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HomeMy WebLinkAbout45572-Z �O�Qg11FFD[kcpGy Town of Southold 11/10/2021 0 P.O.Box 1179 53095 Main Rd Gy�jo� �a Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42517 Date: 11/10/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 29 Harvest Pointe Ln Unit 113, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-57 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/1/2020 pursuant to which Building Permit No. 45572 dated 12/14/2020 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfnished basement, covered porch, screened porch and attached two carag_ra eg_as applied for. (Unit 113) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0167 7/7/2021 ELECTRICAL CERTIFICATE NO. 45572 10/27/2021 PLUMBERS CERTIFICATION DATED 10/8/2021 All Suffolk Plukubing Co actors Inc. t oro Signature �SUF�oI�-�o TOWN OF SOUTHOLD moo ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • ! SOUTHOLD, NY SDI dao 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#: 45572 Date: 12/14/2020 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per SCHD & Planning approvals. (Unit #113, A-1 model) At premises located at: 29 Harvest Pointe Ln Unit 113, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-57 Pursuant to application dated 12/1/2020 and approved by the Building Inspector. To expire on 6/15/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,094.80 CO -NEW DWELLING $50.00 Total: $2,144.80 Bui ding nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: g 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of l%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupanc is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. y C. Fees L Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one Location of Property: tt ) House No. T A Street -C" __T Owner or Owners of Property: d ®,� / Hamlet Suffolk County Tax Map No 1000, Section 00l Block ®� Lvisionot 0s�1 d`L—� Filed Map. 7 Permit No: Lot; ®s-7 Date of Permit. Applicant: ���� Health Dept. Approval: -� Q �j Underwriters Approval: Planning Board Approval: Request For: Temporary Certifi ate Final Certificate: ch ek on Fee Submitted:$ Ap cant Si Ana Lire. s, CONSENT TO INSPECTION el.11WV,Dx44e& "t the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned (is) (are)the owner(s)of the premises iW11 , w of Southold, located at I� 1 1 �, which is shown and designated on the Suffolk County Tax Map as D000, Section D� ®f ,Block�,Lot2� . That the undersigned(has) (have)filed,or cause to be filed, an application in the Southold Town Building Inspe tor's Office for the f llowing;, That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections, do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: ( i re) r tN (Signature) (Print Name) pr SOUj�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �o sean.devlinCaD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Rimor Development LLC Address: 29 Harvest Pointe Ln Unit 113 city:Cutchogue st: NY zip: 11935 Building Permit#: 45572 Section: 102.1 Block: 2 Lot: 57 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 59 Ceding Fixtures 14 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 4 Wall Fixtures 5 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 43 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 2$' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 1 Switches 4Q 4'LED Exit Fixtures 11 Pump Other Equipment Fridge, Oven, DW, Micro/ Hood, W/D, 150A Panel 30 Circuit/25 Used m Notes- New Two Story Inspector Signature: Date: October 27, 2021 S.Devlin-Cert Electrical Compliance Form Town Hall Annex U_' i1 54375! cain Road '� r �yi ;Y f k Telephone(631) 765-1802 riz,, Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �����;`-��.r•:=:::�' � X45; BUILDING DEP ARTNT N T '?i GNNNT OF B OUTS s LED, C ERK- TIF1C- u IQ,PT !gate:---DC+ 4 , - ri i,�—' C'lease a `---- � > �'!lI:!IQPr A1c t,_ ±ease prilit; iI?';';?cat the so,del'Used in i:7e water StlPPiY system conto.iI s less than 2/i 0 0- !% ----_--;i lU 0 SSiblld: ti Orn to before me this 8� 20.0( ANNA FIORI pA Notary Public,State of New York Reg.No.09 FIG36B36,,, Qualified in WIWI',County // COMMISSion Expires - o r nlotar;� Public. _(L�1� C�QU171}, fi f0 0(ItC o°y 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 httl)s://www.southoldtownny.gov � TM f For Office Use Only Date Received 55 PERMIT IVO. 7Building Inspector: ? �' L�- Applications and forms must be filled out in their entirety.Incomplete applications DEC — 1 2020 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. APPUCATION'FORWMINGf��,�WT Date: I L?J OWNER(S)OF PROPERTY: Name: Rimor Develo ment Tax Map#:SCTM#1000- 1 02 01 - 02- Physical Address: Phone#: 631-678-2667 Email: teamalia65 gmail.com Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Emall: teamalia65@gmail com DESIGN PROFESSIONAL INFORMATION: - Name:GRCH Architecture Mailing Address: 3750 Express Dr. South Islandia, NY 11749 Phone#: 631-864-3395Email: ,CONTRACTOR INFORMATION: Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION _ 2New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ C3 b Will the lot be re-graded? VYes ❑No Will excess fill be removed from premises? ❑Yes 2No PROPERTY INFORMATION Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? OYes ❑No IF YES, PROVIDE A COPY. on file with building-department—---- 2 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of 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 and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print na enry Ali 2Authorized Agent ❑Owner Signature of Applicant: Date: Zj STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 �1 "J-day of �Q/h1-- 20"d-U o arySHERRY PIRONE i NOTARY PUBLIC,STATE OF NEW YOR PROPERTY OWNER AUTHOMATM N Registration No. 01PI6388308 (Where the applicant is not the owner) Qualified in Suffolk County Commission Expires March 04, _.023 I, residing at do 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 * TOWN OF SOUTHOLD BUILDING DEPT. �ycourm��' 765-1802 i_ INSPECTION _ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE`& CHIMNEY [ -] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) " " [ ] -.ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: o� � �Wv iN . �� a✓ -6 �1W�MQ� DATE4" 1A INSPECTOR laf so # # TOWN OF'SOUTHOLD BUILDING DEPT. °`�cnurm 765-1802 _ INSPECTION ; [ ] OUNDATION 1ST [ ] ROUGH PL13G. ` [ FOUNDATION 2ND N� [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ' ] ,FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] ,PRE C/O REMARKS: DU�J�I`^ 01�W DATE INSPECTOR ��� �pF SOUTH V # # TOWN OF SOUTHOLD BUILDING DEPT. o`ycoum 765-1802 INSPEC , ION = [ ] FOUNDATION 1ST [ ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION/CAULKINGVyF ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ '] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ .] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: V4, I vrosv v(l 0, DATE INSPECTOR �oF souTyo6 � 95 72, �� - 113 -� # # TOWN OF SOUTHOLD BUILDING DEPT. oy � 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND = [ '] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [' ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION V ELECTRICAL (ROUGH) j ] ELECTRICAL (FINAL) [I ] CODE VIOLATION [ ] PRE C/O REMARKS: c� rAe, DATE INSPECTOR SOUIyo f TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST ( ],,.. UGH PLBG. [ ] FOUNDATION 2ND [ SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL "% [ ] FIREPL"ACE4 CHIMNEY ' [ ] FIRE SAFETY INSPECTION ` [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: O� l DATE 'I/ �� INSPECTOR lC OE SOGTyo� L-1 55 7 kAf -� Pw /'A # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm '' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ]" ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ =] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: g -- O K DATE INSPECTOR C�� �i y Xa`y+y� a IL u9ae j 1 tE® ae. '• r. mail .I• , HUNTER -- e INSULATION µ T v. !Ff'• .. t� R � u ��kf 's�, ++: i 'b `n• i r�l�" •i w j y, .H-.�...ji?_r. t - �,�. E. 4^.'+..-. 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TCS---. •__ ` ,; "�;�' �: .I� Y.5 :x� � s.. y' V - T n ':mow fir:. - ..�•; t • L 46— "to. —•rr„ 44 e a• -_ �4 x •. „, ♦ v _ .i' w• r r 4 s � k ti 7 `r _��'T�- ' • � ter. ` r �q } oppol ill1i d I —V AV A 1 • ti,f• J _ v 5'w j`' F J KIM" j Ask i� j rr ° N aT�`S • I - �i I w f -� ', i rte` 4v . 1 . r g � 4 _• n�`. i t 3 4 r xl sii5 � 1 • pp ai { POM P� # k _ P .g +dam 'Y 4 XS.�yy t•. � y A. 4 y _ -- F i p r # t r i ins $ x mss^ ?t � ':4 f �N{f+l�k•GKnr;�t s �aoe souryo * # TOWN OF SOUTHOLU BUILDING DEPT. 765.1802 INSPECTION [ J FOUNDATION 1ST [ ] ROUGH PLBG. [ ) FOUNDATION 2ND [ ] INSULATION/CAULKING [ ) FRAMING /STRAPPING [ ] FINAL [ ) FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION [ J FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ) ELECTRICAL (ROUGH) [ ) ELECTRICAL (FINAL) J CODE VIOLATION [ ] PRE C/O REMARKS. E F DATE # . _ = INSPECTOR g �; ; CH�r�y�'r�7 ARCHITECTURE p 4Jl' 4 C °r` ';- '' �'� .''.�:6.',..a�t.;:x"{•' x`42: ..� _ r";. ,�'_.;x., ,i_ raw G c" ^t F�=1 -'snM j 2:'t":;:+f-=^��.��j4'7•�'= _ 5750 EXPRESS DRIVE SOUTH SUITE 202 ISIANDIA. NY 11749 WWW.GRCHARCHITECTURE.COM31)864-3395 ` s�•„..4— �-95 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximurn thickness 3 X” (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/ Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 lnsu[ation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM 8 . espectfuly submi ed, ED ARc ogERT c/.,, y�T Com, Glen Cherve y i IA, LEED AP �;;� 25- Principal f JN 02381 0 OF NE�� AMAW6MW CAL C®WPORA710W HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, IVY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, i Louis DeSantis President 3 20 Feldland Street, Bohemia. NY 11716 e (631) 563-1298 Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPRE3s ERNE SOUTH SUITE 202 IsL.ANDIA. NY 11749 WW W.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2021 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit No. 113/ Permit No. 45572 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. espect Ally submitted, ED A oa ERT /i y X CA - C7 2.G Glen erveny, AIA, LEED AP Princi al '9 023811 Q T�OF NE�y Home Energy Rating Certificate Property HERS Al Holly Unit 113 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2021-10-22 Rating Number: MC194 29 Harvest Pointe Ln Registry ID: 816325163 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 66.3 to Cost$156 Percent General Information Cooling 1.7 $99 6% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.1 $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.7 $1187 75% Bedrooms - 3 Photovoltaics _ -0.0- $-0 -0% Service Charges $120 8% Mechanical Systems Features Total 104.9 $1575 100% Water Heating: Conventional, Natural gas,0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution,,Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 146.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 69 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate 1424 CFM50 (2.03 ACH50) Foundation Walls R-13.0 Method Blower door Michael Fauci Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 - Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2021 Combustion Safety Testing Form Certified Home Address: 29 Harvest Pointe City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2021-10-22 Outdoors Temp During Test: 75 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No —r1�— Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: He System Primary: Yes❑✓ No❑ Type: Furnace❑Boiler L1 Heat Pump Q Other❑ t i Venting Tvpe s. Draft Sin llaee Sin llaee co CO Efficiency Fuel Tvpe Circle T e) Pascal }' (Worst Case (Natural) (Worst Case atural Rating:95.0 N❑✓ P❑O❑E❑ N❑�v❑M❑S_0 NSA Pa. Pass❑✓ Fail❑_ Pass0Fai1❑ N/APPM N/A PPM Yes ✓❑ Type: Standard Tank ✓❑Indirect Tankless ❑ Size: 75.0 Style Common Vent ElWaterHeatel Primary: No Instantaneous Commercial See Note (Gallons ❑ ❑ ( ) ) Stand Alone ✓❑ s i Venting'Tvpe s Drat Sin haze S illi e(Natural) CO , CO E tciene Fuel Tvpe (Circle Type) (Pascal) (Worse Case) � (Worse Case) ' (Natural) EF: 0.69 N_❑✓ P❑OaE❑ N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ I Pass❑✓Fail❑ I NIA PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ Oven CO 3 PPM Ambient CO(During Oven CO Testing) o PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: �� � Date: 2021-10-25 Manual S Compliance Report Job: wri htsoft Date: Oct 18th 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 For 29 Harvest Pointe Lane, Cutchogue, NY 11935 • • • • • Design Conditions Outdoor design DB 83.0°F Sensible gain 17582 Btuh Entering cod DB- 76 0°F Outdoor design WB 71.0°F Latent gain 3500 Btuh Entering coil WB- 63 5oF Indoor design DB- 75.0°F Total gain 21082 Btuh Indoor RH. 50% Estimated airflow 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type Split AC Manufacturer Generic Model SEER 16.0 Actual airflow. 800 cfm Sensible capacity. 16800 Btuh 96% of load Latent capacity 7200 Btuh 206% of load Total capacity 24000 Btuh 114% of load SHR 70% • E.euipntm 04 Design Conditions Outdoor design DB 10 0°F Heat loss 46217 Btuh Entering coil DB 63.1°F Indoor design DB. 68 0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type Gas furnace Manufacturer Generic Model AFUE 92 Actual airflow 875 cfm Output capacity- 48000 Btuh 104% of load Temp. rise 50 °F Meets all requirements of ACCA Manual S - -wrightsoft, 2021-10-18 16 43 43 A .=^�4 AVJ.HBN,MmH✓Lngfan,w, Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ivr� Model Al MAN JSD\Rtmor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W Residential Examiner Revieorm Form ��� ACCK. for 15 Mar 09 Atord4'9r3 oada'.trscmmab Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes [] No Mechanical license or MJ1AE Form*(and supporting worksheets) Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes ❑ No ❑ Building plan# Manual D Friction Rate Worksheet Yes ❑ No ❑ Duct distribution sketch Yes ❑ No Home address(Street or Lot#,Block,Subdivision)29 Harvest Pointe Lane, Cutchogue, NY 11935 HVAC •A■ CALCULATION ,0 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 °F Orientation Front Door faces West Indoor temperature 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss 46217 Btuh Number of bedrooms 3 Conditioned floor area 3788 ft' Summer Design Conditions Number of occupants 3 Outdoor temperature 83 °F Indoor temperature 75 °F Windows Roof Grains difference 30 gr/Ib @50% RH Eave overhang depth 1 0 ft Sensible heat gain 19979 Btuh Internal shade blinds Latent heat gain Btuh Blinds,drapes,etc Eave 9 3977 Depth Window Total heat gain 23957 Btuh Number of skylights 0 EQUIPMENTHVAC • 40 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace Equipment type SphtAC Heating cfm 875 Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm 800 Model Generic Model Generic Static pressure 0.60 in H2O AFUE 92 SEER 16 0+ Fasign a�rtlown's rated external static pressure for Heating output capacity 48000 Btuh Total cooling capacity 0 Btuh de Heat pumps-capacity at winter design outdoor conditions Sensible coaling capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh HVAQ DUCT DISTRIBUTION SYSTEM ■ ®0 Design airflow 875 cfm Longest supply duct 478 ft Duct Materials Used Equipment design ESP 0.60 in H2O Longest return duct 201 ft Trunk duct Sheet metal Total device pressure losses -0.6 in H2O Total effective length(TEL): 679 it Available static pressure(ASP): 0 01 in H2O Friction rate: 0 001 in/100ft Branch duct Round flex metal,Sheet metal Fnction Rate=ASP-(TELx 100) I.declare the load calculation,equipment,equipment sel- • • ductdesion were •o • performed based on - building plan,listed above. I understand the claims in.o- on - -forms Will be sub. - o review and verification. Contractor's printed name Contractor's signature Date. 'Reserved for County,Town Municipality orAuthority having jurisdiction use, *Home qualifies for MJ1AE Form based on Abridged Edition Checklist - -wrightsoft' Ri ht-Suite®Universal 2018 18 0 32 RSU20066 9 Load Short Form Job: Wrl htsoft Date, Oct 18th 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 29 Harvest Pointe Lane, Cutchogue, NY 11935 Design • • Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) 12 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1422 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Cod AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0 021 cfm/Btuh Air flow factor 0 047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 083 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsaf#, 2021-10-18164343 ,+ asaiw•e.am•mw.,,.,,,,,� Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 xCA Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip @ 0 88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed Wrightsoft- 2021-10-18 16 43 43 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 ACCA Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W . Job:Pro Project Summarywri9htsoftm Date: Oct 18th 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For 29 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Design Infoirmation Weather. Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent (68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Shielding/stories 3( Latent Cooling Equipment Load Sizing Pressure/AVF 50 Pa artial) /2 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(ftz) 3788 3788 Equipment latent load 3500 Btuh Volume(ft') 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18972 Btuh Equiv.AVF (cfm) 150 66 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Cod AHRI ref Efficiency 92 AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0 047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0 83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFrtsoft^ 2021-10-18 16 43 43 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 rC� Model Al MAN JSD\Rimor Model Al MAN JSD JA rup calc=MJ8 Front Door faces w N Second Floor Bed 3 rl-", cfm 129 cfm 30 cfm Loft Y. 6x16 p Riser Ret Riser 286 x 16 cfm 104 " 2 Stair Up Job#: Energy Testing Services LLC Scale: 1 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 29 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18 0 32 RSU20066 2021-10-18 16 43 59 SD\Rimor Model Al MAN JSD JA rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star Y c m Continuous Use Timer Breakfast Area 01 cfm L51 cfm �82 cfm 9182 m Master Bath Master Bed Ik99 cfm I. cfm IGtchen Living Room Hall SdB®er WIC 1 � 16 cf 14-11 R and L34 fm WIC 2 K12 NAth 1 7 cfm Stair Foyer Bed 2 & Garage L91 dm 8' Job#: Energy Testing Services LLC Scale- 1 106 Performed by Energy Testing Services L... Page 2 ue,NY 11935 1648-A Locust Ave Right-Sude®Universal 2018 29 Harvest Pointe Lane,Cutcho 9 Bohemia,NY 11716 18.0 32 RSU20066 2021-10-18 16 43 59 SD\Rimor Model Al MAN JSD JA.rup N Basement Make up air 68 rGnn Skuttle Model 2161 262 cfm 6" 9., 6" Lj 14" 6 8" 8" _ x 16 10' T28'� — 6 9„36x1 5” 4.. 4., Basen ent 26' 6 up Riser 11 Ret R.ser 10" 4x16 10" 87 cfm 87 dm 87 cfm Job#: Energy Testing Services LLC Scale 1 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Sude®Universal 2018 29 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18 0 32 RSU20066 2021-10-18 16 43 59 SD\Rimor Model Al MAN JSD JA rup wri htsoft Duct System Summary Job: g w Date: Oct 18th 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 For 29 Harvest Pointe Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0 59 in H2O Available static pressure 0 01 in H2O 0 01 in H2O Supply/return available pressure 0007/0003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0 001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length(TEL) 679 ft ® • II - Design Htg Clg Design Diam H x W Duct Actual Ftg Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 easement-A h 3482 87 8 0 004 8 0 Ox 0 MtFx 23.8 1600 st2 easement-B h 3482 87 8 0.003 11.6 16x 4 ShMt 48 5 225.0 st2 Bath 1 h 474 12 5 0 006 4 0 Ox 0 MtFx 16.0 95 0 Bath 2 h 1098 28 18 0.002 5.0 Ox 0 MtFx 665 400.0 st8 Bed 2 c 1618 86 91 0 006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 c 1428 66 81 0.001 8 0 Ox 0 MtFx 76.3 4000 st7 Breakfast Area c 1781 99 101 0 003 9 0 Ox 0 MtFx 16.8 2250 st2 Foyer c 2655 102 150 0 003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen c 1755 42 99 0.007 9.0 Ox 0 MtFx 2 3 95.0 Laundry c 609 20 34 0.002 5 0 Ox 0 MtFx 488 3150 st2A Living Room c 1455 72 82 0.002 8 0 Ox 0 MtFx 25.8 3250 st2A Living Room-A c 1455 72 82 0.003 8 0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 4100 st7 Master Bath c 894 34 51 0 002 6.0 Ox 0 MtFx 38.3 3250 st2A Master Bed C 932 51 53 0.002 6 0 Ox 0 MtFx 53 0 2950 st5A Master Bed-A c 932 51 53 0 002 6 0 Ox 0 MtFx 52.8 3000 st5 WIG 1 h 625 16 4 0 002 4.0 Ox 0 MtFx 58.8 3250 st5 WIC 2 h 485 12 2 0 002 4 0 Ox 0 MtFx 56.0 290.0 sty Bold/italic values have been manually overridden wright5oft- 2021-10-18 16 43 43 ��+� .,.,.,,,,„,.,,„,,,„,v,,,,,,,, Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 �itipl Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W upply ..rirun,I�betail Table Trunk Htg Clg Design Veloc Dlam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0.001 236 100 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0 002 238 100 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0 002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0 001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0 001 167 142 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0 002 41 8.4 16 x 6 ShtMetl st6 • Grille Htg Clg TEL Design Veloc Dlam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat[ Trunk rb3 Ox 0 669 807 2010 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0.001 236 100 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx -beta Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (In) Material Trunk rt2 Peak AVF 788 936 0 001 219 280 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 100 0 x 0 ShtMetl rt2 W r71ghtsOft® 2021-10-18 16 43 43 tirRight-Suite®Universal 2018 18 0 32 RSU20066 Page 2 ArCA Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISI AIVDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 26, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit# 113—Permit#45572 Dear Mr. Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. Respectful y submitted, ED ARC \5 �C51ERT Cyd y�j� Ole C erveny,AIA, LEED AP Prin i al '9��OF ��yO OFFICE LOCATION: 11LAILING ADDRESS: Town Hall Annex a�s®tip.; - P.O.Box 1179 54375 State Route 25 Southold,Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631765-1938 Southold,NY www.southoldtownny.gov 'e PLANNING EOARD OFFICE TOWN OF SOUTHOLD September 30, 2021 a Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 27-30, 39, 40, 43-46, 111-114 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia:- The lia:The Planning Board has found that the requirements for Units# 27-30, 39, 40, 43-46, and 111-114 of the above-referenced Residential Site Plan, with exception of supplemental evergreen plantings required behind units 45 and 46, have been completed based on the site inspection made on September 21, 2021. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these fourteen (14) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles,. equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, d Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer O tx.. FOLIC SCOTT A. RUSSELLc� '4 MICHAEL M. COLLINS P.E. „� ,�� � �� SUPERVISOR -' t. TOWN ENGINEER TOWN HALL - 53095 MAIN ROAR TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 �', ��, Fax. (631)-765—9015 M10lAfi1.COt_1.1?15C �Oti�:-��SU'ilICi1 D-NY.I�S OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings September 13, 2021 Planner 1 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 29, 30, 111, 112, 113& 114 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side lawn areas of units 111, 112, 113 & 114. The rear areas have not achieved final stabilization but have been graded and should be fully stabilized within two weeks. I also inspected units 29 &30 and determined that the developer has not achieved final stabilization of the lawn areas but these have been graded and should be fully stabilized within two weeks. Additionally, the driveways of units 29 & 30 have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these six(6) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, 44 /! Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector mora . . . ® s r. FOU"ATION (1ST) FOUNDATION(ZND) ----------------- ROUGH FRAMING& PLUMBING- . , AM n i r� _ Electrical Inspector -J, ."BUILDING DEPARTMENT TOWN OF SOUTHOLD Town Hal S I Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 T,746'phone (631) 765-1802 - FAX (631) 765-9502 seandq&,southoldtownny.gov lr�"err( -southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: C Company Name: --- 11 Ve I . Name: M I --T-n 5,A(:J,!�� 11!9 License No.: -3--1(Do M�_ "'3emAil: �—I If C- Address: P-40 I N& OV- Phone No.: (,Istlv JOB SITE INFORMATION (All Information Required Name: Q mbre"ba )6-OWLA4 LLc AUU41 Address: Cross Street: IQ Phone No.: :k /y N Bldg.Permit#: 515-7 -al email: W4 -Co Tax Map District: 1000 Section: CQ, 01 Block: 21, D b L61: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: 0 Rough In Final Do you need a Temp Certificate?: NZ Issued On Temp Information: (All information required) Service Size(& 3 Ph Size: _ A #Meters Old Meter# Cew S:e3rv�' B - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead -# Underground Laterals 1) 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xis � /BUILDING DEPARTMENT- Electrical Inspector Y � TOWN OF SOUTHOLD 2 D2 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ;. Telephone (631) 765-1802 - FAX (631) 765-9502 ,rogerrO-southoldtownny.aov seandCcD-southoldtownny. ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (A['l Information Required) Date: Company Name: ' Name: . , 1. License No.. 3rl06 YY1� WAW ;� �C. Address: 4. A Phone No. JO13,SITE INF6AM4TION (All Information Required Name: - U7 til c t Address: v f 3 �T Cross,Street: -Phone No.: i - ;51dg.Pertnit.#: •.email: ��-.Cts Tex Map District: 1000 Section: � 7,��-t�.l, `�1ock- a �O -BRIEF DESCRIPTION OF WORK(Blease Print Clearly) Circle All That Apply: Is job ready for inspection?: YE NO Rough In Final Do you need a Temp Certificate?: ES O Issued On Temp Information• (All information -required) Service Siz '1 Ph 3 Ph Size: _LIT a -.A, #MetErs Old Meter# ew Serv' - Fire Reconnect- Flood Reconnect-Service Reconnected -Underground - Overhead #Ulltlerground'Laterals 1 2 ,H Frame .Pole Work done'on Service? Y N o - Additional Information: PAYMENT DUE WITH APPLICATION �Pl Request for Inspection Form,xls !Yj x �e `� \A< PERMIT# dr s Switches Outlets s GFI'sC c 1 Surface 'Sconces H H's p I UC Lts Fans Fridge HW Exhaust , � � 17 Oven WAD�j(,� Smokes DW Mini Carbon Micro �� f Generator Combo 3 Coo ktop Transfer AC AH Hood Service, Amps, Haavve�� Used Special: Comments l &L C/ �� l TYPE B JRAMP 77-1 A7�7MR 40 HYD FLUSH CURB WITH PAVERS LA Ll fL 110 A 112 A A 0 114 PROPOSED RANT, ROAD TO BE WIDENED TO 26 F_r AT HYDRANT (TYP) 75' BUILDING SETBACK 50' BUF ER ` | [ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref.No. �- 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO ULDATE AN EYASTINO PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION 1 FOR ALL RENEWALS ANTI TRANSFERS EXISTING REFERENCE NUMBER: 810-17- N�j Tax MnNo.: District Section Bl ck _Lot p 1000 Name of Current Applicant: Rimor Development LLC Tel#: (631) 7359200 Mailing Address.PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.eom Name of Current Agent:Henry Alia Tel#: (631 672667 Mailing Address: PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmaii.com *If more than 6 years old and SCDHS site inspections have not been DATE OF ORIGINAL APPROVAL: 09/08/2017 performed,a new application will be required M ION 2 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION e of Previous Applicant/Agent: Tel#: ( - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's[Architect/Engineer/Surveyor: I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. rtrue t/Engineer/Surveyor's signature: Date: 4 FOR ALL RENEWALS AND TRANSFERS n is hereby made to[ ]TRANSFER, Ib1EN W(check applicable) a permit to construct in accordance with this n,surveys and plans submitted. I hereb} certif at ave examined this complete application and the statements therein nd correct,and that all work shall be done i cord nce wi all applicable Town,County,State and Federal Laws. '`Anyment made herein is unishable as a misd nor ursua o S210.45 of Ne�v York State Penal Law." e of Current Applicant/Agent Date � 0 � �� Print Name of Current Applicant/Agent en is Title Agent/Project Manager rY DEPAR ONLY 14 Permit is Transferred/ ene ve Until �� 23 Number of Bedrooms Approved /� Signature of Department Representative �'� Date WWM-104(Rev.02/12) 'IPE SHALL BE 15" CPP WITH A 5LUWE Uh U% - _ FOLLOW UNLESS OTHERWISE NOTED: . - © STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE, AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED IECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. C MINIMUM 6' DR-18 PVC OR CAST IRON WITH A ® BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT jE C900 SLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. WATER MAIN TO BE 14" WITH 6" HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE, SERVICE CONNECTIONS TO BE 1`. O COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT NIMUM OF 10 FEET OF SEPARATION DETWEEN FREEZINC. ' VER/DRAINAGE LINES. ® BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE NIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. NIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. ' PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: :RVICES TO BE INSTALLED BY PSE&G AND OAY VARY DUE TO FIELD CONDITIONS. ELECTRIC a PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ON FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. © DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN /DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST 'ARATION OF ,18" MINIMUM BETWEEN PIPING. (SEE REVBACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER DURING OSHALL ENSURE ALL CROSSING SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT DURING NG C CONSTRUCTION. LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF TO MAINTAIN ALL REQUIRED VERTICAL , HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. NSTALLED UNDERGROUND. nit Numbers Habitable Garage Area Total (SF) Harvest Pointe at Area (SF) (SF) 77-124 1,999 486 2,485 Cutchoevue 3,8,3.0,12,14, .123,26,27,29, Cutch®gue, New York 33,36,39,41,45 1,599 363 1,962 Town of Southold 17,49,50,52,54, i8, 59,68, 72, 76 No. Revision Date Appvd. ,5,6,9,11,13, 13 TOWN/SCDHS REVISIONS 7/28/17 AVL L9120,22,24, 12 TOWN REVISIONS 6/14/17 AVL !.8,30,32,35,38, 1,599 363 1,962 11 SCOH REVISIONS 4/22/17 AVL 12,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL —_73,74,75-- --- — - — ——- -- — — -- -- 9 1OWfd REVISIONS - c•_--- 9/?7117- �_._. dVl _ —,'—. --- - 7,34,37,43,55, 8 SCDH REVISIONS 3/9/17 AVL 63 65 67 69 71 1,599 380 1,979dsignod;ny; ec ;, �� ,.: :;-;,, .•r�^` f`� .6vt't':._r..., -.re ,_`,'`,�•; i'r 1 .4, r.i;\: t•`f';>„ vC lr,i'' A,;,i�h,y"r-'�"5;,�;�,3';e-.M'e�rr.' A\`r' ...-. '��''r A.�`?_�-, is�..<�•� 15,16,17,18 1,999. 408 2,407 Issued for r"<Date July 10, 2015 N/A 6,188 N/A 6,188 SCTM: 1000-102-01-33.3 SCDHS.Arbproval n=.w.r•.•..v..n..-. ti�rcw..a,....s......-r-s.,...,,+..,..m.m,..�..�,m..mawo.>.m..,,--.,fir-+».:.r f� �•� -�. :M« Drawing Number AM G'Lli♦'�B.e(d•i41dZ4��1YO6.CQ'I„�,,,�...o�,,��..f',.le`I�S1d3r.4'Sud7��ia S;`ry LPr- �tbGHIM M y tarnv,_� 400 ?"k. cc J".-, v-%,,">- - M JSheet of fJ 1 uirx � 2 Q p ` O A V Project Number 29305.00 SCDHS Reference # CIO-'%6-®�1 43 8' m "v ( of V m 15' 6.7 �8 4' } V O 49'ci 7 LS L I n 0 1- Z p r U O O� L Q 13.6' 1.4' CILL Z a. 0 ci ZLL = O rn ra �iJ� 1V7 \ 0 O 12.7' 3 3' O 00 I W a 1.0' 1 'hPa 6k- 28 5' 4 ®� `q 20 6' I w 4 N 53005'40" E 44.15' n a a. 28.5' N 20 5' i EE 1.01 f f r��") I ;i 33. J c)iv I C6 � OCID II v/ 13 5' 1.4' Z Z 12 7'' I W W - 0 0 N N > M AY 1 9 2021 tO Z I- Q LL n O U) 0LL 6T 84' LLD 4.8'20 rl. N 1.5' 43 9' m M N 53°05'40" E 56.98' UJ 11 C) cV `— j;,- d N �// F M F, � CO ('7 C COPS S 81034'2311 E E 67.78' R m e w, e O10 Y J I '•• � t �r f °•� ® 1! o J J/ `o I o IQ ti Ch 04-30-2021 FOUNDATION LOCATION I Cl) FOUNDATION AS-CONSTRUCTED FOR 167.99' (ACTUAL) `N UNITS 113-114 UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 2 R=275.00' S52055'20"W FILE NO.: 490 FILED September 28, 2020 L=77.85' W SITUATEDAT W j _ o CUTCHOGUE 60I TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK o TOWN OF S C T M DISTRICT 1000,SECTION 102 01,BLOCK 02 00,LOTS 057.000&058 000 S 40052'38" E �O SOUTHOLDN27.03' ` S52 55 20 W � NELSON + POPE 19.24' engineers•architects•surveyors 70 Maxess Road,Melville,NY 11747. 