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HomeMy WebLinkAbout52096-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52096 Date: 07/11/2025 Permission is hereby granted to: Anthony 1 Farino 18 Ron Ct Commack, NY 11725 To: legalize an "as built"finished basement to an existing single-family dwelling as applied for per NYS variance. Premises Located at: 515 Gin Ln, Southold, NY 11971 SCTM# 88.-4-5 Pursuant to application dated 06/20/2025 and approved by the Building Inspector. To expire on 07/11/2027. Contractors: Required Inspections: Fees: As Built Alteration $1.,13 .00 CO-RESIDENTIAL $100,00 Total iLmm 'Id'ing Inspector � of r TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502,k°p _dlwv w. t't t l �tr. v^'nn Date Received APPLICATION FOR BUILDING PERMIT E C E 9 W E For Office Use Only J U N 2 0 2025 PERMIT NO. — � _ Building Inspector'._ .._ .w �.._. Building Department Applications and forms must be filled out In their entirety,Incomplete Town of Southold applications will not be accepted. Where the Applicant'Is not the owner,an Owner's Authorization form(Page 2)shall be 6ompleted,. Date:6/1/24 OWNERS OF PROPERTY: Name:Anthony Farino FSCTM# 1000-88-4-5 Project Address:515 Gin Lane Southold, NY 11971 Phone#:516-805-8092 Email:anthonyjohn.farino@gmail.com Mailing Address:515 Gin Lane Sothold, NY 11971 CONTACT PERS N: Name:Anthony Farino Mailing Address:515 Gin Lane Southold, NY 11971 Phone#:516-805-8092 Email:anthonyjohn.farino@gmail.com DESIGN PROFESSIONAL INFORMATION:. Name:Louis J. Santora, R.A. Mailing Address:204 5th Street St. James, NY 11780 Phone#:631-338-7200 Email:Isantora422@gmail.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated cost of Project: D Other maintain partial finished basement for habitable space recreation room-no plumbing work Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Single family dwelling , Intended use of property:Singe family dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ONo IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236pof,the Town Code..APPLICATION IS HEREBY MADE to the Building Department for the Issuance of,a Building Permit pursuant to the Building Zone Ordinance o#the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code anti►egulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as 4 Class A misdemeanor pursuant to Section 210.4S of the New York State Penal Law. Application Submitted By (print name � ©�'� � L�(� El Authorized Agent ❑Owner 1 / Date: Signature of Applicant: STATE OF NEW YORK) SS: COUNTY OF iA'-Re _) ,r being duly sworn, deposes and says that (s)he is the applicant (Name of individt I signing contract) above named, (S)he is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this gym. n ., 4'a 'W, day of �c�rti �_�p 20= Lary Public MARGARET NAPPI NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AU `INORI ATIO 4 RagistrationNo.01N 74843 �ulltted Couty (Where the applicant is not the owner) ccoft rf M (I7 i residing at hereby authorize -to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature � Date Print Owner's Name 2 PrF01� BUILDING DEPARTMENT- Electrical Inspector ol orV TOWN OF SOUTHOLD Ac- Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 smash southoldtownn . ov seam seutholdtownn . ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Requi d�) Date:Iwo -r Company Name: » Electrician's Name: License No.: Elec. email: Elec. Phone No C 1711 request an email copy of Certificate of Compliance Elec. Address.: ' JOB SITE INFORM N (All Information euir Name: Address: " ° r Cross Street: ° Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: Li YES[]NO [_]Rough In D Final Do you need a Temp Certificate?: El YES NO Issued On Temp Information" (All information required) Service Size El Ph[]3 Ph Size: A #Meters Old Meter# ❑New service[]Fire Reconnect F1 Flood ReconnectOService Reconnect[]Underground Overhead # Under round Laterals 1 2 H Frame Pole Work done on Service? Y hl Additional Information: PAYMENT DIE WNITHI APPLICATION � � M1 } STATE OF NEW YORK DEPARTMENT OF STATE KATHY HOCHUL ONE COMMERCE PLAZA GOVERNOR 99 WASHINGTON AVENUE ALBANY,NY 12231-0001 WALTER T. MOSLEY SECRETARY OF STATE WWW.DOS.NY.GOV SOUTHERN REGION—BOARD OF REVIEW In the Matter of the Petition of: --- -_-- DECISION ANTHONY FARINO For a Variance to the New York State Uniform Fire Prevention & Building Code PETITION NO. 2024-0545 Upon the application of Anthony Farino and upon taking testimony and hearing argument thereon at a duly noticed hearing before the Southern Region Board of Review,this meeting being held via videoconference at the Perry B. Duryea Jr. State Office Building, 250 Veterans Memorial Highway, Room 4A9A, Hauppauge, New York, 11788, on Thursday, May 15, 2025, and upon all other papers in this matter,the Board makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT This petition pertains to an existing, detached, one-story, one-family dwelling of wood frame construction, located at 515 Gin Lane,Town of Southold, County of Suffolk, State of New York. The petitioner is seeking relief from: 19 NYCRR, Part 1220, Ref. 2020 Residential Code of New York State, Section R310.1 which requires that, Basements, habitable attics and every sleeping room shall have not less than one operable emergency escape and rescue opening. Where basements contain one or more sleeping rooms, an emergency escape and rescue opening shall be required in each sleeping room. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way. (The petitioner wishes that a side hinged door in the garage be allowed to serve as the emergency escape and rescue opening for a basement recreation room at the garage level and is appealing the code official's determination in this matter) FINDINGS OF FACT 1. The dwelling that is the subject of this application has a basement with a two-car garage. NEWYORK Department STATE OF OPPORTUNITY_ Of State Petition No 2024-0545 Page 2 2. The basement with a habitable recreation room and non-habitable spaces is located adjacent to and intercommunicates with the two-car garage at the basement level via a doorway.The basement intercommunicates with the main living floor above via an interior stairway. 3. The basement does not have a bedroom. 4. A side-hinged door located on the outside wall of the basement garage allows walkout access to grade. 5. The Code Official with jurisdiction believes that the noted side-hinged door located in and providing immediate access from the garage cannot serve as an emergency escape and rescue opening (known as an EERO)for the habitable basement. He is supported in this by an opinion letter from the Department of State dated June 5, 2024. 6. Section R310.1 of the 2020 Residential Code of New York State states,"Where basements contain one or more sleeping rooms, an emergency escape and rescue opening shall be required in each sleeping room." It only indicates here that an EERO needs to be located in each sleeping room. It is not uncommon for a basement EERO for a recreation room to be located in an adjacent basement room. 7. Section R310.1 of the 2020 Residential Code of New York State also requires that, "Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way." It doesn't require that the EERO be located directly from habitable basement rooms aside from bedrooms. 8. 19 NYCRR Section 1205.4(c)states that in cases before a regional board of review on appeal, the board may fashion suitable remedies so as to do justice among the parties, including but not limited to: (1)where an order or determination has been made; sustaining, reversing, or modifying, in whole or in part, such order or determination. 9. The board considers the layout as described to be code compliant with respect to R310.1 of the 2020 Residential Code of New York State if there is no bedroom in the basement. 10. The board has concerns that an egress path through a garage could be hazardous and recommends that that emergency lighting be installed in the garage with a striped, dedicated, Petition No 2024-0545 Page 3 unobstructed path to the existing side-hinged EERO door in this matter. Alternatively, an EERO could be installed directly from the habitable room in the basement. CONCLUSIC) _�2EIAW In view of the above findings, the Board sustains the appeal in favor of the Petitioner and therefore reverses the determination of the Code Enforcement Official. The granting of this appeal will not substantially adversely affect the Uniform Code's provisions for health, safety and security. DETERMINATION WHEREFORE IT IS DETERMINED that this application appealing the determination of a code enforcement official with respect to 19 NYCRR Part 1220, Section R310.1, is hereby GRANTED in favor of the petitioner. Chair Robert Peterson, and members, Andrew Haimes, Erika Schaub, Richard M. Bivone and Lara Bousleiman all concur. So ordered. Southern Region—Long Island Board of Review Chair: Robrt Peter son DATE: RP: cn Generated by REScheck-Web Software Compliance Certificate Project FARINO FINISHED BASEMENT Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 515 GIN LANE ANTHONY FARINO LOUIS SANTORA SOUTHOLD, NY 11971 515 GIN LANE 204 5th Street SOUTHOLD, New York St.James, New York 11780 631-338-7200 LSANTORA422@GMAIL.COM Slab-on-grade tradeoffs are no longer considered in the UA or perforrnance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requ'irernents. En nk A Prop.79 . . Wall: Solid Concrete or Masonry 833 13.0 0.0 0.083 0.087 61 64 Door: Solid Door(under 50%glazing) 90 0.200 0.320 18 29 Window:Vinyl Frame 4 0.600 0.320 2 1 SHGC: 0.40 Compliance Statement., The proposed building design described here is consis rit itl the build . plans,specifications, and other calculations submitted with the permit application.'The proposed buil g has b en a sa ned t eet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory r uirerr cr its liste I" e REScheck Inspection Checklist. Louis 1.Santora R.A. D Name-Title .... «ign r DES ate '0 A Project Title: FARINO FINISHED BASEMENT Report date: 05/3 of 8 Data filename: Page 1 of F N�G� REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% 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. ctlon Plans Verified 1 Field Verified # re-Inspection/Plan Review Value Value p ents/Assum tions _ I Complies? Comm 103.1, Construction drawings a... I_7Com lies Requirement.