" S.a 3o so 45 CHECKED B'(: 43 2-2464 X DIVIDED LITE -}'_II",<6'-II" - - - " _ I BI-1 4040 Fx 4_p,�4'_0 12 8 16.0 30 45 4q 2868 I x POCKET 5'-5%4"x 1'-O%"' 1 SCALE: AS NOTED z - - - BN 2650 G5 �'-0"x5'-O" 8 2 7.4 1.'1 12 2 30 .45 S 50 3066 X 9-LITE GARBOh11TE 1 3'-2i4"x 6'-0" 21 21 .Iq 1 BP 3050 G5 3'-o"xs-o" 10.4 10.1 q3 113.7 3o 45 DATE: 11/20/17 51 15065 .< SLIDER 6'-O'x 6'-3" 52.1 .30/.33 26/.2q 150 3050-2 1 GS 6'-O"x5'-0" 20.3 202 93 2q.4 .30 .45 52 2363 I X GARBONITE 2'-101.3"x 6-10" Iq .IT .01 I BR 2036 G5 2'-0"x3'-6" 40 1 3.8 - 6.8 .30 .45 53 I 2666 X DIVIDED LITE 2'-IO"x 6'-11" B5 2440 PH 2'-4"x13•-o" ss 25 - q3 30 1 .45 - _ _ I BT '.050-2 GS 6'-O"x5'-6" 250 256 1011 33 1 .30 i .45 54 21068 :< 6-PANEL MA50NITE 3'-O"x 6'-II" IBV 2850 GS 2'-5"x�-6" 103 11.1 1 110 14.7 1 30 45 55 21066 X 3/4 HR FIRE FATED 2'-II"x 6'-g 1/16" Iq - .I1 OI 1 BV 2040-2 1 DH 4'-0"x4•-0° q4 40 - 8.0 .30 1 .45 ,NOTES noT-E5 \` 1 V`IHERE I-TORE THAN I ONE U-VALUE IS INDICATED THE FOLLOVIINC APPLIES 1 LL REGVIRED FMERGEt�r ESGAPE AND PEcC,'E OPFNINC5 SHALL GOMiPL(WITH 20"i,•F24'1x51 SF(50 SF td GRAVE LEVEL)E6RE55 REGLIREMENT PER I.-G X310 - -� -ARED NITS Ei 1TRY DOORS FIRST /ALOE 15 F 0R SOLID PANEL,SEC OCND 15 FOR HF,I_F LIGHT CI AZ r1G 2 'Ll_RFCVRED FIn=R6FNGY F5GAPE AND RE`�GUE GFEMN&5 SHALL EE LCCATFD NOT IGRF WIN 44'•AFF(ML'A.`-')RED TO iiOTTO:'I CF OFEillrlc) -PREIIGH SLIDING DCORS FIR5T V/-\LUE IS FOR PR LA FROLINE E-ERIE5,5EGfO.ND 15 FOR PELLA IMFERVL4=_ERIES, s Pec LAZ ml-DJAC NT TOAZIN6-,CRTHF FCLLonlne-!TTOT U E 1 LE55 TH 5l curs Rica -GLAZING ADJACENT TO A DGCR hi-EPE 11-E 2015 iCM EDGE IS LESS THAN CO"AFF AND;^k,ERE IPE G!AZINC 15�IIThiN 24"OF EITHER SiGE OF 2.WHERE MORE FHAN ONE SH6C VALUE 15 INDICATED THE FOLLOE1wG-APPLIES, THE,,'OCK F`I a C) I' -r'I F rl = - - r -IND1/IDL'AL P ANE5>q 5F AHEFE EOITCM EDGE OF GLAZ:n,�<Ib"AFF Ar:D TCF EDGE OF C-LINL.NG>36"AFF AND NI,FRE:,NAL<ING 51;EFAGE -GAREONIT �T-(G_GE,S. FIRST VA_jE 15 FOR 1 D PANEL,5EC0 D .FOR;,A_f_16815-�Lr`,LIP:6 svu rhiN 3i,'r,cRlzcr!TALLr Fgcr4 GLAzn:G P.o.E \ �_/NZING LCGATEV I`I FL5/1,H0;,FR Er+GLGSLFkES e 5TARTIA( FE FHE EOFTGM ED6E CF GLAZING(=OAFF r,ND 11THIN�o - FRENCH 5LIDIN6 DG'OF--S: FIRST VALUE 15 FOR PPI LA PROLINE SERIES,SEGQhID IS FOR FELLA Ir�FERVIA SERIESRI,GNTALI_r GF TLE/5rc��.F_e oR�TAIRwAr 4 n:mucc;I cFE>ane GCNTECL DEv1GE GOl-1FLrII;6 r;ITH A5-F_caO SHILL EE PIGIOEFE r:HEREveR T+,e 51LL OF AN oPEEAELE>unvo;v cPEN1NG SHEET NO. l` • ^^�_ �` ^, . "^ IS LIGATED!E65 TH.,r!24"AEGVE THE FINISHED:LCGF: AI;rJ v2EATER THAI:l2"ACCVE-FIE FINI51-ED G-RAGE \ e'