631.427.5665• nelsonpope.com z W I INDIVIDUALSURVEYS DRAWN BY: NP CADD NoU_ W .: 00026 IS SCALE: U- SCHOOL HOUSE CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I (� CD LANE DATE: 05-04-21 PROJECT NO.: 00026 1"= n-30 I i I NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE CONTROL DI° PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE MODULE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, O PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION 43 8' m .74 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, N M _ PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 1 5' N 00* PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 6 7' �8 4' eor C4 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN REM IN ANYWAY IF W J w m N _M 4.9'BO AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND n Z Z 0 n U-W M Mz Ci co r W W THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH W O w ui � II II t LU ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION a 0 EV D_ 0 0 LLLL Z 0- _ - COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED W = I-- O j a SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 13 6' 14' O LLU' J b Ly r— NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS m i W 12 T I OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 00yp 33' O STONE BASE (9 DRIVE I U 0- PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 1 0' W/8"PAVER O CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, WELL,TYP EGRESS WIN. BORDER I O W SOIL CONDITIONS,VEGETATION.TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS v I� o 28 5' 4N 53°05'40"E 44.15' 7 Z OTHER THAN VISIBLE PERMANENT STRUCTURES N 20 6' DI° L COPYRIGHTS NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS W W RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, O I <LU IL ° X O RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED a I 0 W — m ; IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN W 0— Q f PERMISSION OF THE SURVEYOR 20 5' O_ i� 28.5' N m CV I W STONE BASE m D� Q 10' DRIVE 0 0 00- � p 3 3' I Q N_ WBORDER R EL 0 I Cep f- c/) ^ 13 5' M W L_ 12.7' O� LU c/) 1 4' 2K W U x �U 0)C4 -'t > > N / `LUZa: L6 LLW mcn a nvi cnom. O0 }0 n II I— O LO DI° 00a. w— �LL Z a Cp O M Q 67' 84' U)W ti C7 48' 0 f/) EGRESS WIN N N Oe VPI (� WELL,TYP - �� 43 9' D AV/p a N 53°05'40" E 56.98' �� Ap S 36°54'20" E 398.21' f/�� �'•SILF /S� R=275.00' �� 00502A a0 L=214.39' t'`n1D S 81°34'23" E F'L 67.78' _J S W Vlv .j i Q O R=415.00' ti L=116.80' I _ 01-08-2021 FOUNDATION LOCATION 65°26'53" E 167.99' (ACTUAL) `� UNITS 113= FINAL SURVEY FOR S S 6502' 04-30.2021 SANITARY AS-BUILT 114 UNIT DESIGNATION MAP OF F'S52°55'20"W 06-26-2021 REVISED'SANITARY L P HARVEST POINTE CONDOMINIUM 2 R=275.00' , I 06-30-2021 FINAL SURVEY L=77.85' 111 LUFILE NO.:490 FILED September 28, 2020 O SITUATED AT S 40o52'38" E C4 c o [ TOWN OF I CUTCHOGUE ) CO O UO TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' 0 N 1` I ? S O UTH OLD S.C.T M.DISTRICT 1000,SECTION 102 01,BLOCK 02 00,LOTS 057 000 s 058 000 S52°55'20"W `/) 19.24 S 52°55'2 W ` NELSON + PO-PE N I 0" 34.77' 40 engineers•8rohiteCts•surveyors ZF— 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com W LL w SCHOOL HOUSE DRAWN BY: NP CADD No.: I 00026 IS 0 0 )ILANE CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF 1 � 1"=30' DATE: 07-07-21 PROJECT NO.: 00026 1, NOTES: r� I THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURESTO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. D10 `� I f p�o�� 5 n p� _��q 5 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL 11 SUFFOLK COUNT 1 a DEP U MEN� OF HE AL u W QIES PERSON.UNL SS HEMS ACTT GEERING AUNDER THE DIRECTION OF AD SURVEYING. �C7ENSED 209, R� QG O D. O I PROFESSIONAL ENGINEER OR LAND SURVEYOR.TO ALTER AN ITEM IN ANYWAY IF 1g �P�I30VAlL�����Q��p���lf�® �EC�F®4� AN ITEM BEARING THE SEAL D U ENGINEER LL LAND SURVEYOR IS ALTERED,THE GEL CONTROL D(° IW A ShN(G E(F� Popp gy ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFUCTO THE REM HIS SEAL AND b W Q O MODULE 3 L U RESODENDE THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ,..p OI I ,,�g� 1]I L I� � °Il��j 0 1� ALTERATION.AND A SPECIFIC DESCRIPTION OF THE ALTERATION 28 5' m 1" WATER al&1 l0 g B H.,,;.net.ilk®"—,"/\0® - �—� —� V) SERVICE COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED O 0 W 1 5'iv —W W—W W--W__ w 3 �= SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY ?N 6 7' 8.4' W �'� V�/ T e�Sewage A -'-ir"""" I 'e SSP J�, Rwa�.tti� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS U Z m 4 9'of m t, 3 ; In4* e +i "'�'�'�W ( wuf-x..z;J1I 01.J W OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED ro ZN t1 U •- W I.— iv U I I ,J ,y,sa F`�-�L�w',6LJ " UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED aca If- MW AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN j N �W •- m C� 3 PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED Z U 13.6' 1.4 � m I W _ _ TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS N Craig ® m THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP o rn N r 12 T Z CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIORTO ANY DIGGING OR - m W U 3Q ^u uepper9 R�o ® FURTHER DESIGN ZII.)S— 33' I U' U ® s ��I�f —N 14"SDR-35 1 ] Ow— Z Z fl o U I >I I W I W PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE o F}-rn p Z rn CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, �y O; ^ N I-A a pl (n U3Q O > SOIL CONDITIONS.VEGETATION,TREES.PATHS.DEBRIS OR ANY OTHER CONDITIONS U Z 28 5• N O U�W I Q OTHER THAN VISIBLE PERMANENT STRUCTURES DI I m 20.6' E W a p Q COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS G GE m RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, oDI RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED C7 y pC' I f IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN U I 3 Cl) PERMISSION OF THE SURVEYOR i0 m j O_O r 28 5' N 20 5' I I I '^ ADDITIONAL IMPROVEMENTS AND/0R POSSESSION,IF ANY,NOT LOCATED,NOT oIZco n°'i `r Dj� I W ro (�) SHOWN W p) pZ0) _1 p o3 - U Z N 1 Qom' 1 0, U U i w ALL SANITARY PIPING 4"AND 6-SDR-35,TYPICAL QW rn 1z s 3.3' 1 < iv aOl J o 4"SDR-35 ¢ o:I I Ed rn 1 12 T^ .a> 135' 1.4' -W L U v O Z co U LL Z n m 3 U n 0 W / DI° O }0 H r, OW Z / 3 6.7' 8 4' U) 48-7 9 / N N ,.s W— QF 43.9' 1" WATER SERVICE W �Q'c�� D� A DIO cau 3 � `'}� 0 z- 0 0 O� W 05 213 SANITARY SYSTEM AS-BUILT TABLE 01-08-2021 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED FOR STRUCTURE NAME I TIE A I TIE B 04-30-2021 SANITARY AS-BUILT UNITS 113-114 UNIT DESIGNATION MAP OF UNITS#113-114 06-28-2021 REVISED SANITARY LP HARVEST POINTE CONDOMINIUM 2 ST-1 35.6' 31.9' FILE NO.:490 FILED September 28, 2020 ST-2 30.3' 37.3' SITUATED AT LP 26.0' 52.2' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C.T M DISTRICT 1000,SECTION 102 01,BLOCK 02 00,LOTS 057 000&058 000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S � Lm � E �S ® � .�. P O P E UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 113 R10-17-0167 1,999 S.F. 486 S.F. 2,485 S.F. engineers•architects•Surveyors 114 R10-17-0168 1,999 S.F. 486 S.F. 2,485 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com DRAWN BY: NPCADD No.:INDIVIDUALSURVEYS 00026_I SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: 04-30-21 1"=30 PROJECT NO.: 00626 ' APPROVED AS NOTED Blower door / and ductwork DATE: r" h B.P.# 7( �" L 5572-- testing required. FEE: Z /144r py. NOTIFY BUILDING :,-PARTMENtAf 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: Must Provide Manuals 1. FOUNDATION - TWO REQUIRED P FOR POURED CONCRETE ' D,J and S as per 2. ROUGH - FRAMING & PLUMBING NYS Energy Code 3. INSULATION 4. FINAL - CONSTFR '-"^N MUST BE COMPLETE F 0. ALL CONSTRUCTIO!� �:riALL MEET THE REQUIREMENTS OF THE CODES OF NEW TRUSS PLACARDING REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL COMPLY WITH ALL CODES OF INSPECTI0N REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ', I PLUMBER CERTIFICATION SOUTHOLD TOWN PLANNING BOARD ON LEAD CONTENT BEFOP f- T 9Ls�9WN�RLISTEES CERTIFICATE OF OCCUPANu ) ' NQS-6E� SOLDER USED IN WATER SUPPLY SYSTEM CANNOT OCCUPANCY OR EXCEED 2/10 OF LF_AD. USE IS UNLAWFUL WITHOUT CERTIFICAT rpLUM'�!�� AIL PLUMBING WASTE OF OCCUPANCY WATER LINES NEED TING BEFORE COVERING DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code -D0=NOT,PROCEED%W1TH-- -FRAMING UNTIL SURVEY All exterior lighting OF FOUNDATION LOCATION installed,replaced or HAS BEEN APPROVED.,, repaired shall conform to Chapter 9.72 of the Town Code PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: TABLE R405.1 R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a Section R316 Foam Plastic FF_ 2020 RESIDENTIAL CODE OF NEW YORK STATE floor-ceilin assembl , draftsto s shall be installed so that the area of the concealed s ace does not exceed 1,000 s uare R316.1 General. The rovisions of this section shall overn the materials desi n, a lication, construction and installation of foam lastic Properties of Soil Classified According to the Unified Soil Classification System Z 9 Y P P q P 9 � 9 PP P W c , 2020 EXISTING BUILDING CODE 0 F NEW YORK STATE feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL 1'-'1 SOIL CLASSIFICATION VOLUME 2 0 floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE 0 0 2020 FIRE CODE OF NEW YORK STATE following circumstances: the job site shall bear the label of an approved agency showing the manufacturers name the roduct listin roduct identification SYMBOL POTENTIAL p 9� P CHARACTERISTICS POTENTIAL EXPANSION 0 ; 2. Floor framing is constructed of truss-type open-web or perforated members. and information sufficient to determine that the end use will comply with the requirements. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 0 �� 2020 M EC HAN I CAL CODE 0 F NEW YORK STATE R 302.1.12.1 Materials. Draftsto m material shall be not less than 1 2 inch sum board, 3 8 inch wood structural R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam lastic shall be se arated from LITTLE OR NO FINES GOOD LOW LOW 0 U t5 PP 9 / gyp / P P GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, U � 2 2020 PLUMBING CODE OF NEW YORK STATE panels. the interior of a building by an approved thermal barrier of not less than X inch gypsum wallboard. LITTLE OR NO FINES GOOD LOW LOW Z 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GRouP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, ° 0 LITTLE OR NO FINES GOOD LOW LOW f" I L R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be 1. Attic access is required by Section R807.1. .- t` 2 rovided with a 1 2 inch sum wallboard membrane, 5 8 inch wood structural anel membrane, or a uivalent on the SP POORLY GRADED SANDS. OR GRAVELLY SANDS, 0 ■ -W a) � rn 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- P / 9YP / P q 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES GOOD LOW LOW � � V > T underside of the floor framing member. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected cM sILTY cRAVELs, GRAVEL SAND SILT MIXTURES MEDIUM Low ;� N RESIDENTIAL PROVISIONS Exceptions: against ignition using 3/8 inch gypsum board. SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW F_ .- ' z- 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the Z (, s d� SECTION R101 erimeter oist s ace without the thermal barrier s ecified in Section R316.4 sub ect to all of the followin GG CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low L cn M P 1 P P 1 9 O J SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW GENERAL Section R303 1. The thickness of the foam plastic shall be not more than 31'4 inch. U o m � ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, u� �' 4 Light, Ventilation and Heating 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. _ W ao R101.2 The rovisions of the 2020 Residential Code o1 NYS for One and Two Famil Dwellin s shall a I to the construction, alteration, SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOw p Y 9 PP Y R303.1 Habitable rooms. Habitable rooms shall have on a re ate lazin area of not less than 8 ercent of the floor area of such 3. The foam lastic shall have a flames read index of 25 or less and an accom an in smoke develo ed index of 450 or less GltouP 2 SLIGHT PLASTICITY ❑ ^ movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and 9g 9 9 g P P P P y 9 P two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress rooms. when tested in accordance with ASTM E 84 or UL 723. �/ M CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, L f M EXCeptIOr1S: ' GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LFAN MEDIUM MEDIUM MEDIUM � and their accessory structures not more than three stories above grade plane in height. CLAYS To LOW QJ 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house Section R317 Protection of Wood and Wood-Based Products Against Decay a R202 Definitions: mechanical ventilation system is installed in accordance with Section M1507. R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. R404.1.6 Hei ht above finished rade. Con Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that 2. The lazed areas need not be installed in rooms where Exce tion 1 is satisfied and artificial li ht is rovided that is ry 9 g trete and mason foundation walls shall extend above the finished grade adjacent to the fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the building 9 P 9 P Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. envelo e. capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 wrapped with aluminum flashing. R404.1.7 Backfill placement. Backfill shall not be laced a ainst the wall until the wall has sufficient strength and has been P inches above the floor level. P 9 • R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use anchored to the floor above, or has been sufficient) braced to resent damn e b the back fill where the unbal Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R303.8 Exterior stairwa illumination. Exterior stairwa s shall be rovided with an artificial li ht source located at the to landin of Y P 9 Y anted Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where Y y P 9 P 9 of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative height of fill exceeds 4 feet. the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an and end use. Section R405 Foundation Drainage the ultimate design wind speed (Vult) is 130 mph or greater. artificial light source located at the bottom landing of the stairway. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in R405.1 Concrete or mason foundations. Drains shall be rovided r Z R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the accordance with AWPA M4. n' p a ound concrete ve masonry foundations that retain earth and 0 enclose he bitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or Section R305 R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and other approved systems or materials shall be installed at or below the top of footing or below the bottom of the slab and (- design shall comply with the Building Code. Ceiling Height washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with this shall discharge by gravity or mechanical means into an approved drainage system. 0 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-O" in habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms, toilet section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exce tion: A r ' � R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section g 9 9 9 g shall be in accordance with the material re wrements of ASTM F 1667. P amage system is not required where the foundation is installed on well drainred ground or sand gravel fY R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. rooms & laundry rooms. q mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. � The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall . Exceptions: ible with the erformance of the conventional framed s stem. En ineered desi n in accordance with the International 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area R 319,1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Section R406 Foundation Water roofin and Dam roofin Z be compat p Y 9 9 and laced in a osition that is visible from the street or road frontin the roe Address identification characters shall P 9 PP 9 0 ' Building Code is permitted for buildings and structures, and parts thereof, included in the scope of this code. ' of not less than 30 inches by 30 inches at the showerhead. P P g p p rty. R406.1 Concrete and masonry foundation dompproofing. Except where required to be waterproofed, 'foundation walls that retain U 3. Beams irders ducts or other obstructions in basements containin habitable s ace shall be ermitted to roject to within contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using 9 9 P P P J out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where re uired b earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the IX 6 feet 4 inches of the finished floor. q y footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. 