µ ..,.., & Re ID F-P . w ".`. g_.�and p' will be met. 103.2 documentation demonstrate '�❑Does Not [PR111 energy code compliance for the []Not Observable building envelope.Thermal envelope represented on ❑Not Applicable construction documents. Construction drawings and ,, 103.2 .....,_. ........., ....., . a._. ...._.... ❑ComPlies,....,. Requirement will be met._ _..... 103.1 C documentation demonstrate ❑Does Not 403.7 energy code compliance for -]Not Observable [PR311 lighting and mechanical systems. Systems serving multiple ❑Not Applicable dwelling units must demonstrate 'compliance with the IECC Commercial Provisions. ' 403.7,....._. sized per cooling S based is " Btu/hr Btu/hr ElCom ......a_ Requirement m_._... ,. will ...... . ._..�w Heating 'p mg. � Heating: ❑C:omplies Requirement will be met. ACCA Does Not [PR212 on Goads calculated per ACCA Cooling: Cooling: :❑Not Observable a�= Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: � R 1 High Impact r 11 ale"diurn,Irt pact(Tir 2) 3 Low Impact(Tier 3) _. ._ �_..... _._. ,._w.. �.......m..� �._ . w .._ � Project Title: FARINO FINISHED BASEMENT Report date: 05/31/24 Data filename: Page 2 of 8 Foundation 8e ,ti+ar� Inspection. complies �_ _...Co wents./A sss.um_a..t ian iC µ A protective covering is installed to... ._� 7co.. p ._.w_..... Requirement .�covering m Nles Re uirement will be met, CFO 112 protect exposed exterior insulation 13cies Not V, and extends a minimum,of 6 in.below [' Not Observable grade. [JNot Applicable j mrstw—an'd....ice-meltrn ....s.stem controls 1 C)oes. esw.._..""- .Exc_.....M.ilo-._,w._e-quir .._. _n'-t, s n'- to a-b",_w _... _..__.._ g y p" eptiors: Regwrement is not applicable. Not E]Not Observable ONot Applicable Additional Comments/Assumptions: _�_..__ 1 ITT Impact(Tier ) Medium lrnpact Clew°29 Nwow impact Ci'6er � Project Title: FARING FINISHED BASEMENT Report date: 051 1/ 4 Data filename: Page 3 of 8 iSection...,_...... ....... ... ...__. . ��...�__.�..._.-........._� Framing / Rough-in & Req ID 9 gh-In Inspection ValueVa1ue Complies? Comments/Assumptions _.,_ ,... Plans Verified ..I.... Field Verified. . _..v _, ..... _ . _.......... . .. _. ._ 402.1.1, Door U-factor„ U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Nat Observable ❑Not Applicable 402.1.1, average).U.factor(area-weighted U U �E]DompNot Se _..�_....e.....�........M.embl.__.._.... .,... .. .. _.,.. Glazing e the Envelope Assemblies 9 table for values. 402.3.3, ;❑Not Observable 402.5 ❑Not Applicable [FR2]1 303.1.3 ...... determined ned fenestration accordance products � -. - nCo Not lies Requirement will be met. are ......., with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Nat Applicable [ R..4 1.1 Air barrier ....... ......_.. __ 'r❑Com lies Requirement.. . ill _et.... 231 installed per thermal barrier p' will be met. 1 manufacturer's ❑Dads Not instructions. ❑Nat Observable ❑Not Applicable _ 402.4.3 Fenestration labeled as mtebngt ❑CompNot Requirement will bemet. .....,.... [FR20] is listed AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ,�� ❑Not Applicable .. JCC1P�ri lies......_. Requirement_....... ....... t. �402.4.5 sealed at housing/interior finish �' []Does Not will be me �402.4.5 IC rated recessed lightingfixtures p and labeled to indicate <_2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 Su � 1 Supply and return ducts in attics ❑C:odnplies Requirement will be met. 403.3. insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= �. ❑Not Observable R-6 where < 3 inches. Supply and return ducts in other portions of []Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 40 for < 3 inches in diameter. ; 403.3 2..,. .Duct are sealed with and,., � ,.��„ECom .................. Exception: M..e ..__,,e t is .Ducts, air handlers and filter � ,�; mplies Exception Requirement is [FR1311 boxes � es Not not applicable. joints/seams compliant with „ „ ❑Not Observable International Mechanical Code or , " ❑Not Applicable International Residential Code, as applicable. ��❑Complies Requirement will be met __.M„w_v _,.,.. __.w_,_,.�..._www-__w_.._..._..._ .� �.. 403.3.5 Building cavities are not used as q [FR15]3 ducts or plenums. ' ❑Does Not ❑Not Observable ❑Not Applicable . . . ... -............ 403 � 4 HVAC piping conveying fluids R- R ❑Com lies Requirement will be met. [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to >_R- �: [:]Not Observable 3 ❑Not Applicable . . _...............,_..w_.....__­­............ ...............,. .__.. ...... ........._ 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not «.; [:]Not Observable ❑Not Applicable 403.5.z. '-jot water pimpes are insulated to ._ R-. ,..- R- .w �DompNotYY^ ..._ .Exception: eptio : Requirement t s� °° nt is es [FR18] _R-3. ❑Not Observable v...... ...........w. ��� ...,.. ...._._ ❑Not Applicable _ _�..�.�w..�. Yj dium Impact(Tier 2) �3 Low Impact (Tier 3)� 1 Hi h Im act(Tier 1) _m 2 M. ..a ..w .,.__ ...,,,,.._., _ _., Project Title: FARINO FINISHED BASEMENT Report date: 05/31/24 Data filename: Page 4 of 8 rarrtirrc /Rtau i lr �a siaeotior Fw er fied Field VerifiedOc m lies? YW or��rn nts/ s a�r�ap tB r,Val I lm a „. .. ..�. .,,._ - _.__..4Q ,Fr lbJr. Automatic or gravity. .._.......,.w. �, , ._� _ . vity dampers are Complies Requirement will be met. (FR1912 installed on all outdoor air 0Does Not intakes and exhausts. EJNot Observable E]Not Applicable Additional Comments/Assumptions: 1 gh lmpactp(Tier 1)Wm mmITIT Medium Impact(Tier 2) Law Impact(Tier 3) Project Title: FARINO FINISHED BASEMENT Report date: 05/31/24 Data filename: Page 5 of 8 Ciklon VInspection ...._. rifled nYField Verified Comments/Assumptions Insulati l lar lu Cam Ites ,.W. .... 1 ._._...,_ M. .... .. _w...... ... All installed insulation is labeled Complies Requirement will be met. (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 Rµ Wood Wood DC.-...w .i .. . See the.......... ....__.,_.s ...lies...,.__. 402.2.5, mass wall with at least lh of the _�,. ........m,.... .__.µ_ ❑Domplies See the Envelope Assemblies oes Not table for values. 402.2.6 wall insulation on the wall r Mass Mass ,❑Not Observable (IN3]1 exterior,the exterior insulation [-J Steel ❑ Steel Q requirement applies (FR10). ;❑Not Applicable [IN3.2..__..-Wall insulation is installed per....�.�_�,.. _..�, W-�.. ..,�._... .... _ -.•.,.. ❑Cow.._ .... .-_w_.....�.. _...-..0 _.�.. ...._....._.�,,_..._ - u.. mplies Requirement will be met. 411 manufacturer's instructions. ❑Does Not ❑Not Observable JNot Applicable Additional Comments/Assumptions: wm..� ................. www.-__-w Medium Impact(Tier 3 Low Impact( 1 t(Tier 1) �2. 2) I actTier 3).... �..,..._.._,.,. ._..,,,, .__. ...�_...- ._..., ..wv.,......M.�-.High Impac Project Title: FARING FINISHED BASEMENT Report date: 05/31/24 Data filename: Page 6 of 8 PI.,,,.�. ..� Complies? o ed FinaInspection PrValue omp nts/Assumptions & Req.IDanValuefiedFieldVenfi ,..��_ _ . ,...�.. . .............. . ..._.. �_..., ..,.w.__ . .,...._...w.w, 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. T❑Not Observable ❑Not Applicable _..._...._ _....... _... __ _.c ...5_.w., ACH 50 — ACH 50 =. ww__.... ... Com lies ._ _ ,... t s 50 Pa. _ .. C � p Requirement will be met. Blower door e t w..02,4,1.2 @ 4 [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressuretested._to.....w. cfm/.M......,.„ .......m .................._ - ..wwww— _w_..... w,,,, _._.;_ _....,.w_.....�,,..-........w.., __v w 100 cfm/100 ❑Complies Exception: Requirement is [F127]1 determine air leakage with ft2 ft2 ❑Does Not not applicable, either: Rough-in test:Total ❑Not Observable leakage measured with a ❑Not Applicable pressure differential of 0.1 inch 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. 04]3 4 .. Duct Ohtnacross t re system of< o ... ft2 cfm/100...... ftz.....—cfm/100 ^ OCornpNot µX ....... Exception: appl�ableequirement is cfm/ es <=3 cfm/100 ft2 without air [—]Not Observable handler @ 25 Pa. For rough-in tests, verification may need to ❑Not Applicable occur ng Framing 403.3.2.1 :Air hatldle%r leakage designated '❑ mplies Eot appl�able Requirement is [F124]1 by manufacturer at< 2/o of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable [F019]l.l . :installeProgramd for .w,.._ ......