0 the ultimate design wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. h II a considered o be s ecific the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. R301.2.1.2 Protection of o enin s: Window lazin in windborne debris re ions shall be rotected to meet the re uirements of the lar a missile R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 s a b t p Ln p g g g g P q 9 Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole � test of ASTM E1996 & ASTM E1886 er section 301.2.1.2.1. Gars a door lazin shall meet im act-resistin standards or hazar ous oca ions or he purposes o gazing. R406.3.3 Porous Fill. The s ace between the excavation and the foundation wall shall be backfilled with orous fill u to a hei ht of F- P 9 9 9 P 9 or other sign or means shall be used to identify the structure. Address identification shall be maintained. p ANSI DASMA 115. R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a one-half of the backfill) heio ht and covered with stri s of 30 P P 9 0 m 9 p pound asphalt paper or 6 MIL polyethylene to permit water Z hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for 1• Where the lazin is within 24 inches of either side of the door in the lane of the door in a closed osition. opening protection. Panels shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and 9 9 P P R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall soil as was removed during excavation. ❑ secured with the attachment hardware rovided. 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 P inches of the hinge side of an in-swinging door. comply with ASME re pro CSA 6pla R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a w TABLE R301.2(1) R308.4.6 Glazin adjacent to stairs and ram s. Glazin where the bottom ex osed ed a of the lazin is less than 36 inches above Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. JJ CLIMATIC AIND GEOGRAPHICAL DESIGN CRITERIA g 1 P 9 P 9 9 9 class one sopor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. T� the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be Install vents within 3 feet of each corner of foundation. Section R322 Flood Resistant Construction » wind Desi n SUBJECT TO DAMAGE FROM a hazardous location. R408.4 Crawl space access panel to be min. 18 by 24 . Openings through perimeter wall shall be not less than 16" by 24". GROUND 9 SEISMIC WINTER ICE BARRIER FLOOD Air Mean R 322.1 General. Buildin s and structures constructed in whole or in art in flood hazard areas includin A or V Zones and Coastal A SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual Exceptions: 9 P g TERMITE DECAY HAZARDS Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and 1���--���iii LOAD (mph) Effects Wind bourne CATEGORY WEATHERING pEpTrl TEMP REQUIRED Index Temp 1. Glazing adjacent to walking surface and rail is installed 34 -38 above landing. structures in floor hazard areas, shall be designed and constructed in accordance with the rovisions contained in this section. R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. �� Region Debris 2. Glazing 36 inches or more measured horizontally from the walking surface. Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to O MODERATE SLIGHT TO 10 Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24. allow for piping or vents. ^ ''` 20 140 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less f- P-1 w ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such than 3 inches of bearing on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon W R301.2.1.4 Exposure category. R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and enclosure is not built so as to render the building or structure in violation of this section. strip and shall be nailed to adjacent stud. 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to 0 size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above band or rim joist. ID7 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. feet. The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 the elevation required in Section R322.2 or R322.3. R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural 1 Exposure D extends downwind 600 feet from the partially obstructed area. Includes flat open country and grassland. inches. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and glue-laminated members, cross-laminated timber members or I-joists are prohibited except vwhere permitted by the ❑ 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or manufacturer's recommendations or as shown on these drawings. O Exposure D extends downwind 600 feet from the unobstructed area. not more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in R322.3 provided that they are designed and installed to prevent water from entering or accumulating within the components and R502.11.1 Wood Truss Desi n. Wood trusses shall be desi ned in accordance with a roved en ineerin ractice accordance with Section R310.2.3. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buo an durin the occurrence of floodin to 9 9 PP 9 9 IP e be prepared by a the desi n flood elevation in accordance with ASCE24. Electrical wirin s s Y �' 9 9 registered t uss design professional where required by the statues of the jurisdiction in which the project is to be R301.3 Sto Hei ht. The wind rovisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and 9 9 Y tems are permitted to be located below the required constructed. ry g P width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be elevation provided that they conform to the provisions of the electrical part of this code for wet locations. U laterally unsupported bearing wall stud height permitted s, Table d that(st Individual walls t wall studs shall be permitted to fully opened. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be desi ned to 6 exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design 9 Section R506 Concrete Floors (On Ground) � shall be rovided for the wall or wall framin members where the limits of Chapter 6 are exceeded. Where the story height limits R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. P 9 ladder or ste s usable with the window in the full o en osition. Ladders or runs shall have an inside width of not less R 322,1.8 Flood-resistant materials. Buildin materials and installation methods used for floorin and interior and exterior walls and wall R506.1 Concrete slab on grades to be min 3-1/2 inches thick. f_ of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in P Y P P 9 9 9 Q accordance with the Building Code. than 12 inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed (- vertically for the full height of the window well. provisions of FEMA TB-2. blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where tlhe slab is below grade. fn R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Exception: A base course is not required where the concrete slab is installed on well-drainecd or sand-gravel mixture soils f_ R302.2 Townhouses. Common walls all sh re townhouses shall s assigned a fire-resistance rating in accordance with Section t, duc, re uired b Section R405.1 orb an a roved alternative method. desi n flood elevation shall: classified as Group I according to the United Soil Classification System in accordance with Talble R405.1. Z U Item 1 or 2. The common wall shared by two townhouses shall be constructed without p►umbing or mechanical equipment, ducts q Y Y PP 9 R506.2.3 W or vents in the cavity of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel 1. Be used solely for parking of vehicles, building access or storage. Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints laplped not less than 6 inches tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters mixture soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course j 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.6 Hallways: min. 36" clear width. 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area exists. The ,npor retarder is not required for Garages, utility buildings and other unheated accessory structures. 0 R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. I 0 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: Section R602 Wood Wall Framing fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. the required headroom height. The clear width of the stairway at and below the handrail height, including treads and landings, 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed R602.3 Design onn construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a shall be not less than 31 M inches where a handrail is installed on one side of 27 inches where handrails are provided on area below the design flood elevation, each area shall have openings. R602.3(4). Wall sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. both sides. R602.3(3). 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the TABLE R302.1(1) R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. finished exterior grade immediately under each opening. EXTERIOR WALLS R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet MINIMUM MINIMUM FIRE R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. the requirements of this section. TABLE R602.3(l) FASTENING SCHEDULE EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. DISCRIPTION FASTENING (a,b,c,d) )� WALLS FIRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 f/4 inches shall be provided on stairways with solid 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of NOT FIRE-RESISTANCE RATED o HouRs 25 feet risers. the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and 1. BLOCKING BE'�(EEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL n r r- PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >_2 feet to <5 feet bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher, iu - - ti - m R3113.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL I- ai o � ai r 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in TABLE R302.1(2) low x t tre Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER, LAPS THREE 16D COMMON FACE NAIL CI N �`! N ao EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. ) o � N co ao �i OVER PARTITIONS MINIMUM MINIMUM FIRE Exceptions: Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the turn. FIRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL W,� comply with section R325.6 NOT FIRE-RESISTANCE RATED o HouRs 3 feet inches and the walkline radius is not greater than 244 inches. Each tread shall have a depth of not less than 6i inches at 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the the walkline. All treads shall be identical, and the rise shall not be more than 9k inches. Headroom shall not be less than 6 room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor 7. ROOF RAFTEPS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the feet 6 inches. area of the room in which the mezzanine is located. RAFTERS underside of the roof sheathing, deck or slab. )The fire-resistance rating shall extend the full length of the wall or assembly, R 311.8 Ram s. TWO 16D COMMON. END NAIL P R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. ( ) 16D COMMON AT 24"O.C. FACE NAIL including wall extensions through and separating attached enclosed assessor structures. R 311.8.1 Maximum slo e. Rams servin the a ress door re uired b Section R 311.2 shall have a sloe of not more than 1 unit 8. STUD TO STUD NO AT BWP P P 9 9 q Y P R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 9, STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z Z Z Z Z Z R302.2.4 Parapets for townhouses. vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units inches in height, columns and posts. 1. The parapet shall extend not less than 30 inches above the roof surfaces. horizontal 12.5 ercent . Exce tion: Where it is technical) infeasible to corn I because of site constraints, rams shall " O o_ o o_ 0 0 ( P ) P Y P Y P Exceptions: 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16 O.C. ALONG EACH EDGE FACE NAIL v7S � 55 r cedi two cases where the roof coverin tom lied with a minimum Class C rutin 5 5 Exception: A parapet is not required in the p e ng g p I 9 have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate 11. CONTINUOU;, HEADER TO STUD FOUR 8D COMMON. TOE NAIL fit � w Cu w w as tested in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materia s or approved R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36' high railings, balusters not floor area of the enclosed space is not greater than 10 percent of the mezzanine area. IX D: a o! Ir M fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum to allow passage of a sphere 4 inches or more in diameter. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL m attached to the sides of the roof framin members, for a distance of not less than 4 feet on each side of the wall or walls and R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. g the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the ON EACH SIDE OF END JOINT (24'MIN LAP SPICE N any openings or penetrations in the roof are not within 4 feet of the common walls. R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, - LENGTH EACH SIDE OF END J01 0 building, the operable window shall comply with one of the following: cls a sand, silt ravel or cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is Y Y Y 9 Y Y 9 P P • 9 9 P 9 N " more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the on soil that consists primarily of clay or silt or have any inorganic material or fill. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL opening is in its largest opened position. 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP 2-16D AT 16"O.C. FACE NAIL deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. TABLE R402,2 Concrete: A 28 day minimum compressive strength (f c) is required at the following locations: _ ( ) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. � 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Exceptions: 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment FOUR SD COMMON. TOE NAIL R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening " F- r T '] 1. Foundations supporting exterior walls or common walls. control device, after o eration to release the control device allowin the window to full o en, shall not reduce the net clear R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36 below grade. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON Z ^ P 9 Y P FACE NAIL W 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 opening area of the window unit to less than the area required by Section R310.2.1. R 403,1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE SD COMMON. v R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed TOE NAIL a 0 not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Section R313 Automatic Fire Sprinkler Systems with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"O/C TOE NAIL 0 O j: Building Code. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall R 403.1.6 Foundation Anchors e: Wood sole lates at exterior walls on slabs and all wood foundation wall sill I 27. BUILT UP ^IRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER i 00 assemblies shall extend from the foundation to the underside of the roof sheathing. R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be with 9 P pates shall be anchored LU equipment throughout with an automatic sprinkler system. )� inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL > � Y Exceptions: R313.1.1 Desi n and installation. Automatic residential fire s rinkler s stems for townhouses shall be desi ned and installed in concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. " W v W 1 9 P Y 9 » " 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and w � 1.A fire-resistance rating of 36 hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NFPA 13D. There shall be a minimum of two bolts per plate section and located not more than 12 or less than 3.5 from the end of ROOF, AND WALL SHEATHING TO FRAMING 0 = Q in accordance with NFPA 13. each plate section. Plates shall be protected against decay and termites. 8D COMMON (ROOF) 12"0/c at interior U o R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above Z R302.3.1 Su ortin construction. Where floor assemblies are re uired to be fire-resistance rated b Section R302.3, the su ortin 8D COMMON (SUBFLOOR) supports (see note f) PP 9 q Y PP 9 grade shall be equipped throughout with an automatic sprinkler system. (.� a construction of such assemblies shall have on equal or greater fire-resistance rating. R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section TABLE R404.1.2(1) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing (0 W R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a P2904 or NFPA 13D. Minimum Horizontal Reinforcement for Concrete Basement Walls connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), 0 z self-closing device. Doors from garage into habitable space: 45 min. fire rated with self closing device or automatic closing 90 ksi for shcnk diameters lar er than 0.142" but not lar er than 0.177", and 100 ksi for shank diameters of 0.142" or less. device. MAXIMUM UNSUPPORTED g g d. 4-foot-b -8 foot or Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT y 4 foot by 9 foot panels shall be applied vertically ❑ u� R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas W (� f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end U constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage, shall be ermitted to be located such that their deflectors are within 1 inch to 6 inches below the structural walls and 4 inches on center to gable end wall framing. w = cn R302.6 Dwellin - ars a fire se aration. The ars a shall be se arated as re uired b Table R302.6. O enin s in ars a walls shall corn I P 58 ONE N0. 