_ �» _..w ...__.. . ............ ..:,.,._.w.... �,.. Complies Requirement will be met. thermostats ] R .... for control of primary '° :[]Does Not heating and cooling systems and '° ❑Not Observable . initially set by manufacturer to code specifications. ❑Not Applicable pumps. . p El ... m_ Exception: applicable. eequirement is..,.,.. 403.1.2� mHeat um thermostat pump installed � '` [Fi10]� on heat um s. � , es Not PP ❑Not Observable ❑Not Applicable 403�.1 systems have automatic or ❑Complies _.. _.n ..e ..:..._..0 ..ent ..,.. (FI1 � Circulatingservice hot Ovate Exception: Requirement is r y of applicable. accessible manual controls. ��� Not Observable ❑Not Applicable Re _ ❑Com�e>s..._..._,...w .Requirement will be be met. ._ _.. 403 61 All mechanical ventilation system P q F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ,� YA/15 Observable and air flow limits per Table _ R403.6.1. %" i,� /� ❑Not Applicable through one l r ssupplying heating g ❑Does Not _..not applicable. 403.2 Hot water boilers su lying heat p Exception: Requirement is [F126]� gtwo-pipe9 �� systems have outdoor setback ❑Not Observable control to lower boiler water ❑Not Applicable temperature based on outdoor temperature. Tier 2) 3 Low Impact (Tier 3) �......h Im µact(Tie.�...1.�...... 2Medium Impact .........._... w ... ...-._._._. —.._ _..ww_..... Project Title: FARINO FINISHED BASEMENT Report date: 05/31/24 Data filename: Page 7 of 8 Solo" _ flans ''+�4flecl Field Veril�led lie .112 1tu] e' gape . _ w ... .. . .. .... ... Final inspection Ptovlslons p .�W... ' .a� �..� Corn lles'� 4�ibfn�rnerlts/ sspm tlorls... 403U .1.1 lHeated water circulation systems j Complies Exception: Requirement is [FI28]2 have a circulation pump.The E]Does Not not applicable. system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply pipe. Gravity and thermos- syphon Applicable syphon circulation systems are not present. Controls for ;circulating hot water system pumps start the pump with signal U -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 w�.w.,� .�.w..... ...._.._a ..u...., .... ..._. L�Com lies ..m......... .... _ .... .._..............w._.....�..., 403.5.1.2 Electric heat trace systems p' Exception. Requirement is [FI29]2 comply with IEEE 515.1 or UL '❑Does Not not applicable. 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Nat Applicable desired water temperature m the s p r� % �..,. P p.. .....M piping. / � ❑Does Not _ 3 5 2 Demand recirculation water �i/0�/ ❑Com lass Exception: Requirement i / not applicable. [F138]2, systems have controls that manage operation of the um /�','/�%;' °` 9 P pump / ❑Not ObseavabI ,and limit the temperature of the water entering the cold water /� //� t Applicable piping to <= 104°F % 4Cf3.5A Drain water heat recovery units Complies Exception: Requirement is %GI✓�%' �% //' not applicable. V13i'], tested in accordance with CSA / / �„ /' ; Does Not P 1355.1. Potable water-side , a��� � ❑Not Observable sure loss of drain water heat ��i� ' ' pressure °''';❑Nat Applicable recovery units < 3 psi for individual units connected to one or two showers. Potable water- /a /i/ / / ✓ side pressure loss of drain water / /aq� �,i,� i heat recovery units < 2 psi for individual units connected tothree ..�.._....._...or more showers ,/,1��/// // / _.. ........._.�_.. ... ...�._„ ....... .... 4044.1 900%or have ' '/'�%'''7� ' `°D ' ❑Cam lies 'Requirement will be met. °o re of permanent ,;��//�% / , P [ ]1 high efficacy lamps //;�j�/v �„//„ Does Not ❑Nat Observable ❑Not Applicable ❑Complies Exception: Requirement is 404.1.1 Fuel gas lighting systems have /// 3 %�/�,//� %'/'i� ❑Does Not not applicable. [F123] no continuous pilot light. flJ �/�%i/;��//',i❑NOt Ot)SefVat)Ie a%❑Nat Applicable ,/,/�❑Complies Requirement will be met. 4013 Compliance certificate posted. r �/� ,/ i/'i� o� � //// �� [Fly"], /� � � //%�i ,�//// ;�, '1J l`❑Does Not �;%/,,/i ❑Nat Observable ' , i,,,�� , ❑Nat Applicable 303.3._. . Manufacturer manuals for %o j ; 6„' %%i❑Complies .._. .. .mR.�....��_w._.mentwwwwll b .... t _.. _ / equireent will be met. �i��/ /' ,� //� // i�r ❑ [FI18]3 �mechanical and water heating �/����' ' // // � ',/ ,���// ❑Does Not 6G ij/ o // � i/ pr� / systems have been provided. Not Observable . ❑Not Applicable i Additional Comments/Assumptions: a .. ... __. 3 (Tie,r 3} e µmw...�P...tt�T w ..ir� .} Low Impact ........_......�._....., .�,......m.. Project Title: FARINO FINISHED BASEMENT Report date: 05/31/24 Data filename: Page 8 of 8 n2018 IECC Energy, �( Efficlency Certificate Above-Grade Wall 13.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 0.00 Ductwork (unconditioned spaces): - i:l�:ii'lil i M!1 1:1; MINOR Window 0.60 0.40 Door 0.20 Heating System: Cooling System: Water Heater: Name: Date: Comments ITEM DE'CRIl"7I?NO�F BUILDING ELEMENTS NUMBER Of!FASTENEW°` VACIII1 AND LOCAlioN TABLE R301.2(1) TABLEFtsox.�(t) . Floor CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FASTENING SC14EDULE A. General: NUMBER AND'tYF'E 3-eta+t F+tra(1,t"'Y{I,E3 S"); 1. The concrete properties shall be as follows: See notes ITEM D£5CR1PTFt}N OF BUtLt1tNGELEMI ELEMENTS aPACrNG AND LOCATION '3 "',ut,n,,=r t*,,it,,ir carder , , tittnd wind face had 2. Concrete work shall conform to all requirements of ACI-318 specifications for structural concrete for buildings.GP FASrfItlER•^° _-1(,�[•€,tnmon t3;;.'�t1 162°) � aP WIND SUBJECT TO DAMAGE FROM 3. All reinforcement, anchor bolts, pipe sleeves and other inserts shall be positively secured In place and located according to the appropriate architectural drawings and details GROUND SEISMIC WINTER ICE SHIELD AIR MEAN SNOW TOPOGRAPHIC SPECIAL WIND WIND BORNE DESIGN FROST LIN DESIGN UNDERLAY-MENT FLOOD FREEZING ANNUAL R°°t -16d box 0*:­t R 0 S");of B. Reinforcing Steel: HAZARDS 25 '_'t+l:int,*,frlanl cfi hr:alts tllatr fi rtwr(1 .,_ , I � At ca,ii I"earrng*.t":x.r nail 9 LOAD SPEED(MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED INDEX TEMP 4-Fiat Ix+x(' ;"°lt.113"}err 2 1(it!co m On l„t ,"x 0 162: j 1. Reinforcing steel shall be intermediate grade new billet deformed bars grade 60 conforming to ASTM do 615. Welded wire fabric shall conform to ASTM A-185 See architectural -Ki LTirn main t'•,"'0.1?1'),air i 1 [3tc Ct ink hetw'en rctilin it+i,t a*r rmtE rs t,*tupt lrfaie 3_It.t I)task C3""(i,1 s"I.Or Tav ntiI ?-16d onlitnt+n(3 " ',15.1E+2"} drawings for sizes and locations 20 f EXP03lJRE 13 NO YES B 5EVERE 3 FEET 15.0'F REQUIRED NOW 599 51.m'F 4-1 n Igo,,r 3"x fn.l its"a.or 2. Detailing, fabricating and placing of reinforcement shall be In accordance with ACI-315 Standard Practice for Detailing Reinforced Concrete Structures p' ULTIMATE TO 3-3"• 0.f 31"nails 24 �13;�­Iidot r,trt jol,f tt�joia t 4-?"=9.131"mains;tir End n 19 3. All reinforcing bars which intercept perpendicular dements shall terminate In hooks, placed two (2) inches dear from outer face of element. 4. The contractor shall notify the building •a-•�€.l tX*x(2 ,'•(I,I 13'):or 4-3"- 14 Va. •tolile,,.'';,"crt)%en official at least forty-eight(48) hours prior to each concrete pour. No concrete shall be poured into footings containing standing water or mud. Footings shall be dewatered prior to ` 3-Sat cornin,+n(2I'," t)1 a1"1:c,r placement of concrete. No concrete shall be placed until all reinforcing has been installed by the contractor and inspected by the building official or county approved licensed inspector. iCcakrsn jt)sty hay tor.plate 3-IW h,.,x(3"&0.12R"):air PC )tti t,cite nail 20L,Cotnrnor1(4,> f),Ia12 J' ter .Suet each bl't•ra�tr.d smj;32 icil- 5. Minimum protective cover for reinforcing steel shall be as follows: MINIMUM UNIFORMLY at to and l ttc+m ar d sic corrd- 3:;"� u.t3t"aa,l, d' a. Footings: 3• DISTUBUTED LIVE LOADS i ud box(3"'"'0.1 81"l:or 24"a c-faze tam)at top and koliom b. Beams and columns: 2' -IW btlN 43""'0.121,'%,or Built-up pidcis and tviuns.2-inch luinl,a"r 3''x 0 1-1I"nail, ,toevered tin c •+astir side z c. Slab: 3 4' Wire mesh to be laced at mid-d th of slab ON POUNDS PER SQUARE FOOT) C r�art:tgtusfi n•oe Sec ion P 0+ 3.2 makl T814 Ps ax'<r t r.",• 27 xT, / ( P ep ) 3 3-lfidcurnnt+mil" {t.1(,..'1:er F;;�cttnil _I }"�Ettitiaa,5(see 5i:cticm RTlO'_.5._'urxl'Ta1,lr P,1~f1'?.+_'±T 1:1'.cr^ Ant' d. Walls - 1 1/4' at interior face. 3' at exterior face. -1-3"° U,t3t"mat}�� USE LIVE LOAD 2.211d common(4"n Il-(+32'1} or C. Foundation: } 10 i Ceiling joist att2'la d te+pirlli C r�ficrihca l)rn„tt T.ahle Rxrl,_,.2 €W':nail 3_I(lt,ta.,x 0-X l4 12N't or rjtv nail at$ra?s and at east �l+ti.a 1, Footing depths are shown on the architectural drawings. Footings shall bear a minimum of 1'-0' into original undisturbed son and a minimum of S-0' below finished W UNINHABITABLE ATTICS WITHOUT STORAGE STORAGE (scu S,:ct.ion R I:(1?>,2 aand, Table 11`02.52) T" required, step footings to ratio of 2 horizontal to 1 vertical. grade Where 20 3-. Id.133"Itatil, UNINHABITABLE ATTICS lN1H LIMITED STORAGE .t..ltht ln,>.,t,".0.124,):car 2. Where conditions develop requiring changes in excavations, such changes shall be made as directed by the ArohiteeL Lollar tld t«mner,lace nail z+r 1?"r 2[1 gn,talile Ctrs(+tar; 4 ilk+t1 to+t(:., x (}.t35'};c"r HABITABLE ATTICS AND ATTICS SERVED MATH FIND STAIRS 30 5 3.1Ctft c:tiltittitnt t 3"' r)1-tic"1,or I�tsre trail coils r�tier , 3. All footing excavations shall be inspected by the building official or county approved Inspector prior to the placing of any concrete. Some shall be given forty-eight (48) hours rafter 3.16t,c(tmrnclrn(3„"°(1 16-'");Cyr ,#-3"''<C).t31"n,ri3, 2A 1.ether.T'tnsupra<ttaaYeja•r,t4i>rr.at't,nw •� At each joist nrrdt?er,i'acexaai[ notice fathis obserwtion. EXTERIOR BALCONIES AND DECIGS 40 4.1(1d box(3"> ti.1_R"):air 4. Sol investigation and report: All earth work, compaction and supervisions shall be done according to the recommendations of the son investigation report prepared by a licensed 3-I6iitarknt1rl*,(1 ,"� 0.115");,sr 7 4-3"x0.131"mils geotechnicai engineer. Concrete slab and footing calculations are based on a 1,000 psf value. If on-site test boring indicate lesser values, notify Architect, In writing, so that FIRE ESCAPES 3-1(Ll Lvrinnort n.aib(3"x 0.14tt°'): _ttie mid,en orica,rdcArid t wic t1di1 liki t,c",(3".0.121t"),ur2-:sd ootinnion necessary structural modifications can be made. GUARDS AND HANDRAILS(2001.5.LOAD AT ANY DIRECTION AT TOP) 200 h ftaficr or nillf trit",hi i*latc 114 art oT+Tloi m:kid.of e.1,11 ra Ti,r fir 't1 f3rrdgtng ar hf.,. ,ng t„jur,t (Wi„^= t}.131";yr 2-3"> ill,131")nark Fah md,tno nail 5. Slab-on-grade shall be 4' thick reinforced with 6 x 6 WI.4 x WI.4 NNVF U.O.N. and shall be placed an 6 mil. vapor barter on 4' crushed stone U.O.N. -I" box(3""t),12 I").car :rxt>. 6. Slob-on-grade at es shall be 4' thick unless otherwise noted. ,3"3"k t}.131"nat1, SPACING OF FASTENERS 9r P� GUARD WILL COhIPONENTB(50 L.B.HORIZONTAL LOAD M 1 SQ F?OF AREA) DESCRIPTION NUMBER AND 7. Install anchor/straps as per mfg. recommendations: 12' from comers and Intervals of not more that 2'-6'. Minimum embedment for anchors shdl be as specified b Interme1".. sP Y 50 -z_lrnilt3 .^xal.t?�•`):+5r ITEM ai•StrIL6eNCiEtEMt±17T5 TYPE £dg�t manufacturer. PASSENGER VEHICLE GARAGES $upp4"gc" 8 Beam eta shall be formed into concrete walls to rov(de a continuous level flat slid betxIn surface for all beams 3-!(3d curtain/tt(T"` tt,(I°"1:or t(ncnesT' ROOMS OTHER THAN SLEEPING ROOMS '40 Ttu•n.fil (Mahesi STRUCTURAL�3'IEEL P g -I-If0bux0,^0.I_`,,-I:or Wt+nd structural)panda,saaWlsa>?r.rttc4 and interior watt sheathing to ttrernaflg snag particlyd7,vard wall sheathing to tramsrnR 5LEEPIN6ROOMS 30 7 Ro,of'rallef•%torid:e,vultra'or hipraftersortoofr ilcr 4-3"I,0.131"ra;tds is"Table R602.3(3)for wood structural parter extrefior wait sheathing to wait framin 91 1. All steel to be A-36 fabricated and erected per ASCI standards to arrirtinitutt 2"nd_*a 1+ui=rn 3-if,t t t,k_3°, x }.I 3S "f:a+r STAIRS 40EM 6d ctmittcur I."),ca.31 A"I mist(Culitltw,r.wall l' _'-1 ficl currarr<v t 31."x 0.I162");or 3t1 ,1.-i'" Ikd suentntsn(�'',,v 0.131" n i1 r,,+fl:c r 125itS- � I js A Lumber Grade 3-1(kf too, End n`'1 ) ( 1. All lumber shall be, unless otherwise noted, No. 2 grade. Douglas Fir-Larch with the following minimum structural values. Grading shall comply with PS 20-70 ' Association TABLE R402.2 {3"*(1,1=�"}:or C31 a?''">=ft.t t?")nail{raic,l)' 3-3'*> ih131"nail, standards. American Softwood Lumber Standard' and applicable Western Wood Products MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 1;d unut,ur,rrttl d�'„" (7.13 t"1;ter R1tS )1; - Wail ;1 M" i" � (, 12t a. min. Extreme fiber bending stress: min. 1000 pat Q MINIMUM SPECIFIED COMPRESSIVE STRENGTH (Pcja (_'°,">(1,1I3')cailrroof)' b. min. Modulus of elasticity. E - 1,400,000 PSI Ck C rat cunt m,n 63'',">=(t.1!""t �!"ay.r.t.la'e nor,°s c. Moisture content: 19 %maximum. TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL b z' I; 11-" 8d(ec,natr 0,(3"<i1.l�k"}attic I:l 6 12 d. min. Horizontal Shea: Fv = 75 PSI � ® ® � a a 8 'Stied to!,tu,1(rant at t+rareal a act piffle I') I old h:,x{3"=ti I2t^'},or t,td t2","^0,1?1"1 da:li•rnicd nail NEGLIGIBLE MODERATE SEVERE " kf.i3t"rraat, lh ox,lfaeenad e. Compression perpendicular to grain: FcL- 405 PSI # Other welt sheathing° f. Compression parallel to grain: Fc - 875 PSI BASEMENT HALL5,FOUNDATIOWi AND OTHER GONGRETE NOT t I bd 1v,t(.3€•_" 0.133'):tgr 12"o c_race nail F 1 -.."w of tart)red rl-fin„nsal.'.`,I,"head 2. Other species may be used provided substituted species shall meet or exceed requirements noted above. 3. Moisture content: All lumber 4' and deeper shall have moisture content 2500 2500 2500 Stud tostldc and stuikatinEers, tint®+t'aI1��"rticr - tt-i?1"III!N �� "atrxlrt�ralcallut,�n flb,rhe.am - not eater than 19 X, air dried lumber is desired but not neces EXPOSED TO TIE HEATHER ') charge t;r,s*r i it"item I(:gs.�ta`h:n ith'i rt"Or 3 � 9r sorry. Lumber may be kiln dried, however drying process must be slow and regulated to cause a minimum amount of iaa bia,:ed%all putivI"l s11r::� nr i-- Z I r�l I:ornatt=,n t3'."'t tt.tc 2"} 16'it.,;.t:,�c nail 1"ctnxvn checking, comparable with air dried stock. 4. All exterior lumber and lumber In contact with masonry ar concrete shall be pressure preservative treated In accordance with AFdkPA N BASE ANT 5LAB5 AND INTERIOR SLAGS ON GRADE,EXGt�f 2500 2�00 2500` t ttl aY,nu:r[tu I?'<"r tT.1(2 } ICi"a.c.ra t.a'tlwc t:ar n;iil34 11 ,trumnal eclrului it 1',,'VAvartized rirurinu it ail. ••hand d ia,nettr, standards and stamped 'Ground Contact 0.40 Ibs/cubic foot. 5. Grade stamps shall appear on all lumber. 6. Stare all lumber above grade and protect from exposure to weather >_ LU U d) 6ARA6EFLOORSLABS la! Biotic-urh�acicrf2"fat"hetdtrtetahl'."rr:rtert �., fihrt' aril licitTnrL a�r1'+ "€i,tsilb)a_stali+techt„I "crI"ccacn 3 E B. Flitch Beams z (� 1 b l t ,t{3-," Ii.]:>"} 1_ o. .cart,c,1ce!'sae n tit 1. Flitch beans shall have a minimum fb - 24000, with 1/2 bolts located not doser that 2 from the tap and bottom edge unless otherwise noted. There shall be a bolt top and x = EIA51EMENT HALLS,FOUNDATION HALLS,EXTERIOR HALLS AND d d i-,4f h,,ls 0.113"i;or 3't ,,"Le''p,11M't.e.lthan�° 13:, galmmi red rk,otinp n5ii:sI�M,le FNIVancT.&d, 7 7 bottom 2' from each end (see typical flitch plate bolt pattern detail). LU (L 2500 3000 3p00 (` =" l.. Inn I` sctcl.is,Ty NV a r 5 _ OTHER VERTICAL GONGRET'E HORK EXP05ED TO HEATHER 11 Contiimiov,i head L r to crud 3-te:3,:ornnntn(2"," 0,l',I"}:or Toe nail t• a 1"` C Joist Hangers � LU LU � -t-IfkEbt,x(3"-n_I:!S") „ d l't t_nllratilred nt,IIhI,�,miIL stapic galva,1111td, z 1. All pudins, joists and beams not framed over supporting members shalt be supported "" a gy1+*tnts alirtzhaf,w , - 2. Joist hangers shall be prime quality steel which conforms to ASTM-A525, min. 22 gauge. Products acceptable shall be Simpson, Kant-Sag, or equivalent. B- W PORC.i�S,CARPORT SLABS AND STEPS EXPOSED TO THE 401 ! 1'r,"1ui^gr i,',",crews."T�u�•%V LT S Ck HFAnER,AND 6ARA6E FLOOR%AB5 2500 3p00 3500 1 Ind saimsitc+tt(3':,">0.I(t_"p it"a+. .t;Ice ttatl Preservative Treated Wood J LU 1=- Wood structural ganef ,combination sub-floor nndeifiay+ment to rI'rtmlrv� All wood exposed to exterior and adjoining any concrete shall be preservative treated with 'Preserve' alkaline copper quaternary(ACQ) based preservative or architect approved equal 0 N 1_ Tnl+pfatx(atA,{iplatc fIldh:"ta3",;at.f��"t.av .. 12"at.c.tl�t'n,nl (,ddetilTlnZd(_2"r OA20"1n:si:tl: D. Bolts In Wood Framing: A.AT28DAYSP51. 3"�fi,l:>}"xratl, �-• `:,"unxllr<. � $ 12 � �j B.SM TABLE ReI01.2N FOR HEAT}nH21N6 POTBITIAL St1+conimor.I-'',"x 0 i 3 I")flai I 1. All bolts In wood framing shall be standard machine bolts with standard malleable Iron washers or steel plate washers. : >_ G.C*rA; M IN TI4E5E LOCATIONS THAT MAY 13E WELIECT TO FREMW AM T}tN•t 6 DIIRRK CONSTRUCTION SHALL BE AIR-B1iRA1187 GONr.RETE IN ACC.ORDAi CE HITH FOOTNOTE D. K-1 f,tt cot I:€itin(3,."x 0,i 62"I,of V T tic,nail a n ra 1,t do vf'crrd jar int I 2. Steel plate washer sizes snail be as follows- Q __.l � D.CONCRETE SWLL.L BE AIR ENTRAIN.TOTAL AIR CONTENT(PERL@1T BY YOUIt•E OF CONCRETFa SHAM NOT BE LESS IRON 5 PET7C.Baf OR MORE 7}V,N T PBZGB4T. 12•f St,i tti t(3',','`(1.13:�•1:+r,• 3 k 1• fps#contfrat+ri(.�`:,"^ C},I..L")n€ail:car � • .�i E SEE SEGT10N R402.2 FOR MMIMIH CE EWr CaMM. 13 Doke ile lop rlatae splic t 2 1t&t kti a c 3" tf.l2 "}:t*t its,tnmi oin 2. 'lip splice lun tth 9LI Ovf'o ied('�,°' 0,12ft")nail C 1- a. 1/2' and 5/8' Dian. bolts - 2-1/4 sq. x 5/16' � � � F.FOR 6ARA6E IFLOORri KTH A SATEL TROHELED FINISH,R®I1GTION OF TIE TIE:TOTAL AIR CONTENT(MWERr BY ValIME OF GONI R l TO NOT BE LE%THAN 3 PI RCW 5 PEIMTED IF THE SPEGFI® ,d1h siaic ofend ia,int't - b. 3/4' Dta. bolts-2-5/8' sq. x 5/16. COMPRE55IVE STRENGTH OF THE CONGREiE 5 INCRFASM TO NOT L E55 THAN 4000 P51 12-3"> 0.1?I'nit a l.; 11)a1 cCnnnit,e{3",i},141 "'i m,il,or • = O X 30 1a'," l 'g" , t ,i " (° 12 3. Each bolt hole In wood shall be drilled 1/16 lager than diameter of bolt. +� _f }- }- I3lv,funn ,.{ 0 i_tt }n of 4. For Bill anchors, see typical details on architectural drawings.TABLE R407A.1 yP PRESUMPTIVE LOAD BEARING VALUES OF FOUNDATION MATERIALS ITEM DESCRIPTION Of BUILDING ELSMEa Nis NUMBER AND TYPE Or FASTS NEW z SPACtN<;AND LOCATION I I"r tit =..rich 4 III,i,I tiklt „31)M°i nim i imIc our I I,ui-it.