4 BAR WITHIN 12 INCHES IG THE TOP OF THE WALL STORY _ 9 9 g P 9 9 P q y P 9 9 9 PY members and a maximum distance of 14 inches below the deck of the exterior balconies and decks that are AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY w � with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 constructed of open wood joist construction. 9 0 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. >8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall muds at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus F AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall su ort a maximum TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable Section R314 Smoke Alarms of two floor lus roof ceilin assembl Exce tions: Where desi ned b in accordance with acce ted en ineerin ractice or Z m J areas. Garage ceiling: 5/8 type X gypsum board P / 9 Y• P • 9 Y P 9• 9 P � R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. where the ultimate desi n wind s eed is less than or a ual to 130 m h Q R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 9 P q p , 2X6 8 grade studs supporting a roof load with Z v 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on S2 o o cn be listed in accordance with UL 2034. center and 20 feet where s aced at 12 inches on center. E84 Or UL 723. MINIMUM VERTICAL REINFORCEMENT BAR P G\j t q R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: R314.3 Location. Smoke alarms shall be installed in the f01lOWing IOCatIOnS. SIZE AND SPACING (INCHES) R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overilapping at comers and W / RO ERr �� 1. In each sleeping room. intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in lates 0 : � C 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF P �� y �, follows: 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. wALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the U/ ;� C9 t,� `.',` FEET FE Do not backfill with an soil containin silt or cls width of the studs. '�-f 1G m 1.1 Vertically at the ceiling and floor levels. 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that ( ) ( y 9 y .0,t� '. contains a bathtub or shower. WALL THICKNESS (INCHES) R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & ne."1 � �'r z 1.2 Horizontally at intervals not exceeding 10 feet. bored hole limitations for exterior walls and bearin walls fi ure R602.6 2 Notchin and bored hole limitations for interior 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent 8 1a 12 g g ( ) g �;. placement of a smoke alarm in a location required by Section R314.3. 8 7 NR NR NR non bearing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie #? 3. In concealed spaces between stair stringers a1 the top and bottom of the run. Enclosed spaces under stairs shall comply with fastened across and to the late at each side of the notch with 8-10d nails each side. Follow manufacturers = ��`'''' i�'„ 1. Ionization smoke alarms shall not be installed less than 20 feet 6096 mm horizontal) from a ermanentl installed 9 8 5 0 41 NR NR P U Section R302.7. ( ) y P y specifications for engineered products. (figure R602.6.1) fn X23810 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free cooking appliance. to s s 0 a1 5 0 22 NR 0 �- passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally \�/VEW�(0¢ requirements. from a permanently installed cooking appliance. NR denotes no reinforcing required. --' 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed Locate vertical bars 1Y4" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit JOB NUMBER following materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm 2 0 1 6 0 2 3 1. Two-inch nominal lumber. will activate all of the alarms in the individual dwelling unit. T T 2. Two thicknesses of 1" nominal lumber with broken lap joints. <.J NITS l l 3 MODEL A 1 & W Section R315 Carbon Monoxide Alarms � SHEET NUMBER 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. Q - 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2 5. One half inch gypsum board. l 1 A l a 6. One quarter inch cement based mil r gla. 1 1 MODEL 1 1 1 Z 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. W D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN U) ^ , Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) l­_ W N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation wall by one of the following methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD MINIMUM NAIL PANEL NAIL WIND SPEED V ult 2 0 SPACING (mph) of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND OR TIMBER CONSTRUCTION � � MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. 2. A flashing of an approved elastomeric material. 6" DIA U � ai WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other approved a and posted on P2801.6 Required an. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage REFLECTIVE RED Q � � ( ) (Mandatory). P P Y PP party P q P 9 YP 9 9 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY a wall in the where the furnace is located, a utilit room or an a roved location inside the buildin from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: PANTO (PMS) IF187 ❑ V � (INCHES) PANEL SPAN (INCHES) y PP g (,J � RATING (INCHES O.C.) (INCHES O.C.) TABLE NI 102.1.2 (R402.1.2) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z w 2 B C D 2. Plastic not less than 0.36 inch 0 9 mm In thickness. _O N Insulation and fenestration Requirements by Component ( ) � i rn `m 8d 1 75 24/16 7/16 16 6 12 170 140 135 3. Other approved materials. � *�'J = N "T u COMMON CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWLKV f,,,) 4* a) ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or REFLECTIVE ❑ '� U > .- - R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. Z I) N p o (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear R-VALUE forces in accordance with accepted engineering practice. 4 EXCEPT WHITE +r N MARINE 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Section T101 Scope Z U W.- n;,n T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2• 1/4" Q Q W to cMn R802.11 Rafter or truss uplift farce. N1102.2.2 R402.2.2 Ceilin s without attics aces. Where section N1102.2 would re uire insulation levels above R-30 and the desi n of the U For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B ( ) g P q 9 TRUSS IDENTIFICATION SIGN STROKE � to Span (ft) 12 18 24 28 32 36 42 48 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required R-value for such Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ � = r*- aD Uplift Force # 1 17 149 182 203 226 247 281 314 roof/ceiling assemblies shall be R-30. The insulation shall extend over the top of the wall plate to the outer edge of plate solar Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCIION SHALL CONSISTS OF A ORCLE 6'IN V M without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 ms) or DIAMETER,NTH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE DI W co Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24'o/c spacing. Increase x 1.32 for 140 mph. 20 percent of the total insulated ceiling area, whichever is less. photovoltaic or solar thermal system. COLOR THE aRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR CONFORMING TO PANTONE R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl MATCHING SYSTEM(PMS)X187. a accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section T103 Solar-Ready Zone SECTION 1265.4.SIGN OR SYMBOL P4 R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 mz) exclusive of TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR A(: materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. N1102.2.8 R402.2.8 Floors. Floor framing-cavity cavit Insulation shall be installed to maintain permanent contact with the underside of the mandato access or set back areas as re uired b the International Fre Code. New multiple single-family dwelling townhouses SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR F THE UIILITY ( ) 9 Y P mandatory q Y P 9 Y g ( ) PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TABLE R702.4.2 subfloor decking. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 m2) TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO IHE EXTERIOR Backer Board Materials N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set SIGN OR SYMBOL REQUIRED BY IHIS PART SHALL BE AFFIXED PRIOR TO 1HE ISSUANCE OF A CERTIFICATE Z ASTM C 1178 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. back areas as required by the International Fire Code. OF OCCUPANCY OR A CERIIRCATE OF COMPLIANCE. 0 GLASS MAT GYPSUM BACKING PANEL �_ b FIBER REINFORCED GYPSUM PANELS ASTM C 1278 N1102.4.2 (R402.4.2) Fireplaces. New wood burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor com u stion air. T103.4 Obstructions. Solar-ready y zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted WOOD ROOF TRUSS SPECIFICATIONS: NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE Z) NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 and listed for the fireplace. T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. W TABLE R703.8.1 construction documents. �_ TABLE N1102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. CJ) Allowable Spans for steel lintels supporting masonry veneer Air Barrier and Insulation Installation circuit breaker for future solar electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z D (EQUATION 16-8) SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES positioned at the opposite (load) end from the input feeder location or main circuit location. a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) � L3x3x1/4 6'-0" 4'-6' 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 39011.7 Outdoor outlets. A water roof outlet is required for an size deck, porch, or balcony that is accessible from inside dwelling unit. D + S (EQUATION 16-10) Q ■ BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P q Y � P � Y 9 � L( , L4x3x1/4 s'-0" 5'-0" 4'-6' At least one installed at the front and back of dwelling units. CEILING/ ATTIC GAPS IN THE AIR THE AIR BARRIER IBARR BAN ANY RRIER CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 39011.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At D + 0.5 (.6W) + 0.75 S (EQUATION 16-13) Q M L5x3.5x5/16 10'-0' 8'-0" 6'-0' ` ► J L6x3.5xt/a 14'-o" s'-6' 7'-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL least one receptacle outlet is required for each car space in a garage. BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z i a) WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED 101 MPH BASIC DESIGN WIND SPEED IN EXPOSURE ❑ WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. ( ) a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. CATEGORY B. C. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. DESIGN LOADS: TABLE R301.7 W TOLL = 20 PSF PLUS R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ROOF TRUSSES SHALL U DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE7-10 TCDL - 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. �_qR703.12.2 Flashing at foundation. Acorrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(6) DEFLECTION Oplastic with a minimum vertical attachment flange of 3 inches (89 mm) shall be installed to extend a minimum of 1 inch (25 GARAGE AND CANTILEVERED MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75".FLOORS) (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes greater than L/180 FSI ~J PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished ceiling attached TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN F� mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED O R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting SPACE SHALL BE SEALED. to rafters construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A FLOORS: 40 PSF DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. BALCONIES AND DECKS: 40 PSF Interior Walls and partitions H 180 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. ^ r. wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch P / 2. LOCATION OF ALL JOINTS. H w lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO UNINHABITABLE ATTIC W/O STORAGE: 10 PSF Floors and ceilings w brittle finish L 360 3. REQUIRED BEARING WIDTHS. W THE DRYWALL, AIRTIGHT AND IC RATED. g / / 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 UNINHABITABLE ATTIC WITH STORAGE: 20 PSF feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. ❑ R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIOR WALL FROM THE SHOWERS AND TUBS. 4.3. BOTTOM CHORD DEALIVE LOAD. r /� (� r 1 mortar or grout and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to ELECTRICAL PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior walls with plaster or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. 107 V J `/ 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ❑ [� O outside face. minimum tie size= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal 1" between sheathing & ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls With brittle finishes L/180 4.6. CONTROLLING WIND LOADS. veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. horizontal) and 24 inches on center vertically. from seismic provisions of code per Exterior walls with flexible finishes L/1 80 6. EACH REACTION FORCE AND DIRECTION. Y Y N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage P P R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate R301.2.2) 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR �Ii other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE Lintels Supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLY THEJOY section R703.8. recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. U 9 9 9 9• R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple GM, and GC. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. j not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. 9 and walls closer than 10 feet (3048 mm) to a building on another lot. Section N1103 (R403) of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems WOOD U R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of A B B R EV I AT I 0 N S FLOOR TRUSS SPECIFICATIONS: I- N 1103.1 R403.1 Controls Mandato At least one thermostat shall be provided for each se orate heatin and cooling s stem. WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF W water disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation ( ) (Mandatory). P P 9 9 Y THE BUILDING CODE. walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall A.B. ANCHOR BOLT 2 D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE 1605.3.1 BASIC be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at A.F.F. ABOVE FINISH FLOOR LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. DTL DETAIL LT. LIGHT R.O. ROUGH OPENING different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACENT ADJUSTABLE D (EQUATION 16-8) U R802.4.2 Framingdetails. Rafters shall be framed not more than 1 M inches (38 mm) offset from each other to ridge board or directly P ( ) P ( ) y p g y A.F.T. ABOVE FINISH TREAD EA' EACH LVR. LOWER R. RISER zone temperatures down to 55'F 13'C or u to 85'F 29'C . The thermostat shall initial) be programmed rammed b the manufacturer D + L (EQUATION 16-9) Q opposite from each other with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). ALUNrI. ALUMINUM E.J. EXPANSION JOINT L.T. LAUNDRY TUB RND ROUND ❑ less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 inch ELEC. ELECTRICALD = DEAD LOAD, L = LIVE LOAD, 51mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe ANCH. ANCHOR ELEV. ELEVATION MAS. MASONRY S.C. SAWCUT MAT. MATERIAL SCHEM. SCHEMATIC the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the roof heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. A ANGLE EQ. EQUAL MAX. MAXIMUM SHLF SHELF FLOOR TRUSSES SHALL = DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ARCH. ARCHITECTURAL TOLL = 40 PSF, TCDL 10 PSF, AND BCDL = 5 PSF pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET joists, such as ridge beams, hips and valleys„ shall be designed as beams. N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other BD. BOARD EXT. EXTERIOR MIN. MINIMUM S.S. STAINLESS STEEL / practices. - EE. EACH END designed in accordance with accepted engineering p portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R 4.2 BLDG. BUILDING SIL. STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated where less than 3 inches (76.2 mm) in diameter. BM BEAM M.O. MASONRY OPENING STRUCT. STRUCTURAL DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-lamincted timber members or I-joists are prohibited except where permitted by the manufacturer's Exception: Ducts or portions thereof located completely inside the building thermal envelope. BTM BOTTOM F/C FLOOR COVERING CHANGE MTL' METAL SUSPENSION 1. DEPTH, SPAN, AND SPACING. SUSP. 2. LOCATION OF ALL JOINTS. recommendations or where the effects of such alterations are specifically considered. N1103.3.2 R403.3.2 Sealing Mandato Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SGD SLIDING GLASS DOOR 3. REQUIRED BEARING WIDTHS. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be ( ) 9 ( ry)' BRG. BEARING SQ, SQUARE supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across M1601.4.1. FDR. FOUNDATION NTS " " ~ 'N -R 'in joists at intervals not exceeding 8 feet. Exceptions: BRK BRICK FLR. FLOOR ( ) NOT TO SCALE 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. � `- f rafter or cell TB TOWEL BAR 4.2. TOP CHORD DEAD LOAD. ¢ N N t� N ao the rat g 1 9 BSMT BASEMENT FP FIREPLACE 4.3. BOTTOM CHORD LIVE LOAD. o a ri eo c" 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. O.C. ON CENTER T & G TONGUE AND GROVE R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O" and doubled over 4'-0" unless otherwise noted on plan. �•• CENTER LINE F.R. FIRE RATED 4.4. BOTTOM CHORD DEAD LOAD. Connect with tecos for header joist spans of 6'-0" and greater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR TGS TOP OF GRADE SLAB 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 1 P not be required for continuous) welded joints and seams, and locking-type oints and seams of other than the snap-lock lock and FTM FRAME TRN TOP OF FOUNDATION WALL R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free q Y 11 P- C.J. CONTROL JOINT OPNG. OPENING 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. FT. FOOT / FEET TYP TYPICAL flow of air. Not less than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of button-lock types. COL COLUMN FTG FOOTING T TREAD OPT. OPTIONAL 6. EACH REACTION FORCE AND DIRECTION. 7. JOINT CONNECTOR TYPE AND DESCRIPTION N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage: CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR the vent. GA• GAUGE TR TOWEL ROD N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) COND. CONDITION OZ. OUNCE TRPL TRIPLE EXCEPT WHERE SYMMETRICALLY Section R807 Attic Access or below 55'F 13'C shall be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizin and efficiency rating Mandato CONT. CONTINUOUS GALV• GALVANIZED LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ( ) ( ) g y g ( ry). 1/R ONE ROD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. G.C. GENERAL CONTRACTOR "in or roof construction shall have an attic access opening to attic areas that have a Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION 1/S ONE SHELF U.N.O. UNLESS NOTED OTHERWISE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible cell) g P 9 GEN. GENERAL with ACOA Manual J or other calculated in accordance with ACOA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK PC 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall GYP. GYPSUM POURED CONCRETE z Z Z Z Z Z be measured from the top of the ceiling frcrning members to the underside of the roof framing members. methodologies. C.O. CASED OPENING VERT. VERTICAL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. PBD. PARTICLE BOARD o 0 0 0 0 0 GLUE LAM VERIFY IN FIELD The rough-framed opening shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER G.L. PL. PLATE V.I.F. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. U55 65 U5 cn cn V5 9 P g y ( y ) International Mechanical Code as amended), the 2015 International Residential Code as amended), or the New York Cit C.T. CERAMIC TILE HGT. HEIGHT W WASHER G � � Z � Z hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 ( ) ( } y PML. PANEL Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have CLG, CEILING HDWR. HARDWARE DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING W � � a W W PWD. D W WITH inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the PP PP C.M. CROWN MOULD HORZ. HORIZONTAL.,HORIZONTALLY PLYWOOD WOOD ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL automatic or gravity dampers that close when the ventilation system is not operating. WD DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR (MEMBRANE ABOVE AND A CEILING HD.WD. PF. PREFABRICATED attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing C.R. CHAIR RAIL HARDWOOD PR. PAIR W.W.F. WELDED WIRE FABRIC MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: m members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. HR. HOUR WALKOUT Section N1104 (R404) Electrical Power and Lighting Systems D DRYER HDR. HEADER PROD. PROJECT / PROJECTED WO OR W/0 FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPEOP N-WFR OR PERFORATED MEMBERS N PENNY WNDW WINDOW MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1 2 INCH GYPSUM BOARD, 3 8 INCH WOOD STRUCTURAL PANELS. o Section R902 Fire Classification N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only HB HOSE BIB PSI POUNDS PER SQ. IN. / / $2 DBL DOUBLE PSF POUNDS PER SQ.FT. R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C high-efficacy lamps. DIA. DIAMETER I.D. INSIDE DIAMETER TYPICAL ROOF & FLOOR TRUSS NOTES: roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 DIR. DIRECTION INGR. IN GROUND P.T. PRESSURE TREATED feet (914 mm) from a lot line. Class A. B and C roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access DN DOWN INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and DR. DOOR INT. INTERIOR REF. REFQER TD METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the DW DISH WASHER I.S. INSIDE CORNER RMS. ROOMS 0 REFERENCE * REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. Z W shall be tested, listed and identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide DWG. DRAWING JT. JOINT REINF. REINFORCING,REINFORCED TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID LLI system shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 (762 mm by 762 mm) shall be provided in front of the control side to serviceFIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS.an appliance. KSI ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS � v co KIPS PER SQUARE INCH * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER D_ feet (914 mm) from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN Q O m R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and J DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS �J o wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE W H R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONNECTED WOOD TRUSSES. W w front of fascia, min 4 typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at than 18 inches (457 mm) above the floor in garages. * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A ❑ ll,_4 U o temperatures of 40 degrees Fahrenheit or higher. Ice protection requirements per table R301.2(1). Install ice & water M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for REGISTERED DESIGN PROFESSIONAL. Z shield at all eaves, gable ends, hips & valleys. On roofs slopes less than 4:12, entire roof to receive ice & water every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system GRAPHIC SYMB0LS * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS (' shield. shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. m R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal 2:12 or greater. For roof section M1506. W9 o p p 9 Y P ( ) 9 ® STRUCTURAL CALC. REFERENCE WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: ❑ r T'1 z Cn slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double DET - All general notes unless otherwise noted on plans or product specifications. F+1 < underloyment application is required in accordance with Section R905.1.1. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping DETAIL REFERENCE a SHT - All applicable state & local codes, ordinances and regulations if any. ❑ � R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 is located less than 1 '/Z inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be " FLOOR FINISH CHANGE 9 9Y. P 9 9 PP 9 - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend w = Cn penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes - compliance with manufacturers specifications and / or recommendations. W ( �'J 0 bottom track, to late or to track, the shield plates shall cover the framing member and extend not General contractors and subcontractors to review these construction documents upon receipt from architect I-• V co less than *h inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. through is a bottom plate, p p p p g O DOOR / HARDWARE TYPE � R 905.2.8.3 sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DET DET and report any and all discrepancies including any dimensional conflicts, immediately to architect for inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member. - - - BUILDING SECTION corrective measures prior to construction. Z m or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches SHT SHT - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. ; the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. # PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. Z o o 6 provided on the vertical sidewall, the base flashingshall be provided in accordance with this section and counterflashing shall be G2427.8 A mechanical draft ventingsystem, excludingdirect vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the provided in accordance with Section R703.7.2.2. from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper . R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be located not less than 12 inches above finished ground level. adjustment before proceeding with the work. 0 4, overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 14 inch (6.4 mm) below the roof sheathing The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their (.) E ��q and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per construction shall be of the some character as for similar conditions that are shown or noted elsewhere on RO ER;- �� �� deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed hour shall be installed with a 9 inch vent termination clearance. the construction document set. \?11 �� over the drip edge along eaves and under the drip edge along rake edges. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches - �� m i - All work is to be performed in a professional manner and in accordance with best practice and consistent R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 from any air opening into the building. �'o= " �; z � and 4 of this code. with manufacturer's and suppliers recommended installation procedures. I � - The architect has not been retained to perform framing inspections and / or field inspection. The architect 1' R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less Section G2439 (614) Clothes Dryer Exhaust :I- is therefore not responsible for an and all conflicts including weatherazation, water proofing and framing \ 11.'�, "�1 �� than 3 feet above the highest point where the chimney passes through the roof. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems P y g P g g o I r. shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the with respect to the construction documents. ❑ O 23810 Section R1004 Factory-Built Fireplaces building. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER �n/C Y�� ~ R 1004.1 Facto built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 ("REGULATIONS , 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE �.....)/�l.• Factory P A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING built fireplaces shall be tested in accordance with UL 127. for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the JOB NUMBER R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace manufacturer's instructions. UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. system has been specifically tested, listed and labeled for such use in accordance with UL 127. 2 0 1 6 0 2 3 R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings �T is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric UNITS 11 3 (MODEL Al ) t.J� W material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving Q SHEET NUMBER Energy Efficiency as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal = N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cross-sectional area of one pipe size smaller. IL cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 11112) throughout Al ) the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 114 M .l Q numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam U) T2 thickness and installed R-value shall be listed on certification provided by the insulation installer. Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT A1I6NED WITH RAFTER, H O5-w X 24"MIN. CONNECT KING STUDS TO TOP PLATE ATTACH TO F,titt PAR ROOF FRAMING WRAP 1-1/4'X22 6A.6ALV.COIL STRAP 2x4 OR 2x6 Z 05-40 X 24"MIN OF OPP05N6 RAVERS OVER TOP OF TOP PLATE AND NAIL W ATTAOH TO EAOH PAR 2x AGQ LEDGER W/2-3/5"x5' LAG, CRIPPLE 51005 o OF OPP09 NG,IRRMI;;5 ROOF RAFTER, " DBL TOP PLATE Ib'O.G. = V ROGF SW BOLTS® 16 OG INTO 51005 (� `i AN SEE PLAN 2X BLOGKIN6 O � 16 A 5 e E STRONG-TIE Z V r o A35• EVERY RR AT 2 END BAYS 2X4 STUD WALL OR 5M'SON STRAWS 5Ma50N STRONb CEILING J015T OR s�AeLEST O -TE ft>,5 . -- TRUSS BOTTOM CHORD 51MP50N H2 CONNECTOR®FA ` SIMPSON STRONG-TIE N2 80 NAILS SIMPSON STRONG-TIE z1. � .�..� � V1 � c�i 8d NAILS FM 5TRAP5%L UE ATr&"TO W41 PAR OF OPP051%RAFTM. ALTERNATE TO R106E STRAP, H3 a EVERY RR RAFTER TO STUD AND KINGS = �J U C N� 4 TYP. 1--7 RD6E STRAPS ARE NIOr WHEN CAIAR TES 0^- PROVIDE 2X4 COLLAR TIE AT NOMNAL VA OR 4X4 UNMR ARE L06ATEP IN THE LH�6t THIRD Of THE UPPER THIRD OF THE ATTIC SPACE FOR USE Wf1 gjTtV AND U5E IN 0"NATION ONLY WHEN STUDS AND W/410d AT EACH RAFTEW GS-22 STRAP AT W rn cv `RAlFTEP ALIGN RAFTERS DO NOT ALIGN ATTIC SPADE AAD ATTAG#tY TO EAfH t PAR GF RAFTERS W/4�Od MALS EACH STUD,SEE U) -� ayi Z - tn L5U26 FOR 2x6 L.5U28 FOR 2x8,2xIO,OR 2x12 DETAIL 4 Z �' O L W f>),o M Q c m FRAMED 6 = ti �' Co WI OR ❑ 0 M IDOE STRAP DETAIL / RID 67E STRAP DETAIL 51MP50N STRONG-TIE 2x4 OR 2xb DooR � (POR CATH.GL6S NNECTORS 0 MATEAT T DOLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) L.U2b ® EVERY GJ 51005® IG,'O.G. 2 2x AC-0 LEDGER W/3/8"x5"LA& NO SPECIAL FT a • N.TS. // `� N.TS. LOCATE AT EVERY RAFTER BOLT 0 16"OC INTO STUDS STRAPPING TO BE I-I/40X22 6A. I� AREA F- � 5hP5GN STIP SW-SONLITS STRONK� / 6ALV.,SEE DETAIL 4101.ALL STRAPPING 5TE W OR RRHO EDN I 9 s IOD MAY IT IkFD r APPLED / PORGH ROOF GABLE END WALL TO BEAR A MIN.OF 10'ON 11ZAMIN6. ��� �1� �THIND��� // DEAIL AT ATTIC 8D NAILS IYP. Hoa usE WM y,�,V USE IN 6"NAT10N ONLY H-EN STUDS no DETAIL I L �RAFrERS AL167H 1 ODiTs." Z SRN-'fgJ2S DO NOT ALIGN STRAPPING TO RUN ONTO RIM J015T,SEE F, DETAIL WI(ONE STORY)OR ONTO STUD V ROOF RAFTER HURR I DANE TIES \\ AT WALL BF1ow(Two STORY) 1 N.TS. LOCATED AT EVBRY ROOF RAFTER \ E-• ATT I G S o T-RAPP I NO DETAIL I L ' %F66N POS W rte, �2 FOR FRAME GONNEGTI ONS o /� ' M E66g5-�4 AT M DI N.TS. W LJ J _2ND L_O 5 F (X)2x PROVIDE 3"X31{6"X3"WA5HER PLATE AT ALL ANCHOR BOLTS 4-I6d FACE NAILS FROMMST64W OR Z T BY D SILL PLATES. KIN&STUD INTO HEADER ❑ Qji V J / COLUMN P05T TOP ANGHOR � MP ON PABOR56 ANCHOR BOLTS MAY BE USED IN LIEU OF 1--""I START MALS THREADED ROD W/WASHER PLATE. W !3D LENGTH N.TS. LOCATE AT EVERY COLI.MW 61RDER CONNECTION H/4"UP fROM PROVIDE 3'X6'X036'6ALV.STEEL PLATE W/ EW OF 6u b-8D NAILS AT CORNERS AND INTERSECTING, (4)MALS MN N MALS WALLS. 