«d?w v_I ki,�to"'16 MI'a. E. Lag Bolts t+s,i cin inott(3;.,",a R k,_'"1 I t, u.C.chic n.ltt 1. Shall be of structural grade steel. 0 4 Tli•ritnit r1ite tar*jui,t.rian lonit.b:rid joist or ,I a. 1I,-Its are.,_�,„',-,,,tih:ur.,bo%,,:dAlrnl"d alit ..,,-+acid ii1;,r,Lllf.n t',.,e s-At,,l_?1a111 U"Al tor framiing.i_nd;hea!hing conneehtata;hai;Matt nt..=.Irwlea 2. Washers shall be placed under the head of lag bolts bearing on wood Length of lag bolts shall be minimum 2/3 depth of members being bolted together. l i blocking(not at braced v.'al',pansl,lt"•11,I'h1C.?"_ F .15 t:or 1�"o.c.tacr nail sac-raa:fk.•n i�rtg}'Iri.t Mmat;nh.as�6a,easa.Pn t;v toe shear&d.an:cter crt'4)L�r.'.inch€2alu r.c„nnx�n t)alit-'act lr.:t'.rr.h�:sk ile,n7eterr I:a<„rr t5:t:a t).38?aaw.l;her F. Altering Structural Members: Q CLASS OF MATERIAL LOAD BEARING PRESSURE IN P.S.F. f 131 i nait4 nr,t tarp:r tfi::r,O 1"1 r„h,an,f 1 P L,r for shank dt'.unctcfa of al,l 4_2 in.:ta,.r 1,, 1. No structural member shall be omitted, notched, cut, blocked out or relocated without prior approvd by the Architect Do not alter sizes of members noted without approval of 0 00 z-lw,•:t boil,{31r,"^0.131"i,or _ejAi 16'cI c,f:l t nail t`.$tea'Irs arc l h Fac,v tic ai5d ha',:alalinmlm In :,:laiahtLn d:an)dVr t.,ivn :J::l;, Architect tiotlon,)+lath•li)i0i'T,ratn i0i,t,hanilp li,t,`t ' i 3 ,� •. '-d"I',,.It he,paint,It not in,,re thin 6 itiche,,,It ccince at all-t"t,r"'r:-%'heir pals or:4X InOla-,r,r greater G. Built-up Beards: 1S _-1rldcairt.nwtt{3:" (),I(_ 1:cir edit: Ib"o .ftcrn.fil P r--I t is cir s {t5t T<raerai u'alI i+nn I) tt i.T.•dr-t�,t ht K-?,,,t-,r-t-f•u;h3 11-i,l„t pynrts.hail he applied ier,:,Ah'. 1. Bunt-up beans or joists formed by a multiple of 2 x members shall be Interconnected as follows GRYSTALLINEBEDROGK 12,000 4.3""Cit:�1"c:d1, -#ea; 1C+'i,.4'..ta.raauit r--•t c. 5:�dtrnsr of t ,micr;oat w0likil in the,tabic shall t,c bawd oil Ta>k RCiO.,3t._I. ' ' a. Members 9-1/4 and less In depth: glue and Intemafl w/2 rows 16D mans at 12 o.c. staggered. 4-Nd htrx 12''i"R(Ifl 13 1;or I- i-,t�,..t,d;truout.rt pond r-I s,he',tLmy anac'�A t„la.We end r=•„:tiantln:and.to irnc.tw&ai'c.upl'«.,rts iiatiin+x inc hc.ofroof ed4ei ano ndvt•s,naaT�Aall b. Members greater than 9-1/4' in depth or multiple 3 x members throw bolt with 1 Y diameter machine bolts at 24' D.C. staggered. �7� t.t`,d hick{;t .< ,1.335"p:inr Ins sz,•arcit at a,m.'i_s awi,c:rnrr shore the aNattnaf:dt:•ta_n w-ird icmed is I:,,a th.In)VI nigh e:.rd..,,:all ilk*tacked 4 imlicl,on rimer wh.rr 11`c utf nti rc ifs„in H. Bridging and Blocking / h'y SEDIMENTARY AND FOLIATED ROCK 4000 4-10 ctsox(3"(2'°,">tt.t z t l:or T,+ nail at i,td,�trd„T?in€1 a,r,t:rcv!,n 1, t k,s atom 14tt n,p1. 1. There shalt be not less than one line of bridging In every eight feet of span In floor, attic and roof framing. The bridging shalt consist of not less than one b three Inch lumber U r"'^1 S•li}thuA43"' ill ":s,r a i;,'t*-t',77,I,c:+lltl, st:.stir,,:lt.,r,7ri.,.ttiT1Sa't7ysttn<3 h.liltgift-t.it4eiusa•tc,dunteH'rlht 4'S?.T' :ia.,ss?.hcati.n th�l3c nfarnarlr:�STtS['"_olio 9 9 by three !-3 '*'tt.1 a 1^nail+ } �cr t®t=f ts,rn 7t t,n 1'.t t*r shsathlttr p:uirl colt+.,a=+tics to ,n.1 t�lres 5tIr 1aYt :ani.nr eft nbrrs and r_ nir.ai hilt ciana and at fltatr n rt:n t nil,<, double maned at each and or of equivalent metal bracing of equal rigidity. Midspan bridging Is not required for attic or roof framing where joist depth does not exceed twelve Inches 9 /,�,�yy ♦�/�� �ir���p�,t�/t.i �����r� /�/� 16 Top C+r hc,tt[ti:t P1stC ter sat.t. Tg i" 1 ° - nominal. Block slid at all bearing supports where adequate lateral support is not otherwise provided. Black ail stud wails at maximum Intervals of eight feet with minimum of 2 x �1 � O O SANDY l]IV VEL AND Vim 6RA AEL(6W OR�) 3POO `,.'�-.3cmil"of IdJ..:.t.ri Mil r�Klf,I_,I hI ni!ramr-i rde"apr1:r,I.r Psncl ciL,ia%tik,r,,q J Ink tr ruing ilac filler)and ircqui re,l t4,cl.i at.Pi,Cr,i-nj of roer or{,i+rr � f�l t-I O'd lnox Oil;,"x 0.13i*'i:or h„u!hi:tit tr-ai rl cir,p,•nti odicu:'ar to tit li.lttiat�rn::nh.Y,neM t*,z he c,(,,Oct(tsc"•l,t a,re,a,=n',f!, lnStr pr,M,t,:Sri„"c'thls C(Av_vl,'4,r v<nmctef, Fl1 It be solid material with Ught joints. Provide 2 x ffrestops at mid-point vertically of stud wall. Bridging as required by floor truss manufacturers printed Instructions. O � � r`�v 2•li"id cornmori(3li, 0.162'11 LtC `al,r+yte�l bt tram n.11 faicissh c:,sw,t•Int!^I,,kana. L Header Schedule ` j T-10,11 b,,, t A 0,12rt"i;of End natal � u SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL AND 2 t- 1. Wht're 3 taittr i,Ca,t.�•it tar,an aidi.ICtnt r9afall of cerlan;i,inl,t ill a,cUtchince I,,ih ii:i3"'."1:.",gut:,pi,i ad:IYY„tot nail k use or-c side ofthc rnf.crand tic nil,trans 1. Unless otherwise shown, provide with a minimum bearing - See architectural drawings for header schedule ML Plywood:.= 1. All plywood shall be Doug fir or equal. CDX at r l CLAYEY 6RAVEL(SK 5P,SM,66,6M,AND 6G) '� ,­3"I,I)131"rtait, :°,_:C,°Af't;I zt>t l;.i ip plat, in rr r'r to :e i+';i!;t!l,=;1,-+cle Tt- nr'1 olI the,Ifivot,=e.f,tc t•r die in Per�lt,ti not lv rA.;,w=2:3. exterior. It shall be manufactured and graded In accordance with U.S. Product Standard PS 1-83 for Construction and Industrial Plywood � r4 � d-Irt,l',ox{1"x k)AIN,`),or 1. PiRial',•a R,,:fshc ,hi.,;Rire SkAnk moil meal�,,tt�,.,;,r.it:,:ata,,n„nA5T1i Flfd'. 2. Each plywood sheet shall bear the 'APA' trademark. � � � W CLAY,SANDY,SILTY CLAY,CLAYEY SILT,SILT AND SANDY 17 Top(+Mites,t:ar,at cclnieN anti nttersc::tions 2-la,d cOntnu,n i3 0 1 r_');air F,1 c n.li: 3. All end joints shall be staggered and shall butt along the center lines of framing members. �T � �; SILYGLAY(GL,ML,MH,AND G� I�00 3-3,,aft 131"ruill, 4. The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs U F- /-•i ,_� ,, 5. Nails shall be placed 3/8" minimum from the edge of the sheets. The minimum nag penetration into framing members shall be 1 1/2' for 8d nails and 1 3/8' for 10d nags. 1 , cr, ?-fcl ht n C_r.," at.t I?"p;cir TABLE R702.3.5 r^ �T � -Fd ctitin ion..(2l%`, Ii I a,f"'I:or MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS 6. All floors shall be nailed t1a per gaging schedule. ( J F-�-1 � yr TABLE°t TAKEN FROM 2020 RESIDENTIAL GODS OF NEW PORK STATE 11; t"ht:a.:e It,r��eh�-to,!a=,,l(ti�tt t„ , „1" 1-ice n:,it J. Comer Bracing: 1kl,l tx+x{, {0.1. } to THICKNESSOF MAXrMU6ASPACiNGOF ORIENTATION OF MAXIMUM 1. Unless otherwise noted, brace exterior corners of building with 1 x 4 diagonals, let Into studs, or with 4 x 8 plywood sheet of thickness to match that of sheathing, or with metal (� 2.tap€�',1'';" GYPSUM FASTENERS(fnchtea} , BOARD OR GYPSUM BOARD OR S PACtNG OF SIZE Of NAILS FOR APPLICATION strap devices Installed In accordance with manufacturers Instructions (16 Ga. compression tension), or w/structural grade thermo-ply. 2. Lap plates at all comers. H N APPLICATION GYPSUM PANEL FRAMING :_Xd colt inot'' It,t I.1 1 avPsua PANEL PRIDO*tTS Tar MEMBERS TO vlroaD FRAMING' K. Naming HIGH WIND EDITION latest edition and all state and lord building codes, or maufacturers recommendations r - 2-Sol ct tnnaCa.1(2 '_"^'f}.t3t ):are PRa}DUCTS Nails' Scrows° 2. When framing end to end joists shall be secured together b metal stro & h'•--1, 14 1"x 6"rtic.trlrin to cn'l bcarlr,;: y I s e n�fil (inches! FRAMING thaches o.c.O 9 09 Y P 2:;tarl,2::,I,crott'tl,16 gn.,i',"hin;, Application without adhesive 1 General:Partitions: ;-u,31a,x(-,1; ,F It I I ").ve C'e,hnt;" Pcmendicular 16 7 12 13 gage.1'.:king.`",r�,a"hcad:0.o,ix"diameter, a. Provide solid blocking at 4'-0' o.c. between the joist and first Interior parallel joist 3•Sd coin ors:(2'%":,'0 1311:or 1';,"lan,v,annaalar-rin;,ed:c*r 4d cooler nail. b. Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0'. O T-1ttJ f�,x(3" (t 12,"}:it Wall Either direction 16 # 16 ()0W)'dlancicr,1i,�a"la,m,i,';;_'"heats. c. Splices shall occur only directly over studs. I't-irti_"s-I"crox t n.16 gar_I`,�"turd" k:eitine, Ptrher dnckli,,n IF 1? 13 gage,1's^kut,,":�'head,0.(I'1;,"diameter, d. Structural variations are allowed if substantiated by engineering calculations. Stamped by professional engineer licensed to practice In the Jurisdiction where Construction is taking *{l I"=R"and tt tdCr alacatP in,"fo each h :ittn j „?r th aka 1".t4^ Face nail 2 ? t 1% 1 m g,gtinutar rim el:id ac,si}cr n.lil.0-(t tfi place. One set of Colculationa to be provided to Architect for approval prior to construction. (:ei}mg Pelrendicrilar 4 7 1_ t-fail h+,{?i'" >tt.l 43'1:cir flair etcr,i i"1t,n},a`';g,"hc.td;or gv}nur, a Lap top Plates at corners and Intersections. t',ll1 1 other direct,,,II 21 :s 12 2. Bearing Walls supporting one floor or more: T-Rd cart<in(2':','"a 0,I11,I:cir boom nail,O,0%'diameter,1 l,'"long,':t," . i"arid lxtx 0"n 0)_'S+ ):tit Wall Eitherahrecticn, It, x In head. a. Partitions must be constructed of minimum 2 x 4 studs spaced 16 o.c. of type lumber specified. BRED qRC a sta)ite,,I"eriall,'It.16 i.,a..I%'toms b. If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used, floor joists shall be centered directly over and below bearing waft studs with a tolerance of no more than 1' �.