3'X12"X.036'6ALV.STEELPLATE WV 11•"LENGTH(IYP� 1 T � �p 12-80 NAILS AT AT BUTT JOINTS IN STRAIGHT 51MPr"LSTAI2 STRAP W GLEHt�� I -r WALLS WERE PERE SINGLE PLATE OR WADER 5-I00 NAILS EACH END AT � r 2x6 KING STUDS NON). EACH JACK STUD l ONE AT SPANS IUP TO 6 FEET OUT LBN6TN ` I I c, 24 MINIMUM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET 5/8"� A301 ROD THREADED 6'BOTH ENDS. THREE FOR SPANS 12 TO Ib FEET 2X6 JACK STUDS ND N� O P15T# M F 7/ PRE-GENT 3/4'AND 1"ROD AT 51MP50N STEEL 5TRON6 WALL,SEE PLANS 12-160 MIN.NAILS ONE AT SPANS<b' ^ w BOTTOM 7A� THREE AT SPANS>12' ��,LygH.l IST �I OOp SLS AT ALL SPLICES TWO AT SPANS FROM 6'TO 12' W p'MN � FLOOR SIMPSON P05T BASE iv U) (�)MALS MN W I ABU44 OR ABUbb,SEE PLAN 2"X3/8'X3"WASHER PL W/NUT EACH 5117E !UNLESS NOTED OTHERWISE ON PLAN Q �+ GS-22 COIL STRAP I UPPER STORY 5HEAR r UMTH I 1 - HALL TO GIRDER m -- BELOH GONNEGTION ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR MALL ❑ W FLOOR TO FLOOR TIES 1 l J HDU HOLD-DOWN5 AND 5TRON0 O FOR 5ET BAGK HALLS WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION 4 N.TS. LOCATED AT EVERY STUD i \\ FOUNDATION V2'0 HHoo��ANCHOR BOLT NSI I3 MININtM EMBEDMENT OR EXPANSION NOTE \ BOLT W/5'MINIMUM EMBEDMENT N.T.S. N.TS. (" N.TS. 16 N.TS. COL STRAN,�SHEATHIIN6 PROVIDE:bd CGtJ9N(0.151 x 25'LONG)MALS. OOL 5TW S M OUTH M PROVIDE:10d GAMMON(0151 x V L M)NAILS. I \ I \\\ 6 GOLUMN P05T BOTTOM ANGHOR Q \ N•T5• LOCATE AT EVERY c,OLL)MW ORDER COMEGTION R",M Wow ALLOWABLE HOLES - To PUT Way A% BD NAIL®6"OIG AT ALL PAW1 EDGES 160 NAIL®24"0/G F- U \ H�°MNWLSTM►� 160NAILa2410/G LVL Headers and Beams AS H�WrcM P HIP HIP RAFTER, 05B OR PLYWOOD W IW RNTIR SIMP50GORNER TIE SEE PLAN INTERIOR SHEATHING 1.3E TimberStrand® a ddrollarr� LVL (4)WALS MIN N NOTE,WHERE 24'WIDE MINIMUM FLU HE16HT ( 12 LENGTH(IYP) LSL hole zone Parallam®PSL x diameter of the Y depth C) KAU RETURN 6 PROVIDED AT ENDS OF hole zo largest:hole(minimum) O BRACED WALL LINE THE b"HOLD"MAY 1 I' � BE ELIMINATED. PROVIDE TWO(ONE AT EACH �4,I�HI Y NAIL SIM CS-22 STRAPS PER DETAIL 4 IN LEU OF I NAIL SHEATHING TO IMP50N BP WASHER TIC Ir1N6TH1 Q,IN) `.j o o AT ALL 61 /6 INTERIOR d - - L5TA36 STRAPS SHHOWN IN THE DETAIL 1 SILL PLATE W/8d IX AGQ SILL PLATE. DOABLE - - - T ° I NAILS 0 4'O/G 51L1 AT fl1LL BASEh1EM5 ° �� 6YP511M BOARD ° J 7'MINIMUM I r5/8 DIA STEEL ANCHOR ---- - SD NAIL a 12'0/G AT ALL EMBEDMENT BOLTS MAX 2'-8'OC- GS-22 COIL STRAP &K 9W T FAFM MEMBERS NOT AT PANEL ED6E5 EXTEND BOLTS MIN.T INTO _ Micraralla LVL and FDN.WITH T16HTENED NUT t team. allowed hole zone 3'x 3'WASHER TO EACH BOLT. �)1 x 6� middle Y3 span PROVIDE TERMITE SHIELD SILL 5M°50N LTP4 PUTS VALID TO ,R1 STRAP 15/32"05B OR LSTA36 IN lo-lod NAILS •4 GONTINIKJIIS BAR SEAL AND MAINTAIN 8'MIN �PLATE RM AMD SILL PLATE A li 0/O AT M R f TIR MM IN51DE CORNER OUT5IDEGORNER LOCATED 2'To b• PLYWOOD SHEATHING INTO 5100 ABODE AND FROM WD TO FINISHED GRADE wueA JW KBWTs. d 1.3E TimberStrand® LSL allowed holle zone d r.- BELOW ` BELOW l2 EACH CORNER) FROM TOP of WALL NTL AS RR TAINE 5.T WPCM PLAN VIEW PLAN VIEW _ Tall=29808 COLS' EX General Notes N N M N eq SEE FOUNDATION PLAN COIL STRAPS uHDBz SHEATHING PROVIDE Sd COMMON(0.131 x 25'LONG)NAILS.COIL L T " ~ T OR l��1f�-+� �/��� � r N C7 Co N STRAPS OVER SHEATHING PROVIDE.IOd COMMON(0.131 x 3'L.ON6)NAILS. EXTERIOR I� HALL\LL TOP C�/Tf�7- �iaf-f G/�r]t\IGi� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformlyi loaded L_X I J_I� 0R L/I�I�ER DEPTH HOLE SIZE headers and beams only. LAY-OBER OR FALSE GALLEY PLATE HIP GONNEGTI ON nd STORY CORNER GONNEGTOR5 TYPIGAL ANGHOR BOLT 5TUD TO RIM J015T TO SILL PLATE 5TRAPPINO DETAIL WALL ERAMINO 5Y2 • Noholesiesanil p, 5�" 1%4' • No holes in cantilevers. N.TS. IAGATB2 AT EVERY CORNER 8 N.TS. LOCATION A5 NOTB2 a N.TS. LOCATE AT EVERY 5Ti1D N.TS. I� KTs. O�N S. N.TS. 7Ya°to 20" 2" • No holes in headers or beams in plank o rientation. See illustration for Allowed Hole Zone DO NOT cut notch or drill holes in headers except as indicated An illustrations and tables. Z Z Z Z Z Z A MINIMUM OF TWO BRACED WALL LINES(BHU ARE REQUIRED IN EACH DIRECTION OF A 6UILDIN6. BWL'S SHALL NOT BE SPACED vmfw 6rRAP MD WALL SNEAT11N6 (1 EXiE1M STRAP AND WILL c�mNy n O O_ O O_ O_ O MORE THAN 60 FT APART. WALLS WITHIN A BHNL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BHL. BHL LOCATIONS ARE TO TOP OP POM(WALL F IUB��1 I TO TOP OF PONT'WNL. F I1SED I I u> u> cn a5 INDICATED ON FLOOR PLANS NOTE. � - ��I Z � w 2 FT MAX PONY WALL MAY BE 1 1 2 FT MAX PONY WALL MAY BE 6MP50N PrM HiG P MN AT 66-W DR V A BRACED WALL PANEL(BHP)SHALL M61N WITHIN 10 FEET OF EACH END OF A BWL. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WALL F1•D PANELS M 4 MU AS�W ED&E5 OF BHP5 SHALL NOT BE&RAATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BHP ON EACH BWL EXCEPT AT r ®I AT WAaP WW1.PETALS G MD R WALLS< 16 FEET LONG MAY HAVE ONE 48'OR LON6ER BHP. BH P5 ARE TYPICALLY GS-H5P SHEATHED BRACED HALL PANELS ® (TYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPES A 3 U2'WIDE LVL HfAD6t(SEE E'l AW N b♦GD MALS AT DTnZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. GONf1H1J0Ur TO OUTSIDE OF PAt�iLO ® BHP TYPE5 ARE INDICATED ON FLOOR PLANS. cv ® 3/8'0 THEE ADHD ROD z Z ® G5+6P CONTINUOUSLY SHEATHED BRACED HALL PANE-5(TYPE A)5HALL MEET NOTE,WF03<E 24'WIDE MINIMUM RLI HEIGHT THE MINIMUM LENGTH REQUIREMENTS OF TABLE Rb02.10.5. NAIL NG,"MINIMUM HALL CONTINUOUS IIV4 MIN DEEP HEADER TO CONTINUOUS IIV4"MIN DEEP HEADER TO WALL RETURN B PROVIDED AT ENDS OF 5HEATHIN6 WITH Sd NAILS 0 6"0/0(IES)AND 12"0/0(FIELD)AND PROVIDE 2X OUT5IDE KIN&STIR(5m T'LIaW OUTSIDE KING STUD(SIE PLAN PANS�6E C54-6P BRAC4V WALL LINE THE 8001 BLOCKING AT ALL UNSUPPORTED PANEL EDGES. PROVIDE 800 POUND HOLDOWN FASTEN J'5HEATHIN6 To HEADER WA FASTEN i'5HEATHIN6 TO HEADER WY Z KXDOWN MAY 13E ELIMINATED. PER DETAIL 19 OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE a 8D NAILS a 3'O/G IN EACH DIRECTION a BD NAILS 0 3'O/G IN EACH DIRECTION WALL MIN PANEL W EITHER A 24'MINIMUM FULL HEIGHT WALL RETURN OR A 48"MINIMUM BHP. w SIM1P`5ON LSTA24 STRAP ON BOTH SIDES AND ILLI SIMPSON LSTA24 STRAP ON UNSHEATHED HEIGHT�T) HIDTH TRIM TOP OF PANEL AS REQ'D 2 [--� CD TABLE 8.602.105 MINIMUM LENGTH REQUIREMENTS OF C5-W5P EACH OF HEADER TO JACK STUD WU 16-100 NAILS FACE YV 16-M NAILS 8 38' 6-V4'SDS SGRENS Q W pp GG ZZ is CONTINUOL%Y SHEATHED BRACED WALL PANELS = FASTEN TOP PLATE TO WAD6t Wr 2 f- FASTEN TOP PLATE TO HEADER WV 2 9 WALL AJAGENT CLEAR MINIMUM LENGTH OF ROWS OF Ibd NAILS a 3'O/G z 1L ROWS OF Ibd NAILS a 310/6 �OO 10 34' PORTAL STRAPS I/2'FROM AXE ON W Q W HEIGHT(FT) OPN6 HE16HT BRACED WALL PANEL O � O (2)JACK STUDS MIN.OR PER PLAN U II 38� BOTH SIDES(4 STRAPS P92 PANE.) > W � �51MPr�ON CM COUPLER NUT <64' 24' (2)JACK STUDS MIN OR PER PIAN O 12 42 W 8 64'TO 80' 32' ~ BLOCKING,AT PANEL E VCE5 ~ E3LQGKIM6 AT PANEL l�GES SIMP`50N 5,158 5TRON64-WI SB Z O O H3LAGKIFN6 AT PANEL EDGES 0 80"TO 96" 36'* M- PANEL SHALL HHAVE A LENGTH"OF NOT PANEL,VERIFY PANE 15 PLUME (' <64' Zl' 6YPSUM BOARD '6B'BRACED HALL PANEL5!TYPE B)SHALL BE PANEL SHALL HAVE A LENGTH'L OF Nlor tX LES THAN 16'FOR ONE STORY AND 24'FOR W 3/8'0 ANCHOR 130LT OR ( LESS THAN I6'FOR 8 FT KAU,18'FOR 9 (/) �� " 4$'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE v O FIRST FLOOR OF TWO STORY APPLICATION X� HIOTE:DETAIL APPLIES TO • ADHESIVE ANCHOR 9 64 TO 80 30 O FT WALL,AAD 20'FOR A 10 FT WALL SEE O W ^ z 80"TO 96" 41' R602.10.5. 5EGURE)5"6YP5UM BOARD WITH 6d COOLER NAILS, J PI AN FOR ACTUAL LENGTH. SEE PLAN FOR ACTUAL LENGTH. BOTH ENDS OF HEADER Q II <64" 30" 0915"X IYc"6YPSUM BD NAIL5,OR.098'X 1%"ANNULAR RINGED E WIDTH TO HEIGHT ENOT151oN5 ARE IF WIDTH TO H 56K DIMENSIONS ARE co IO b4'TO 80' 30' NAILS®l'O/G(EDGES)AND?"O/G(FELD). BLOGKIN6 15 NOT EXCEEDED THEN DETAIL T`TO BE LSED. H7rC THEN DETAIL'F'TO BE USED. w El REQUIRED AT UNSUPPORTED PANEL EP&E5 WHEN PANELS ARE 80"TO 96" 38' � �� IF�CONTINUOUS H 15 USED OvBt ' Partial credit for els 36"to 48"wide r 8602.1052 INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRUSS OR FML pan pc HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. BOTH OPENINI65 THEN MIDDLE WNL TYPI GAL HOEDOWN DETAIL AT ONE JACK AND KING 51005 ONE JACK AND KING STUDS BRACING 15 NOT REQb 'L°or >12 To CONTINUOUSLY SHEATHED WOOD FASTEN 7116'SHEATHING TO EACH STUD H- FASTEN VI6'SHEATHING TO EACH 5TUD TWO KING,STw-, FRAMED L00 : A STUCTURAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" - TYPE B AND SILL WY8DGorMONNAILS.3' ll AND WrrBDGorIaoNNAILSe3• Z O O FASTEN 7116'SFEATHINY TO STUD Z m NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - AND SILL WA 8d NAILS e 4 O/C �} PORTAL DETAIL"G ONLY APPLIES SIMPr50N HDU5 HOLD"W/14-1/4505 51MF'SON WID HOLD"WU 6-1/4' Z � � Q TO 2 FT TO 18 FT WIDE OPENINGS. SCREWS IN DOLOLE END STUD 505 5GR8^l5 IF NO FLOOR ABOVE. Ur TABLE 602.10.3(0 BRAGING REQUIREMENT5 BASED ON 14OMPH TABLE 602.103(2)WIND ADJUSTMENT TO HDU4 � 10 ABM, PANe TO SIT DIRECTLY ON TOP OF WIND SPEED,EXP05L RE B,30 FT MEAN,ROOF HEI6HHT,10 FOOT REQUIRED LENGTH OF HALL BRAGIN6. 2-1/2'0 ANCHOR BOLT OR EXPANSION SCREWS IF FLOOR ABOVE. CONCRETE FOUNDATION WAND W simi, N DTT1Z haPONIN AT O5-WSP WAaP HALL HEIeW5,AND 2 BRACED HALL LINES BOLT WITH 2'xYx'(d'PL WASHER 1/2'0 ANCHOR OR EXPANSION BOLT .......... ADJUSTMENT STORY CONDITION ADJUSTMENT D BGG 9 WALL QED PANELS(T`/PF A)HDU AS REMU BASED ON 5UPPORTIN6 FACTOR OVER DONT #4 BAR CONT IN TOP OF CONCRETE 2-1/2'0 ANCHOR OR EXPANSION BOLT � FOUNDATION FOUNDATION 2 G STORY $WL SPACING 5HEATHIN6 EXPOSURE CATE-60RY ONE STORY G 1.2 FOUNDATION TE ®I AT DRII!®WALL PETALS G AHD D. CONCRETE =4 BAR GOVT IN TOP OF GONGRETE2 U C m S-IOD MALS AT DTTIZ , EXPOSURE CATEC70RY ONE STORY D 15 FOCPO5URE CATE-60RY TWO STORY G 13 Q 9y z m CONT IN TOP AND BOTTOM m TOP 10 2S 5.51PAElS-18 ANGHHOR BOLT OR 3'e THREADED �SOF CONCRETE FOUNDATION 51N4".�ON 58'1/8X24 OR PAEs7-18 ANCHOR ROD IN WL45HI R PLATE,SEE DETAIL 15MI PABS IB ANGHIOR BOLT OR s/e THIREADED •(/ TOP 20' 5.0' 10.0' EXPOSURE CATEGORY TWO STORY D Ib EXTEND WALL SFEATHIN6 OVER RIM JOIST BOLT OR'Y&"THREADED DETAIL TZ50i =', < OVER ROD WA WASHER PLATE,SEE DETAIL BA7I m ROOF SAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL_EDGE ^�- TOP 3O' T.O' 145' FRAMED HALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENINGS. U) 023 T I ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL.HAS CONTRIBUTING,LENGTH OF 48'TOWARDS RbO2.10-%)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOM APPLICATION ONLY.PANEL HAS SIMPSON ZTRON&HNAdl(REQUIRES ENGINEERED DESIGN TO ❑ U O�� TOP 40' CID, 18.5' ROOF HAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REGIUIREL�NT5 FOR BRACED HALL PANELS AT BRACED WALL LINES. MWD.TO BE C.ONTRIaMN&LEN"OF 48'TOWARDS R602.103(U MINIMUM LBJ6TN TO vE18RMINE PANS SIZE AND AHHGHHOR BOLTS FOR �. ,V ROOF EAVE TO R106E ROOF+I FLOOR 20 FT 1.3 WEIR ON FIRST FROOR APPLJGAM ONLY. REGUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. ACTUAL HORIZONTAL PB16H WIND LOAD AND CONDITION FWI�- TOP 50 11.0123.0 ROOF HAVE TO RID6E ROOF+2 FLOOR 15 FT 1.1 ................................................ ROOF EAVE TO R106E ROOF+2 FLOOR 20 FT NP SIMPSON STRONG WALL JOB NUMBER TOP 60' 130' ��' HALL HEI&HHT ANY STORY 8 FT 0.9 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "AEW" 3/8'0 ANCHOR BOLT OR , HALL HEIGHT ANY STORY 9 FT OA5 ADHESIVE ANCHOR BorroM of 2 io 5.0 105 HALL HEIGHT ANY STORY NFT 105 C FRAME "CS-PF" DETAIL - TYPE C D "PTH" DETAIL - TYPED DETAIL - TYPE E (E�D�ETIL�- TYP�EFGI� LJ0 60LJ3 BOTTOM OF 2 20' Q.0' 19.0' WALL HEIGHT ANY STORY 12 FT ICI;•;, �. .; NOT TO SCALE PER FIGURE 8602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1METHOD W o' hoed; NUMBER OF BNL PER PLAN DIRECTION AT STORY 3 13 fA SHEET NUMBER BOTTOM OF 2 30 13.0 21S HHUR OF E WL PER PLAN DIRECTION AT STORY 4 1.45 Q NUMBB2 OF BPI.PER PLAN DIRECTION AT STORY 5 OR MORE Ib a B0TTOMOF2 11.0 21 BRACED WALL PANEL DETAILS GYP BD FINISH OMITS D FROM INSIDE FACE OF BHP 1.4 Z HOLDOI�IN DE=TAIL AT SLAB BOjjOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-WSP ONLY O UNITS113 �- 114 MODEL A1BOTTOM OF 2 60' 25.0' 52,5' IEp NOT T SCALE Al )A I & APPLIES TO METHOD 6B ONLY ) U)W D COPYRIGHT GRCH ARCHITECTURIE P.C. 2017: ALL RIGHTS RESERVED Z c , W �°�I E �• F o U GGNf.1x4"ELOGKN6 TYP.EXTERIGR WNL Q 0 5 1x4' FAD 50NTff 4 4 ZO W N cin b L 4 = ■P-.q U C N C1 RID6E5 TO AL164 M06ES TO AU6N (2)1 tXa 1 1 MaELOH K �VTLbixix8 cc '+_" 0 N� RIDGE VENT RIDGE VENT by'1 MON'OR F4X coZ V d S i i (xg•TRM " cn'v M TYPICAL ROOFING O wco ARGHIII GTURAL SFIIN6LE5 IYPIGAL ROOFING, (xi'FASCIA = M co ti I5#FELT UNDERLAYI4ENT ARGHITEGTURAL 5HIN6LE5 15#FELT IINDERLAYME NT I/2�R �5i EI4TliVJ6 V I/2 PLYWOOD SHEATHING 6'AZEK TRIM 6'AZEK TRIM 1/2'PLYWOOD 5HEATHIN6 ra"TRN rr�nn ce)_ I V 12 A1.112 �• 8• a 12 �— 12 12 DENfIL BLOCK ODTLB6xbx8 DEN11L Bl OGK DTI BbxbxB 12 12 BY fYPON'OR EQUAL W'FYPOM OR EQUAL D( b'AZEK TRIM u, 12 12, 6'b'AZI TRIM GABLE END DETAIL r, OH. OH. tDy12 AI -r IN 8'AZEK RAKE BD PU m r ` 6'AZ13C TKIM �.�. I'x 8'AZJ RAKE BD W/ f N.T.S. z �^ IN 3'AZEK TRIM(TYP) 121_1 LLJ IN 3'AZEK TRIM(IYP1 ^ O FTI 12 b b•BLIND FLASHING ROOF BREAK RAF BREAK 2 .T j FTI b'BLIND FLA5FNN6 I L b'HIGH BLIND U FLASHING STANDING SEAM ROOF STANDINS SEAM METAL F - IxB FASGA BD. _ METAL ROOF I 141 0111�b 11 111 1 EZTN BEDROOM#2 PL HT 6 BLID ALIGN 8'AZEK ALIGN b'BIND BEDROOM#Z PL MT -0, I'-0•�{o FLA5HIN6"�'�FA5GIA5 FT2IEZEBD. FA%IAS— —` A&4 N6 0 0. 0 OH. OI{.�.i�r = �• OD. 11 If If ILL IIIIIII Ill 1_1 J > I I I z 5= I'X8'AZEK i I rs � I® ® ® , I'Xb'AZEK � ❑ Q � TRIM BD 4 Q ® OVER 61RDER 17 Ll I Q Q I 4 TRIM 61 Q m 4 J FIN. IST FLOOR I FIN 15T FI 6 11P r IST1H I 1 11 PIN. IST FLOOR �J 10"SQUARE HBt6 PERMA CAST I Bxb P.T. P05r WITH SIIMPW R t I I I I I I BG523/6 POST GAP AW"R t I 10'SWARE FBt6 PERMA GA5T I OCOLLI FLAT C P 4 BA E SQUARE 51MP"AN66 POST BASE 51MP50N ABUbb POST BASE FLATCOLN P 4 BA 15 SQUARE I FLAT GAP t BASE(OR EQUAu I I I I I I I I FLAT CAP t BASE(OR EQUAL) I W w Cr'rP-ALL COLUMNS) (TYP-ALL COLUMNS) IPROV DW W 5�PLIT KITTO S I I I I I I I I GOD GOLD T KIT I u) I I I I I I I I I I ❑ 0 UNlFIN.BSMTFLOOR_ - - OL — - - - - - - - - - - - - - - - - - - - -- - - - L - - - - - - - - - - — — — — — — — — — — - - - - - - - - - -y - - - - - - - - -- - - - - - - - - - - - - - - = - - - _ - - - - _ - - - _IR�INBSMTfL00R - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - r U FRONT ELEVATION FRONT ELEVATION 3 = I-0 1 3 b = I-0 u) UNIT 114 ` UNIT 113 z U MODEL Al (HOLLY) MODEL Al (HOLLY) " 0 t Q RIDOE5 TO ALIGN RIID6E5 TO AL16H Q RIDGE VENT ry RIDGE VENT N N � N 00 � �- N M coOD fV 12 12 t 135 12 12 t p5 BEYOND t 13.5 =135 I 12 AI.I ,2 0 0 0 0 0 0 12r 12 12 � 12OF i 5 5 5 > 5 5 IN5TALL ICE!WATER SHIED OH. oH. I2 OH. oF1 INSTALL ICE t WATER SHIELD PER MANUFACTURERS 12 � 12 12 � 12 PER KWAGTURER5 5P6GIFIGATTON5 TO MAINTAIN 12 12 5PEGIFICATION5 TO MAINTAIN coo PRODUCT WARRANTY Uc8 FASUA�. PRODUCT WARRANTY N �n t� o _ b'BLIND—i-r 8 AZLK 6'BLIND N APPLY ICE!WA1ER SHIELD IN FAIR APPLY ICE!WATER SHIED IN FAIR LA5HIN6-�—� -FLA.51­11 WEATHER WHEN THE AIR ROOF DECK AND WEATHER WHEN 111E AIR ROOF DECK AND ARE AT T EMPERATURE5 OF 40'F MEMBRANE ARE AT TEMPERATURES OF 40'F (5'C)OR HI6HER. (5'6)OR N6HER BRKFST PL HT — — — — — ST12 BDRM M51 R BDRM — — — — — — BRKFST PL HT Z 1'O' P-0• — PL HTf PL HT _ttl — I,-0. W r^ OK II o' I'6' _..........._..._....... OH c0 ORum urr OH OH. EllOH. � } EXTERIOR WALL EXTERIOR WAI m TYVLY OR EQUAL SIDING -SOFFIT IO-0H. �-0H. -_- -- `SIT -TYVEX OR EQUSH�IN6LP SIDING w O w -l/I6'OSB SHEATH" FF1 PH ® ® _ 5 1 = ® ® iH - w �� U H -2x6 WOOD 51UJ5 016'OL. �' �' j �_ 2x6 WOOD STUDS 0 16'OL. = Q -6'R-21 BATTS (1 Lu Q (� (1 "� -6'R-2I BA7T51HIN6 Q r U Q 1 I - © I N T T N 111 � - Q 4 z — _ v o L KAU 0 Li 6ARA6E `T I w Z BEYOND. E1 L FIN. IST FLOOR IN. IST FIN. IS I FIN. IST FLOOR ❑ F r 1 2020 F+y w — ELEV= O'-0" EL.EV-37' VENTING SYSTEM 4TERMINATION,LOGATION: cn U bxb P.T.POST WITH SIMPSON — — I ff= l=_= —Il I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN LU U bxb P.T.P05T WITH 51MPSON BG523/6 POST GAP ANCHOR t I I IO SQUARE HBt6 PELMA CAST I I Ix4 AZEK TRIM III I p I III I III 10 SQUARE F�t6 PERMA CAST Ir�vr of lo,000 BTU PER HOUR(3KWl OR LE56 SHALL BE I I Ix4 Azl3;TRIM I I I I BG523/b POST GAP AWAM t I G-1"*46382 W/SQUARE COL"III W/SQUARE LOCATED AT LEAST O FROM ANT'AIR OP8HIN6 INTO A 51MP50N ABW6 POST BASE III I U I III I III 5111P�,ON ABUfib POST BASE (TM-ALL COLUMNS) I I FLAT GAP t BASE(OR EQUAL) I I ( I I II I III I I ( I I III I III I I I FLAT GAP t BASE(OR EQUAU I I LtYP-ALL 001LI I i 13TU FE 6,AND SUCH AN APPLIANCE WITH AN PER SH L Goo z m BTU PER DOUR BUT NOT OV13RT0p00 8TU PER HOUR SHALL ID I -GORNNER COLUMN TO BE I I I III I SII I I I I III I II I I PROVIDED WV SPLIT KI PROVIDED WV SPLIT KIT III I III I I E5 I I I I I I INSTALLED WITH A 9 INCH vatr TERMINATION C.LFARANCE,AND I i I I I I NDOF'I I I ( I I I LW `I I I I I I I I SHALL DAAN VE AT WITH LEAST A"12 WA VENT TERMINATION 000 BTU PER H011R Z I L---- g OVER _ o o m I I I I I I u______�I I l I I ___-__ I I I I I I CLEARANCE THE BOTTOM OF THE VENT TERMINAL AAD THE AIR � INTAKE 5HA I_BE L.AGATE0 AT LEAST V ABOVE 6RADE. (n ................. � I I I i t I �' I I I I �' I I I I I I �� : •v Ro ER7- uHFlr1 uHFIN 1 —f—_ _ _ _ _ _ _ _ _ _ _ _ _ 't— 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L 2o2oNYSRo-R312.z.1 -vT IN DWQ 1.WN6 QUITS,WHERE TIE TOP OF THE SILL OF AN I"` - - - - - - - - - - —I- - - - - - - - - - - - - - -I— - - - - - - - � - - - - - - - - - - - - - - - - —I- - - - - - - -- - - - - - - � - - - -- - - —I- - - - - - - - - - - - - - -I— - - - - - - - - - - OPEi2/,BLEWINDOWOPENN615LAGA1TDiL£iTFIAN24• �'� �n m C') ' ABOVE THE FINISHED FLOOR AND 6REATER THAN 12'ABOVE THE FINISHED 6RAVE OR OTHER SURFACE BELOW ON THE Lu EXTERIOR OF THE EUILDIN6,THE OPERABLE WINDOW SHALL :L COMPLY WITH ONE OFTHE FOILOWIN6 (f 'REAR ELEVATION REAR ELEVATION TTo S5 THE NOT TS LST� U)\ of 810 �.