< ('citing Fither dironion 16 7 I2 13 gage,1`.'x"ttmg, ;�,^head-tt.t�aK^dirattvrcr, unless substantiated by engineering calculations. c. Bearing stud watts must be sheathed with a minimum 1/Y gypsum board fastened according to drywall metal. � d - S,q y/J, Floor 1'.,."Iune,annnf;ir-rint'edt Ind e...11er nail,0 FIN}+" A. Roofing: � �5 4-td bar (2':_'.t r.l 13"p;am dtuntctcr,l a,"Cr ng.t,"head:a*r gn is urft k a=cell 1. Fiberglass Shingles- THIRTY 30 r self sealing shingles U.O.N. over 1 la of 3 halt saturated felt undeda ent unless otherwise noted. Install according to manufacturers Q� O ft,7;,�-_*�.k_ ��fctttng Pa nahctdas 24 7 1_ ergt 91 ( ) Y� 9 gt ym3-I#ci ea,mirtc,n C21'<",;a}.I 31"'):t,r Wait,at.k?aal=^diarricter.1'i,"Irin)-,'",,,"hc:td. 21 Jou"tto srtl.topPI'detir snrt`ct t_tr,i l t,x(3"- [),1^1":orCcte n.r€; Instructions. �} T?trr'�at 2. Cedar Shakes de red-label cedar shakes 18' 1 x .45 U.O.N. over one la 1's"kiil l:bit camted nail,or citurvalcnt dmw•all i 9ro ( yer 30/a.s f. underiayment Install with 4 1/2' weather exposure Apply an 18' wide strip of * * - "u(t1=1"nail. vrfccCrihn_• " •g Piorrelathcid ar 24 6 6 screw•%,scrZ%,Shall ctnnply u ilb Section 30/a.s.f. over each course of shakes, 9 from bottom edge of shake extending over top of shake and onto sheathing. 1ellea'1t 02 3-s1 3. Eave Flashing: See note B-3, below. N -,-- Run )nit{21:-w,I}i}3 wl -!"u.c.tr�u nail y 'r � 1!ahii.Iblc ruonu B. Flashing: A 0 a O� y� ltiart tr,i,t-I oral(t,ast ut 11a b.ing tea il1,,t tad ad.oInnion{2',',"r U.13 t');ur - lAc(Tvitt A lic?ttt=tis,tlbo1 , h. 2S WdE Filh,rdirection 24 S 12 13 gage,I%t"long ", "hcad:01)1;9"dlamrtrr, 1. All flashing, counter flashing, and Coping when of metal shall be of not less than no. 26 U.S. gauge corrosion-resistant T 2 4 6 0 -� T' 1'P Cfi,i hue(3" t 1 "j_!tar ti"u,t,f,i trail 3'•(1 131'nail•, 1 r,"lonir,annular-rin1. t:etl.6d cooler nt.il.0,0gT' 2. Flash all exterior openings and all building corners with approved material to extend at least 4' behind wall covering. Cover all exposed plywood at building Comers with waterproof F Wall Tither direction 16 $ 16 diameter,I;,"kind.'.,"hedd;or€tp,uni Swill building paper. OF N� -'.tail but I2',,",ti.t I? :air nail,(1,0915"diatncler,1'-a"ions, "'n,"head. 3. Step flash at all roof to wail conditions Flash and caulk wood beans and other projections through exterior walls ar 2-1ad cenrinion(2i "'r 0 t 3 f°'l:tar Application with adhesive 23 I"x(i"suhllanxrorlr.staaeatajoist 3_Itt,1 box 0',.(3-1'a:") ,It F.1:enaii DOORS AND WINDOWS QJEI 2,C,pie,.1.,crov.it,Ihcut.,1I,`"list, CcilitlL` Pell+,"nihcnlar tar 16 16 `+ar��ea,.aboveforj',"gsysmnboi,rdandg}rr (140 mph wind zone or with-In one mile of the Coast) ` Wall Fithcr'dnrl"tion 16 if, 24 :uwnpanrtprodatc•ts Windows In buildings located In wind-borne debris regions shall have glazed openings protected from wind-borne debris or the building shall be ocean, bay and sound) designed ceilan:± 1'i'llcrdirc,'li,,n I(I I6 16 as a partially enclosed building In accordance with the Building Code of New York State. Glazed opening protection for wind-borne debris shall meet the requirements of the I Santo a,ahcx r for"?,"and'i,'gyr,,um board Large Missile Test ofASTM E 1996 and of ASTM E 1886 ,or"., C'rittnL Prrpand,ci,lar 4 I_ 16 ail.tFvr, Nuln panelProduct,•n:.)iectitely. Exception: Wood structural panels with a minimum thickness of 7/16 Inch and a maximum span of 8 feet shall be permitted for opening protection In one- and two-story Wall F,ahcr direction 24 16 2.3 buildings. Panels shalt be precut to cover the glazed openings with attachment hardware provided. Attachments shall be provided In accordance with Table R302.2.1.2 or shag be 81 AT1,{RE ] designed to resist the components and cladding loads determined In accordance with the provisions of the Building Code of New York State T lS a, �,-1177t_• PaylicltdttiUlaX 1f1 t6 1Fi lJatr pl,,nailed 71Ca1 a,abu+.e for t,"f'tf+,rtuit ha,aird FINISHES and g}ll,urn Panel prttiducts:fate ray an tailed 1. All sum wallboard shall be Installed in accordance with the Ea}erg Vldtl 1:ithrrdarax'tinn 2t 'X 21 d thailMiait'e. gypsum provisions of the state L 2. Gypsum wallboard shag not be Installed until weather protection for the installation is provided. Storage should be in accordance with manufacturers Instructions. 7- r,,,St.I m,h ^S a mat 3. All edges and ends of gypsum wallboard shall occur on the framing members except those edges which are perpendicular to the framing members. Z U (LU �V A.Fair At*pi.:,ins:n v.I!h,M,t a,tht,l,C.a pail s..fna",,ll,1,:,'!lkli fe,-lban 2 niche:apan or more than 2'_an,hes a;,vrt.shalt t,c perinrtte•,t to lb.u,,o,l high the pets of Alt edges of gypsum wallboard shall be In moderate contact except in concealed spaces where fire resistive construction is not required. 0 nails s;,a"J 12 Inches on,enter. 4. The sizes and spacing of fasteners shall comply with state and local codes and ordinances rIJ Z N b.Scre,rs«hall tx in acceed:nee wi^h Sc,�a,n VII2.3.5.t.1ltitelta fig nrraAln",,,usual&","Ili Crr prp tam panic pn,IOOr to 417130urat IMIDWell pane€+shill! 5. Provide moisture resistant drywall cement board at tubs and showers �„�,� r:n:esate the W'Ind"Im" rr;d pane[farm_non I",th,n•__,,alai. MECHANICAL � ^ ,Q c, Wh:re cold-fn:inrd aril f'r:aming t4 u,rd with a ch r.,hanT de,t on to r,k zne n:Ci;b,mo c,t;�ec of metal.t1:e matt r shall be not its*.than"',inch tonper than the (- j r }n,psuin botar4 ar gi1•r,um pan,•l pf",I:.i iht,:kneia a"d,lr:itl have nnKt,i shanks A.`i;.re lh,:cold-fonnYd iaM fturninrt E: a nmfiiL°erclove fRnnt 1 to receive A. Heating Ventilation and Air Conditioning: a,^ L t}r,Heil,.tt:.�malt,,§ail Iwi:t+arhrd.}ul:tk,tx l+c 5ct,13'1_race,1°,Incite,1wlit,1',,J inch head for':rmh.,in,,uni hoard or gyp:can panel pn.d.a.:i,and Ind, i. All work shall be In full accordance with all current codes and regulations of the governing agencies. V J 13 paec.I',anaa,,',long,I':,-vwh head Egli inch lr tmum board or a,'waoin panel pr,,du,t 2. Mechanical subcontractor to submit shop drawings Indicating duct layouts, condenser location, duct sizes, eta to Architect prior to installation. Mechanical subcontractor to < `J W d.'fl,:ec-i,,,I++f,:-inch-rhi,k anixl:-ply p,'p.tltn h,and„r p,,,Pg,a,"i p aaael prorllus sha11 not Ise uied M a:eahnn whew a wafer-baud tirriurcd fintsh is to Ile n^prtod- review structural sop drawings and notify the Architect of any mechanical and structural and design Intent conflicts prior to construction. 3. All work shall be done In a neat and ��yy'�� _qn Lu IA or lIhc'e a t,:;l tic te,taarcd to,unr,ft nl,ul,;u,n above a cC,ltm_, on Ceiling air^lwation,w rmci,e a w.ttr_nastd tr,trute an.'ittrial,tatll.r hand or,pray' workmanlike manner and so as to not needlessly hamper that portion of the work performed by others. 111 iJ- V `t apph^#.the^.,,'i,6tim bnani r•r Fvpr:,in pond pr,.: i sh.,'-'be a",I:Cci Ivrivndicular t,,rra:iu^,t, V.here allplyinr a u atrr-h:a<ed tcxwtr mat.,Isl-tht nnrl.anum B. Plumbing E R- a 's,-m tm heard tiini csa,hat:be In,.ra-ascd tit m'v t•t.h a+ ;Iran f,,r 1f-tnctl aIs cCnicr tramans;,and from',;inch to �itetl ins 24-inch on ccnttr t#a4,InI oar 1. All work shall be In full accordance with all current codes and regulations of governing agencies. 2. All work shall be done In a neat and workmanlike manner and so as to not � O tnc ,:;:-rc>l.rnnt fy p,unI cealinp board,hall he u,cd. needlessly hamper that portion of the work performed by others. 3. Plumbing subcontractor to review structural and mechanical drawings and notify the Architect of any plumbing, HVAC, structural and design Intent conflicts prior to _ construction. ELECTRICAL 1. All work shalt be In full accordance with oil current codes and shall comply with the requirements of the serving power companies and be UL approved. W �7 2. All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work performed by others. X/ .q � 111OLLL G.C. To check and verify all conditions at the Construction site before beginning any physical work. He shall familiarize himself with the Intent of these L" GENERAL REQUIREMENTS Plans, specifications and all other information Including governing codes, laws, ordinances, zoning And regulations 1. All work and these plans shall comply with the following: Headers and trimmers to be doubled where required at Skylights, stairs, openings, etc. �- Z� I_ 3 LU a. These general notes unless otherwise noted on plans or specifications. Double all floor joists Under partitions parallel to some and over W-O'long Z b. The 2020 RESIDENTIAL CODE OF NEW YORK STATE .q = 'Q Z c. All applicable local and state codes, ordinances and regulations. Contractor shall exercise good judgement In order to Minimize damage to any existing areas and conditons. Existing Work damaged as a result of new construction shall be 0 � -1 d. In areas where the drawings do not address methodically, the contractor shall be bound to perform In strict compliance with manufacturers specifications and/or recommendations. Restored to their original Condition, at no additional Cost to the owner. Architect has not been retained for on site Inspection Or observation of construction. Q 2. On-site verification of all dimensions and conditions shall be the responsibility of the general contractor and his subcontractors r" �--- Z -13. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should consult Architect in case of question. Drawings and specifications as instruments of service are the property of the architect whether The project for which they are made is executed or not They Are not to be used T lj 0 4. The general notes and typical details apply throughout the job unless otherwise noted or shown. on any other projects or sites or Extensions and expansions to this project except by written Agreement along with appropriate compensation to this architect 5. Discrepancies: The contractor shall compare and coordinate all drawings; when In the opinion of the contractor, a discrepancy exists he shall promptly notify the Architect, in writing, before proceeding with the work or he shall be responsible O for the same and any indirect results of his action. Where joist hangers or steel frame carriers am used and Where 'simpson strong tie' Connectors or gussets Are called for on these Drawings, only fasteners recommended by the Q 6. Omissions- Architectural drawings and specifications shall be considered as part of the conditions for the work. In the event that certain features of the construction are not fully shown on the drawings, current national, state and local manufacturer Are to be used - O i)- O codes, ordinances, regulations or agreements as well as current acceptable building practices shall govern, and their construction shall be of the some character as for simflar conditions that are shown or noted. Cd') n, 7. The Architect cull not be responsible for and will not have control over construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the work, and will not be responsible for the These drawings are not to be used for any other site location Other than that Intended by the party named on these drawings For one plot location, without review and written !_._^1 W - 0 failure of the Client or his contractors, subcontractors, or anyone performing any of the work, to carry out the work in accordance with the approved contract documents. permission From the architect 8. Any and all drawings and specifications for sitework, plumbing supply or waste, electrical circuitry, and heating, ventilating, fabricated trusses, and air conditioning systems are not a part of the professional services provided to the Client by Z r" O the Architect unless included under their agreement An discrepancies with these documents b an of the above listed services as shown in documents prepared b others should be indicated in writin to the Architect Immediately. The contractor shall give all notices and comply With all laws, ordinances, regulations and orders Of any public authority bearing on the performance Of the work Indicated on the 9 y Y y P y 9 y drawings G.C. To provide all finish moldings around doors, windows do at floor/wall intersections W 9. If part of service, prior to application for banding permits, the Contractor cull famish the Architect with two sets of shop drawings of all prefabricated components, one set to be retained by Architect, the other set to be returned to � Z � ii,l contractor after review. Items requiring shop drawings include but are not limited to roof trusses, floor trusses, stairs, cabinets, vanities, etc. Should the design or configurations of any prefabricated component be modified during construction G.C. Shoil provide one prime coat of paint do two finish coats (interior) Q IF- from previously approved shop drawings, the Architect shall be fumtshed, prior to fabrication, with revised shop drawings incorporating the revision. If the Architect is not provided with the above information, the client shall defend, indemnify, and Z 0 < Z hold harmless the Architect from any claim or suite whatsoever, including but not limited to, all payments, expenses or costs included, arising or alleged to have arisen from prefabricated items. G.C. Shall provide all temporary support and or bracing which may be Required during demolition and construction Provide atructuroi metal connectors b 10. The conditions and assumptions stated in these specifications shall be verified by the contractor for conformance to local codes and conditions. In the event of a discrepancy between these specifications and local Codes or conditions, the P P arY PP 9 Y eQu' 9 y'smpson' At all butt n, d) contractor shall notify the Architect in writing of the discrepancy and special engineering requirements shall be applied to insure the building's structural integrity. connections of structural members. (galvanized at exterior). ff < 11. These requirements may be superseded by more stringent Information contained within the drawings. The more stringent shall be followed All gyp. bird. To be taped elk spadded min. 3 Coats Use water resistant gyp. Brd. Or cement brd. As the backer U.O.N. � La 12. Sag conditions shall conform to or exceed the following conditions: Bearing Capacity. Min. 1000 psi. field verified under all footings and reinforced slabs. Water Table: Min. 2'-O' below bottom of all concrete slabs and footings. Footings, foundations, walls, and slabs shall not be placed on or in Marine Clay, Peat and other organic materials. All auxiliary rafter ties shall be 2' x 4' 's at 1V O.C. Tied back a min. 3 dg. Beans when such beans and rafters are perpendicular to each other W13. Bottom of footings shall extend below frost line of the locality and minimum S-O' below existing grade to 95%dry density having a load carrying capacity as specified, undisturbed son or son compacted to 95%as verified by a soils engineer 2 licensed in the locality where project is being built Provide a storm drainage system for all roofs and paved areas 14. All foundation wall backfrll under slabs where distance from edge of wall to edge of undisturbed son % dry density exceeds 16% but less than 4'-0', shall consist of dean, porous, son compacted in 6" layers to 95 or provide f4 rebar at 2'-O' o.c., l'-0' beyond edge of undisturbed son and l'-0' into foundation wall. TO THE BEST OF MY KNOWLEDGE AND BELIEF THESE PLANS AND SPECIFICATIONS COMPLY WITH THE � �` 15. Free draining granular backfill (SM or better) shall be used against foundation walls consistent with the architectural plans and related details. Equivalent fluid pressure of backlin not to exceed 40pef(pounds per cubic foot). If bodkfill 2020 ENERGY CONSERVATION AND CONSTRUCTION CODE OF NYS pressures exceed 40pef, then walls must be designed for actual pressures by a registered Professional Engineer licensed in the locality where project is being built 17. Unbalanced Ell not to exceed 7'-O' unless otherwise noted and substantiated by engineering calculations. Badkfill shall not be placed against walls until slabs-on-grade and framed floors are in place and have reached their design strength. Proper precautions shall be taken to brace foundation walls when backfgling. Where backing Is required on both sides, backfill both sides simultaneously. ATTIC INSULATION ATTiC FLOOR FRAMING CONTINUOUS BEAD OF SEALANT EXTERIOR INSULATED WALL RIGID INSULATION 'R-VALUE SAME AS CEILING' CONTINUOUS BEAD OF ADHESIVE RIGID INSULATION SHEATHING COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE OF SECONTIALUAOTS BEAD �; 'R-VALUE/THICKNESS PER CLIMATE SITE BUILT ATTIC ENCLOSURE- MECHANICALLY SECURED �y CONTINUOUS BEAD (TAPE ALL JOINTS) OF SEALANT PORCH RAPIER CONTINUOUS BEAD — 2x LEDGER ON TOP OF — ---- _ RIGID INSULATION EXISTING FLOOR OF SEALANT ASSEMBLY MECHANICAL LATCH TO PRESSUREY CONTINUOUS MINIMAL -301NSULATION CONTINUOUS BEAD EXPANDING FOAM AT 1 1/2"RIGID INSULATION SEAL AT WEATHERSTRIPPING WINDOW PERIMETER OPTIONAL CAVITY OF SEALANT 1/2"PLYWOOD INSULATION O EXPANDING FOAM AROUND ELEVATION O MANUFACTURED PULL DOWN STAIR OF SEALANT BEAD CONTINUOUS BEAD D,•�• :• , THE PERIMETER OF LOOS Y OF SEALANT :tL,, CUT RIGID INSU O DARK LINE ILLUSTRATES FLOOR INSULATION IN CONTACT WITH BAND AND LOWER BARRIER SECTION O BARRIER T WALLCONTINUITY OF (SECTION WINDOW UNIT AS �L1 AIR BARRIER 4 CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD N U Z SEAL I �" FULL OF ADHESIVE w w fi� S L I NCB T O G# fi�00 EX I STI NCB SAND JOIST A I R SEAL I I r_9 AT ATTI FULL CONTINUOUS MINIMAL z V — q EXPANDING FOAM AT COO STEIALA TS BEAD x = INSULATION RETROFIT DCNN STAIR WINDOW PERIMETER w V (L CONTINUOUS BEAD ] Z 4 19 OF SEALANT O Q CONTINUOUS BEAD 4 z LU = OF ADHESIVE INSTALL 1"RIGID —1 Q dZ CONTINUOUS BEAD INSULATION AT 0 1JAj OF SEALANT CONTINUOUS BEAD BOTH HORIZONTAL AND U 1 DRAINAGE PLANE VERTICAL POSITIONS —1 d OF SEALANT INSTALL EXPANDING (LEAVE 3/8"GAP FOR N = O PROVIDE AIR SEALING AS PER R4024.1 OF THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF CONTINUOUS SILL SEALER FOAM SEALANT AT EXPANDING FOAM) ' � //�//� -FULL WIDTH OF MUDSILL INTENTIONAL GAPS - -- -- _ NYS TESTED AS FOLLOWS TABLE A402.4.1•1 a FOUNDATION WALLAS AT 1"RIGID —EXISTING FLOOR R4024.1.2 TESTING. AIR BARRIER AND 1N51JLATlt)N iNSTALLATION �� INSULATION ASSEMBi�' // // AIR BARRIER • THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA �\ \' CONTINUOUS BEADAA/NOT EXCEEDING THREE AIR CHANGES PER HOUR TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH A continuous rr/r htar:Ter.tall he installed in the bttilclinAr /�/� CONCRETE SLAB AS CAVITY INSULATION p l \ �/\� ° a AIR BARRIER OF SEALANT ASTM E 119 OR ASTM E 1821 AND REPORTED AT A PRESSURE OF 02 INCH WjG.(50 PASCALS).TESTING cnti'cictpc. / ° , MINIMUM 1/2" SHALL BE PERFORMED AT ANY TiME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL General requirements 'The exterior thermal envelope contains a continuous wr Air-permeable insulation shall riot t+c used as as R/\ DRIP scaling material. ° ° °, /�/�/'X 1"RIGID INSULATIONr-+ ENVELOPE barrier, ° .< / SOFFIT CLOSURE DURING TESTING: l3rcaks err joints in the air l�tr ri Cr shall be sc.sled. �� /��/��/��j , \ I.EXTERIOR WINDOWS AND DOORS,FIREPLACE AND STOVE DOORS SHALL BE CLOSED,BUT NOT SEALED, The ai,-harrier in zany=dropped eciling or soffit shall be BEYOND THE INTENDED WEATHER-STRIPPING OR OTHER INFILTRATION CONTROL MEASURES. harrier with the insulation and any gaps in h ait- INSULATED CANTILEVER FLOOR H CAVITY INSULATION WITH 2.DAMPERS INCLUDING EXHAUST, INTAKE,MAKEUP AIR,BACKDRAFT AND FLUE DAMPERS SHALL BE C'eilin�*lattiC httrrlt'r shall he Sealed. The ipned itr in any drerpp.cl ecilint'soffit shall l+c 1"RIGID INSULATION CLOSURE altnrtccl r�-rtls the air htrrr•ier. N CLOSED BUT NOT SEALED BEYOND INTENDED INFILTRATION CONTROL MEASURES. .Access opcninrs,drop down stairs or knee wall doors to I I }�I 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE OPEN. uncond itioncd attic spaces-;hall be sealed, U F F E R Y^I ALL. S E C/T I O I �l L O V/ ER l NA L L S E C, T 1 O N ~ 0; 4.EXTERIOR DOORS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL Cavities vv thin corners and headers, of frame walk � w BE CLOSED AND SEALED, a shall be imulaated b completely filling the cavity M i he junction of the foundation and sill plate shall be sealed. i ( 1 with material haz�•ttta a thermal resistance, v 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF THE TEST,SHALL BE TURNED OFF. t�'azlls `The•junction of the top plate and the top of extei-ior za•crtls h-tullie,of not less Ilion It-3 per inch. � b. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TiME OF THE TEST, SHALL BE FULLY OPEN `hall be scaled. *, wso 1C.nce�t'all:;shall be:seal d. Lxteriorthermal enelop:insulation for frama:d %%arils shall be installed insubstantial contact and d" WHERE REQUIRED BY THE CODE OFFICIAL,TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD continuous alignment with the air barrier. PARTY.A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE PREPARED AND SIGNED BY THE The-,pace between fr mint*and skyli*htst,antl the ja rubs ~ N PARTY CONDUCTING THE TEST AND PROVIDED TO THE t4rttdorKs,skyliltts and doors- - GONGTU � L I N O GONG �TUL AIR SL I NCB of�r`inc�+11,X's attsd doors.slzaell be scaled. CODE OFFICIAL Rita joisi�+ Rim joists shall include, tltcalr-hrrrrlcr. Rita joists sltazll be insttlrticd, � I � I t� Q STD'�T�C�Y O � THE WRITTEN REPORT SHALL INCLUDE: G O I T I I �t U O U S I I` L� 1. THE NAME AND PLACE OF BUSINESS OF THE PARTY CONDUCTING THE TESTt I�Icoorframing caaeity in�ulativn hall be installed to ARRIER maintain permanent con tact m ith the underside:or 2.THE ADDRESS OF THE BUILDING WHICH WAS TESTEDt subfloor decking.Alternatively,floor framing 3.THE CONDITIONED FLOOR AREA OF DWELLING,CALCULATED IN ACCORDANCE WiTH ANSI Z65, htfloo including floors aboeuered 'The ah-barrier shall be installed at any exposed ed,tc of cavity insulation shall be in comtact with the.top side fltaors and flcrars(their', of sheathing,or connnueju�itr.ti•t union installed can EXCEPT THAT CONDITIONED FLOOR AREA SHALL INCLUDE AREAS WHEN THE CEILING HEIGHT I$ garages insulation. the ttniltrsi�c<rt'floor fr.jrrtinfz:.ind shall extend LESS THAN 5 FEET (1524 MM)t from the bottom to the top of•all perimeter floor ,��RED ARC 4.MEASUREMENT OF THE AIR VOLUME LOST AT AN INTERNAL PRESSURIZATION OF 02 NCHES framing members. y Wj3.(50 PASCALS)( Exposed carib in unvented eraryl spaces shall be covered Cracr•l space insulation.rN here T^rrovided instead of -+wl O MCA 5. THE DATE(S)OF THE TESTt Crawl space-walls. with a C lass l r•apor retarder with ogee}appinlg joints floor insulation,shall be pennanently atta�ached to PROVIDE WOOD � 6.A CERTIFICATION BY THE PARTY CONDUCTING THE TEST OF THE ACCURACY OF THE TEST RESULTSt taped. the walls BLOCKING&. TYPICAL WALL ELECTRICAL WIRE * �' �ti,}� �? a MINIMALLY EXPANDING I WOOD SIDING . w AND Duel shafts. utility pcnciratirxns, Intl floc shafts PLUMBING PIPE POLYURETHANE FOAM WOOD FURRING TOP PLATE N 011 T. 1. THE SIGNATURE OF THE PARTY CONDUCTING THE TEST. Shafts,penetrations ornin€t to exterior or uneonditioned space-,hall he .......... -_-_-_-_ OR APPROVED CAULKING I TYVEK_ scaled. TOP PLATE AROUND I I :.�.. EXPANDING FOAM SEALANT 9'x 0 24 60 N �O I ;°"""'""" R40332 SEALING Batts to be installed in narmv cavitics shill bc.cut to ----- PENETRATION `"' "` OF N DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH Narrow ear Tries _..._ fit ter naryowcavitics shall bar filled with im-"OntiK_on EXPANDING FOAM - THE that on installation readily conforms to the cavailabk SEALANT PENETRATION WALL STUD EAL catr'icy sparer' 2020 MECHANICAL CODE: (AS AMENDED), THE 2020 RESIDENTIAL CODE EXHAUST VENT) EXCEPTIONS: Air sealing shall be prur�idrd between•ccn thee<tras*,e and CA Garage conditioned spaces. WALL STUD CAULKING CA 1. AIR-IMPERMEABLE SPRAY FOAM PRODUCTS SHALL BE PERMITTED TO BE APPLIED WITHOUT FLANGE I ADDITIONAL JOINT SEALS. Rcccsccd light fixtures installed in the hrailrlirt t/aer'rrrr7l TZeccs.cd light fixtures installed nt the httildin (SEALED TO PENETRATION) 2.FOR DUCTS HAVING A STATIC PRESSURE: CLASSIFICATION OF LESS THAN 2 INCHES OF WATER COLUMN ® Tteccsscd fightint ell velope shall be scaled to the finished sUrtaee. thermal envelope;hall he air tialrt and W rated. SEALlFAPE TYVEK._ SICs (500 PA), ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR CONTINUOUSLY WELDED JOINTS In exterior trolls,bait insulation shall be cut neatly to AND SEAMS,SEAMS, AND LOCKING Plumbin and airing fit around wirint,and plunalbin-,or ins nation,that -TYPE JOINTS AND SEAMS OF OTHER THAN 7HE SNAP-LOCK AND B shall extend behind piUTTON-LOCK TYPES, on itistazllzattota r nd pi confiping,and to atailaablc space. rziring, v C14 The air harrier installed at e.vwrior walls adja cent to lu z 0 WHEN ALL HVAC DUCTWORK IS NOT WITHIN THE THERMAL ENVELOPE 1_xierirar iva le adjacent to sho wen and tabs shall be ) ShowerAub on€wee-inr iv at/ shower,,and ttshs shall separate the wall from the irtwttl tied, IT SHALL BE PRESSURE TESTED FOR DUCT TIGHTNESS AS PER4 R40333 AND R4033.4 shower or tub. T OF FL/a�TE AIR SEAL AT l�ALL n SECTION R403%o MECHANICAL VENTILATION (MANDATORY). Electric€tlr` honor box on exle'rrrtr* The ale-harr•ie>r sha 11 be installed behind clectr'catl and I L. T TO L- T U r communication boxes.Altcrnatirely,apt-sevied boxes FIFE PENETRATION ����T��T I O I `l �I /� � I � ~' � w THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF THE 2020 (waft," -hall be installed. ELECTRICAL FE I ETRAT I O I�l to 0— p� Q MECHANICAL CODE OF NYS ,THE 2020 RESIDENTIAL CODE OF NYS .11VAC supply and return register boots that penetrate. en AS APPLICABLE, OR WITH OTHER APPROVED MEANS OF VENTILATION. OUTDOOR AIR INTAKES AND HVAC re*ister boots building thermal c� velol.io shall be scaled to(lie subfloor, — � Q EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM wall eoverita€*or ceiling penetrated by the boot, 16 NOT OPERATING Where required to be searlcd. concealed fire sprinklers shall only be scaled in a manner that is rs commenced by the a WHOLE HOUSE MECHANICALrs VENTILATION SYSTEM SHALL BE PROVIDED AS PER RESIDENTIAL CODE Concealed sprinkle manufaacturcr. Caulking or other adhcsive seal ants shall — CONTINUOUS BEAD OF SEALANT SECTION M1501 WITH CONTINUOUS OUTDOOR AIR PROVIDED AS PER TABLE M150133 (1) not he used to fil I voids bctwcen lire.sprink lcr cover MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD OF ADHESIVE �plates and walIstar ceilings. ATTiC INSULATION CONTINUOUS BEAD SECTION 4033.1 ALL HVAC DUCTWORK SHALL BE INSULATED W/ R-8 MIN. AND PROPERLY SEALED AS a. Inspection of!og\valls shalt tic in accordance with the provisions orIC C 40 . ATTiC TRUSS OF SEALANT � � � 111 FLOOR � FLOOR GRILLE Z FLOOR DUCT BOOT LY PER R 33 FLOOR Z TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, THESE PLANS OR suBFLoo CONTINUOUS BEAD OF SEALANT O � Z--I 1 SPECIFICATIONS ARE IN COMPLIANCE WITH 7HE ENERGY CODE. - MUM -r CONTINUOUS BEAD � � �i O OF SEALANT INSULATED FLEXIBLE ::3DUCT 0 TIE AT INNER LINER CONTINUOUS BEAD n/ EXPANDING FOAM SEALANT AT PERIMETER MASTIC AT INNER LINER OF SEALANT CONTINUOUS BEAD OF SEALANT INTERIOR GYPSUM WALLBOARD 1K_ DRYWALL CEILING TIE AT OUTER LINER AS AIR BARRIER RECESSED LIGHTING FIXTURE > Q 0 Zz � o U U1 Z MANUFACTURED CEILING LIGHT ENCLOSURE n/ < A I R SEAL I NCB AT RECESSED i AIR SEAL AT DUCT BOOT GONGE�'TUAL AIR SEAL I NCB �, < P &HTIN6 IN ATTIC, STRATEGY UFFER FLOOR DWG"