� 3 b = I-0N 3 b = I-0 •FALL PREMMON DEVICES THAT CONRY WITH ASTM F 2040 O v (THE WINDOW OPE3NIN5 CONTROL DEVICE AFTER OPERATION To - RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO ....................... .............. ... UNIT 113 UNIT 114 '�Y 01�`��REDLa%'�C`�ARE Fi JOB NUMBER AREA OF THE WINDOW UNIT TO LE551HAN 57 SQUARE FST. w 2016023 MODEL Al (HOLLY) MODEL Al (HOLLY) Q SHEET NUMBER UNITS 113 (MODEL Al ) & DUET CLUSTER, 114 (MODEL Al ) ELEVATIONS U) A I Z w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RIDGE VENT F- V/ " FIRE RETARDANT W c , PLYWOOD 5HEATHING � ^ o 2"x8"RIDGE BEAM U ts RI06B TO ALIGN RIDGES TO ALIGN 12 12 r ' a) CL RI06E VENT RIDGE VENT 12F __112 2"Xb"RR O W .. U Z L L :01 O � ® I bOG. F- HARDIPI ANK -_ - — 12 U ■Is"� C> > o' HORIZONTAL SIDING 12 12 55 HARDIP1 ANK, (PT 61XIOIIRDER Imoto - '~ ;y>' 55 :„”___ -- 9 6UTftRS t LEADERS q HORIZONTAL SIDING 5EGURED TO � '= ayi=Z - _. ALL 6UTTFRS t LEADERS SHALL BE BAKED 12 Z U ca Lo .- WiITE ALUMINl1 A32'MIN GAUGE,6UffERS WALL 6 O ` &�:p M -_. t 85- -- �- SHALL BE 5"5FAM E%,0.6.5TYLE W/ALL f 85 ENDS U Q W ch RIDGE VENT `- RELATED t REQUIRED ACGE550RIE5. LEADERS RIDGE VENT O s� SHALL BE MIN 25c3',027'GAUGE W/CLIPS t Z N co ANCHORS. CAULK t SEAL ALL JOINTS. PITCH ._._; ❑ M _ r. =•RIDGE VENT-• GUTTERS MIN Ve'/FT.PROVIDE PVC. RECEPTORS 8'ABOVE 6RADE TO RECEIVE T _ - - - LEADERS(CLOSED GAP DE516W. oN- 12 12 D _ a 12 12 TORY WALL200M•3 F/_ BEYOND BEDWALL BEYOND BEYOND ___ 12 ROOF a GovERm — o" O.H. 6' 0" PORCH BEYOND _ 10 GABLE O.H. —. .. - -.---- ON. 01 Ix8 FASCIA BD. _ _ - 12 2'Xb' 5OFFIT BEAMS BRKF5T M5TR BR 12 ® Ib G.W�VENTED Q BEDROOM#2, u_____ - --;..,- LL ------ FL HT PL HT -_ -- -- -- 12 VINYL SOFFIT BRO — PL HT :- ._r-:r.- - - - 12 OVERIt 11 U — 10"SQUARE HB46 PERMA 11 e•,,,� _ � � 1'-0' CAST COLUMN X46382 Wl o fn OH. �, --- T7T _EZE BD. .. °H5QUARE FLAT GAP d Z 4_7 I I I l_! BA5E(OR EGUAU- O ,CuiI ® I I44- � :i CORNER COLUMN TO BE U I o I I BOOM 4 4 $ I fill � PROVIDED W/SPLIT KIT 0 4 WALL e HALL BEYOND = = 6�A� "4,1 - Q 4 COLUMN 0 COLLMN e 4 BEYOPD �� ,I ' 1_ �1...r F1 I I 4 v v I I I CALI 1N a GOVT I I II � PORCH II 1 FRONT PORCH o L J I I PORCH BEYOND ------ I, 7 BEYOND Z :.1 I �; I I 1 _ ❑ FIN. IST FLOOR I I IN. 1ST FLOOR FIN. IST FL 1_I I I FIN IST ELO-4 OL ELEV= O'-0" - - - ELEV=O-O" ELEV= O' - - - ELEV= O'-O" w Ix4 AZEK TRIM Ix4 AZEK TRIM �I _ a wm;w I I I e I I I I HOUR RATED EXTERIOR I FIR5T FLOOR LINEA /11111, FRONT PORCH BEYOND I I I I #� I I I BEARING WALL 1 I I I w ~ I I I I I I I I ASSEMBLY- SEE DETAIL: e I Ala I O I I I I I i I I I I I I I I I I I w � w LWN.B�F lOL I I I I I I I I i - - - _- - -- - - - - --- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - -- - - -- - - - - - - � - - I- - -- - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - - - - - -_ - - - - - uNFIIlBSMTFLooR Q - - — — - - - - - -i- - - —— —— — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - m c� C� b1-0,, ° W TYPICAL PORCH SLAB O '4'PL.5LAB(MIN.3500 PSI CONIG) REINFORCED WITH bxb,10/10 BRIM. RI 6HT 51 DE ELEVATION LEFT 51DE ELEVATION (BREEZEWAY 51 DE 'TAMP t FILL TO 95%DEN5ITY r , 3b = 1-0 36 = 1-0 ? v Q UNIT 113 UNIT 113 1 BREEZEWAY SECTION co A 1 . 1 NTs, Z U MODEL Al (HOLLY) MODEL Al ( W O RIDGES TO ALIGN RV66 TO ALIGN _ Q n R106E VENT RID6E VENT -` - - - HARDIPLANK 12 --,-._ 12 D HORIZONTAL SIDING 5S q 12 ".�,-' HARDIPLANK � � I­ 12- � 6UTTE i t LEADERS HORIZONTAL 5011`6 ALL 61JTTERS I LEADERS SHALL BE B/QKED _.: 12 H vi o ri WHITE ALUMINIM.032'MIN.6MSE,6LITTERS --- ----12® - SHALL BE 5'SFAM�Xi Ob.STYLE W/ALL `- -- -—f 8 - 12 RIDGE VENT RIDGE VENT f 85 C] .- cV ri ao cV _- RELATED t REQUIRED AGGE=55ORIE5. LEADERS "`" - ' SHALL BE MIN.2k3',,02T'GAUGE IN CLIPS e -` 10 ANCHORS. CAULK t SEAL ALL JOINT5. PITCH __-_.-- 6U1TERi MIN Ve'IFT.PROVIDE P.VO. - M06E _{-•• - RECEPTORS 8'ABOVE 6RADE TO REGENE LEADERS(CLOSED GAP DE516N1. - - - " "' "' -""' 12 _ �' MOH.•a D 12 CLERESTORY KALL ��- _- _,T +-,- -. UERE5TORY BEDROOM N3 BEY - _ - 12 _ .--: BEYOND _,.... �-.._ 12 _ 12 -__ ._, _- ----- ROOF a COVUED fA WALL BEYOND ...-..- �......_ _._,.-......_ _ p-O' 6ABlE �,_,:._._ �_�.,.,_ Z Z Z Z Z Z ±0L PORCH BEYOND _ T O 00 O O O 1x8 FASCIA BD. 12 V) cA co (A in _ BRKFST PL Hr -- - _`--r r�` - BEDROOM*2 FL.HT 12 MI5dK .ZIAOH.- - _x:. - .- - I - O N OH. t._.-„ ._ _ 4 j4 6ARA6E FL HT _ 'n 0 8 AZEK IOH. ON. FRIEZE BO. L:I.L� Il..:•:Cr • 1 , I I I I I 1 1 11 11 Ill I ® :,. :1_-- •`•' � ~s ,. I I is r' MASTER BEDROOM _ F- Q WALT.BEYOND $ I I I I j -`'.. WALL a I I I Q 4 I I . �•• l=_!: __- GARAGE 4 cauMol 0 ca✓azED COLUMN A U COLUMN a COVERED i - PORGHI�� I I FRONT PORG+I BEYOND i i Po oND a Z II 4 BEYOND -v IIUJII I -I.-,�L� -__ :� fill All I 1 ILI I 1 11 If 11 1/1 1 11 11111, -,:., iI J O II W FIN. IST FLOOR .l: lx l- _ I ; ;_; FIN. IST FLO W ~� U FIN.IST FLOOR FIN. IST FLOOR _� .� ELEV= O'-0" ELIEV= O'-0" ELEV= O'-0" ELEV= 0'-0 = Q I Z U O Ix4 AZEK TRIM I I I I I Ix4 AZEK TRIM COVERED H I ��H BEYOND I I I I I HOUR RATED EXTERIOR I I I I �, o w I BEARING WALL Q 1 I ASSEMBLY- 5EE DETAIL: e ° Lu I I I 1 1 I �,I I I I I w 2020 NYSRG-624279 t503b) VENTIN6 5Y5TEM TERMINATION LOCATION: co I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN Iii INPUT OF IOPOO BTU PER HOUR OW OR LE55 SHALL BE w I LO( AT LEAST b'FROM ANY AIR OPENING INTO A FF'- � UNPIN.BSMT FLOORII, UNPIN.BSMT FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I _ - 1 - - - - - - WLDIN6,AND SUCH AN APPLIANCE WITH AN INPUT OVER IOMO O m - - - - - -I� -- - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - ��I- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - BTU STALLDWITHANOT OVER TTEJONTUPER HOUR SHAIJ_ D W INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND AN APPLIANCE HITH AN IrPV OVER 50POO BTU PER HOUR Z U SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION Ur C] O N CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE 6RADE. U) .............. .......... LLI LEFT SIDE ELEVATION 'R16HT 51DE ELEVATION BREEZEWAY 510E �ST RED 2020 NYSRG-R3122.1 LINIT5,H THE TOP OF THE SILL Or AN WWI = 1'-0' 3 b = I-0 OOPEERAABBLE WINDOW OPBiN615 LOCATED LE55 THAN 24' ABOVE THE FINISHED FLOOR AND 6REATER THAN T2'ABOVE TIE FINI9ED 6RADE OR Oh6t SURFACE BELOH ON THE m EXTERIOR OF THE BUILDING,THE OPERABLE HWON SHALLAl z -�N COMPLY HITH ONE OF TIE FOLLOH% UNIT 114 UNIT 114 •OPENINGS THAT HILL NOT ALLOH A 4 INCH DIAMETER SPHERE (n TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. X38 MODEL Al (HOLLY) MODEL A1 HOLLY ° ° .....( ) FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090(TEE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWIN6 THE H�INDOW TO ........... .......... FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPBNIN6 JOB NUMBER AREA OF THE HNINDOH UNIT TO LE55 THAN 5.1 SWARE FST. .. 2016023 W-01 113 A l 8& DUET CLUSTERSHEET NUMBER UNITS ) U 114 (MODEL Al ) ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- W Z W E 8 �i A G G A Q AI-6 AI-6 Al-b Al-6 a 57-2' Ib'-0" 52'-2" Q Wca 7 L I' =; C+7 � , DIRECT VENT HEATIN6 EQUIP. C Q.- 15'-6" 9'6' 14'-8' I 14'-b' 9'b" 15'-b* 12'-b* APPLIANCE CLEARANCEGE APPLIANCES N SHALL BE INSTALLED WT14 THE DIRECT VENT HEATING EQUIP. AI.I CLEARANCES FROM UNPROTECTED (J) rn wAPPLIANCE Z APPLIANCES TIBLE MATERIALS AS z C.) 2 19 'i U-) Z - SHALL BE INSTALLED WITH THE INDICATED ON THE APPLIANCE LADE Q CLEARANCE5 FROM UNPROTECTED ARID INDICATED ON MANIFAGTURER5 V Q W COMBUSTIBLE MATE321AL5 A5 LINE OF REAR GREEK INSTALLATION INSTRUGnONS. L . 4 INDICATED IN 1TE MAWACn�g LABEL b WALL a UNIT 114 ❑ 1` °0 INSTALLATION IN51MZTI S. I'2" FDI I'-0' I-0" E,_2. U M M LINE OF REAR CHEEK LL WALL 0 UNIT 114 r n V a 5'-2" 4'-4"M.O. 5'-2" Q 5'-2' 4'-4'MA. 5-2' b 2 FDI o o Z HDQ - - TYPICAL PORCH SLAB •4'PL.SLAB MRL 3500 PSI COMG) m FTH mss I 2 .O 2 V REWORGED HTH 6x6,10/10 KKK ,k •TAMP!FILL TO cm DEIL511Y WNvOW I _'1 FDI FDI p ( 0 4 10" 10'b" 1'-0' 15'-10' b" HD o HD _ ♦�) II 2x12 FLOOR JOIST! - _ - - _ ---1 z N 88 n TYPICAL PORCH 5LA13 Z 0 Ib'O.G. (2)2X10 P.T. 2 I E6RE% \ FiJI / m •4'P.G.SLAB MR 3500 P51 GONW Q WIFIDOW `� REINFORCED H"6xb,IOAO WWM. p 0 4'WOE JOIST m FDI I •TAMP t FILL TO q5%DENSITY - SEAT.TA.SEAT 2'x 10' HID 10' 13'-0" 10" II ELE1/=()I'-I)j' sIAB SEAT Nqr-411* - - 2x12 FLOOR JOISTS Q HD b' 15'161 OL. -10' 1'O" 10'-b' 10' O 4'WOE J015T SEAT. - - - _ _ - ry 12 FIAOR J015T5 I Q Ln PROVIDE FRESH - _ _ _ _ - - - I 4 TA.SEAT EEV-(-)I'-I� (2)2X10 P.T. v C 0 Ib'OL. Z INTAKE RCODDE ME-CH Q 4 4 ( I EDI FDI l0' L `- 13'-0" IO"M 2'x 10' (I 4'WIDE JOIST \`]�ALL EJa'O�ED NOT WAT13L ( FID T.TA.SEAT ❑ �JIPINIS pUGTs TMP.BEAM POCKET WRAP ENDS OF 2x12 FLOOR JOISTS - SLAB SEAT �( aEV=PI11�AlLATED AS 4 PoIII6DR W/ALUMIRH AT POCKET OR 0 OL. _ = 1' FRESH AIRFV1INT TO MECH EGUIP° I PROVIDE V2'AIR SPACE ALL SIDES 4•WDE J0157 SEAT. it o CODE I 10' TA.SEAT ELEV=()I'-I)j' _ _l0 r I 9'-6" -1 13'-0' 4 I I �� tt'I I T I FDI EDI I I I 4 4 ALL HOT WATER ILS" TMP.MAM POGKET CRAP BV5 OF I - , I I PIPI t DUCTS TO BE 2x12 Jot Ts - 2x12 FLOOR JOISTS I I I \ / @ FLOOR JOISTS I I 2x12 FLOOR JOISTS n+SUA AS PER LocAL GDR W/ALUMINUM AT POCKET OR I I FDI ( 4 CODE I6'OL. IN 01b'OL. J II ( h e Ib'OL. I e I6.O.G. PROVIDE V2'AIRSPACE ALL SIDES I I I L - `� FDI rm II II PSI I I ✓ L J n L� n I I n t�v 10" Q 10' 13'-0" 9'b' L r 1 IT'-4" �"I r I 10'-6' to 119- 15-b I 9-5 13-� I �--r — ry L I I I L J (I I I / 2x R Fl 00R}b15T5 (�j� Q 3}'DIA STEEL COLUMN r r , SEAT.TD.SFAr r I \ / �-- oN 3O'x 305c 12'DP PG I � I 2x12 FLOOR JOISTS 12x12 FLOOR Jo15 I 2x12 FLOOR JOISTS r - -1 I ( I I W 4 HOE JOIST II I qM=()I'-I�' e 'OL. I J e OL. h I I - I 0 16"OL. 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HD DENOTES: MAHAL IV NO V�A���F� �BE�nW�eA� AB,���TSa T06ETHER W/1/2" E3OLT5® 2'-0" O.G.,2' MIN, ARCHITECT FOR CORRECTIVE MEASURES PRIOR TO FOUNDATION PLAN SIMPSON HDU HOLD DOM MU 04)# SD5 SCREWS GARAGE SIMP5ON MIN. 4" FROM ENDS CONSTRUCTION.DO NOT 5GALE DRAWINGS.DIMEN51ON5 SHALL 114 (MODEL Al ) SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 -N 1104.1 SEE DETAIL'19'/SHEET DI MAIM'J HVAC,LOAD CAL a AT06 PROVIDED BY RER5 RATER 57RONf WALLS FROM TOP ✓E BOTTOM, (n A2 BE CALCULATED AND NEVER 56ALED UNLESS OTHERWI5E NOT®. 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O � m UNIT 114 UNIT 113 HORIZONTAL SECTION o c = W Z O U D MODEL Al (HOLLY) MODEL Al (HOLLY) 4 1.1'1000 SUDS-NOM 2 BY 4 IN.SPACED IG,IN.OG WITH TWO 2 BY 4 IN.TOP AND ONE 2 BY 4 ITU BOTTOM PLATES.STIRS W LATERALLY-BRACED BY WOOD STRUCTURAL PANEL SHEATHIN6 OTEM 5).WHEN MINERAL AHD FIBER BOARDS"OTEM 5A)ARE c) v C060SZW AS BRAGIN6 FOR THE STUDS,THE LOAD S RESTRICTED TO 76%OF ALLOWABLE AXIAL LOAD.WALLS EFFECTIVELY FIRE FIRST FLOOR PLAN FIRST FLOOR PLAN STOPPED AT TOP AND BOTTOM OF WALT. 2 BPPfiU'1 BOARD"-ANY CLASSIFIED 5/b IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO STUDS AND BEARING PLATES 7 �/1 IN.OG WITH 6D GEMENT-CCOATED NAIL5,1 7/8 IN.LONG H1H V4 IN.DIAM HEAD. V J 3/16"=1'-0" 3/16"=1'-0" &JJDLII5 AV -(NOT SHOWS-WALLBOARD JOINTS COVERED WITH TAPE AND JOINT COMPOUND.NAIL DADS COVERED iu LIVING AREA= 1,670 50. ET. LIVI146 AREA= 1,610 50. ET. WITH JOINT 4,DAVIS AND moi"-MINERAL FIBER OR 6LA55 FIBER M511LATIM 3-5/8 IN.THICK,WffA T FIT TO FILL WALL GAVITES GARAGE AREA= 486 50. ET. GARAGE AREA= 486 50. ET. BETWEEN SIDS AND PLATES.MINERAL FIBER INSULATION TO 13E UNFACED AND TO HAVE A MIN DENSITY OF 3 PCF.61As5 FIBER INSULATION TO BE FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MAN DENSnY OF 0.9 PCF MIN R-13 THERMAL Z 1�1 pp GOVERED PORCH AREA= 256 50. ET. COVERED PORCH AREA= 256 50. ET. INSULATION RATING). S.111000 571MIUtAL PAIR.5HEA11IM-MIN 7/I6 IN.THICK,4 FT HOE WOOD STRUCTURAL PANELS,MIN 6RADE'C-D'OR"SHEATHING'. Q INSTALLED NTH L.O%DIMENSION OF SHEET(STRENGTH AXI5)OR FACE 6RAIN OF PLYWOOD PARALLEL NTH OR PERP501C.IILAR TO Z STUDS.VERTICAL JOINT5 CENTERED ON STUDS.HORIZONTAL JOINTS BALKED NTH NOM 2 BY 4 IN WOOD BLOCKING.ATTACHED TO (� 0 0 U) STUDS ON EXTERIOR SIDE OF WALL HTH 60 CEMENT COATED BOX NAILS SPACED 6 UH.Or,AT PERIMETER OF PANELS AND 12 M Or, ALONG INTERIOR STUDS. W (E EXTETBtl�FAFCI TO BE APPLIEDALLED OVER THE 55 E_ATACCORDANCE H MANUFACTURERS INSTALLATION INSTRucnoNs.014E OF THE FOLLONNs rm q SRo ER� G.WOOD 5TT211G1URAL PANEL OR LAP 5101146-APA RATED SIDING,EXTERIOR,PLYWOOD,OSB OR COMPOSITE PANELS WITH VT3�fR FACES AND STRUCTURAL WOOD GORE,PER P5 I OR APA STANDARD PRP-108,INCL UDIN6 TEXTURED,RiOUSH 5AWN,MEDIUM DENSITY 2020 NY5RC-8312.2.1 Y GROOVED AND LAP SIDING. IN DWElLIN5 UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW CPENIN6 15 LOCATED LESS THAN 24'ABOVE THE FINISHED FLOOR AND GREATER THAN 72'ABOVE THE NOTE: WOOD SP�iIFIED IN ULRATED DIE516%ARE MINIhUM S ZE5.L ARA2 DIMENSIONAL- .&�' FINISHED 6RADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF TIE BUILDIN6,THE STUDS GAN BE 5U85TITUTH7. r y OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: OPMIN66 THAT WILL NOT ALLOW A 41NCH DUUHETER SPHERE TO PAYS THROUGH THE T MULTIPLE LVL GIRDER GONNEGTIONS: OFBHIt,6 IN ITS LARGEST omw PoSmoK NOTE: UL#35615 IN GOMPLIANGE WITH FRE-4T515T1VE'RATIN65-AN5IAL 263 A5 PM-R302 o "FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 FOR ALL MULTIPLE LVL 61RDER5,LAG,BOLT (TWE WI4XH OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL ��NEW Y 0Q N : N u DEVICE ALLOHN6 THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR TOGETHER W/ 1/2 BOLT5 ® 2-0OL,2 MIN, OPENING AREA OF THE WINDOW UNIT TO LE55 THAN,5.7 SQUARE FEET. ONE HOUR RATED EXTERIOR FROM TOP 4 BOTTOM, d MIN. 4" FROM ENDS WALL RESISTIVE ASSEMBLY JOB NUMBER NTS. A_ 6ENERAL CONTRAGTOR5 AND SUBGONTRAGTORS TO 2020 NY5EGCC 5EGTION R 403.3: 2020 NY5RL-624276(503.8) 1 j j 2016023 NOTE: " EF ,EXHAUST FAN, -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2020 NYSEGGG SECTION R 402.4.12: VENTING SYSTEM TERMINATION LOGAT70N: SHEET NUMBER NO TE REVIEW THESE GONSTRUGTION DOGIMBJTS UPON RECEIPT THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT UNITS 113 (MODEL Al ) & DUET CLUSTER Q pi NOTE'V': PROVIDE SPRAY 1�: HD= HOLD DOWN GFM INTERMITTENT OR FROM ARGHITEGT AND REPORT ANY AND ALL AND DUCTS OUTSIDE THE THERMAL ENVELOP SHOULD BE MIN R$. AN APPROVED HERZ RATER TO OF IOPW BTU PER HOUR(3KW{)OR LESS SHALL BE LOCATED AT LEAST = "ALL DRYERS TO BE VENTED FOAM INSULATION IN ALL WINDOWS 5HALL BE STAIR MANUFACTURER TO DE516N 5TAIR5 TO ® 20 CFM CONTTNUOU/5 DISGREPANGIE5 WUJIDIN6 ANY DIMENSIONAL CONFLIGT5, -5EALIN6 15 MANDATORY FOR DZT5,AIR HANDLER5,AND FILTER BOXE5. PERFORM AIR INFILTRATION,DUCT 61 FROM ANY AIR OPENN5 INTO A BUILDING,AND SUCH AN APPLIANCE WITH "To OUTSIDE AIR PER CODE GARAGE CEILING® ANDER5EN 200 5ERIE5 MET ALL APPLIGABLE GODE5 AND TO IMMEDIATELY TO ARGHITE-GT FOR CORRECTIVE -JOINT5,5EAM5,AND GONNEGTION5 SHALL COMPLY WITH 5EGTION M-1601.4 LEAKAGE,AND COMBUSTION SAFETY �+INPUT OVER bpoo BTU PER MR BUT NOT OVER 50=BTU PER ALL WASHER TO I��LL� T'�HT"AO1�H�T, 1PERHO `94AUH 114 (MODEL Al ) FIRST FLOOR PLAN Z PROVIDED WITH DRAIN PANS LOCATION OF REPORT ANY D15GREPANGIE5 AND CONFLICTS 02 cAT�oN MONOXIDE MEASURES PRIOR TO GONSTRUGTION.DO NOT SCALE OF THE 2015 IRC. TE5TIN6 AND PROVIDE A WRITTEN AIDS APPLIANCE WITH AN INPUT OVER 5V ENT BTU PER HOUR SMALL HAVE z BEDROOM ABOVE TD THE ARCHITECT PRIOR TO STAIR FABRICATION. O=TEMPERED DETECTOR DRAWINGS.DIMEN5ION5 SHALL BE CALCULATED AND -DUGT5 SHALL BE PRE5%RED TESTED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RE5ULT5 AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE ROUGH-IN TEST AND A WRITTEN REPORT OF THE RE5LLT5 SHALL BE 516NED VENT TERMINAL AND THE AIR INTAKE 5HALL BE LOCATED AT LEAST 12' � 5Mo1 E vETECTOR NEVER SCALED UNLESS OTHERWISE NOTED. BY THE PARTY GONMTIN6 THE TEST AND PROVIDED TO THE CODE OFFICIAL. ABOVE 6RADE. W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H Z W �I E r � A G G A 4--JU ancli Al-b Al-b Al-b Al-b Z V Q. • 52'-2" 52'-2' O p 0 u) V ■� Qor 12'-2' 12'-2' II'-10" 28'-2' Z 0 U w UL0 co " 5'-II' S'-II' 5'-II" 5'-II' ❑ .-� II'-0"PL.HT. N rLLn tp V a - - - - - - - - - - - - - ® I HM RATEP EXTERIOR BEARING WALL I II'-0'PL.HT. ASSEMBLY-SEE DETAIL: e I m I ° II'-O"PL HT. z s I I I O Hr. I I u'-0.PL Hr. 385 DH — i o I O (2)2"X6• ° o I II'-0'PL.HT. { I III I II I 9'-0'PL.HT. — — — — — — — I II I ALI 385 DH I O Ln \lllti� O C� GJ a I6.OG. (2)2'X6' Z Q'J— — — — 9-0 PLHT. ❑CEILING BEDROOM #3 Q ry o"� 2x6 GJ e Ib' G.4. 5'4' 4 5'-4' 6. �, �b" � ' " 4' ' "1' 4--&CEILINGHd �/ ` , ® 50 OBEDROOM#3 - -�� 4, p 4 Cl4 16 6 5'-4' 5'-4' 4' I�I a r T 1 J I- -IJ N m I I I I I I I I �, �, I I 3e"H16H o { I I I '� :011 24 I I I I I o RAILITI6 e I I I I I I I d I 0° a - _I 4 �I_ -1 ❑ I -I- - - -I 12'-Io" 6• - - - m I I w O _ _ - I I II L — — —� G a m-0'cEILIN6 I I — — :r •v " I T - DN 14RLIFT i I u'-0"PL.HT. !Q HI6Fl C — C RA ILINs II / II N L- _ _ _-� I I b" 12-Io• h' I- - - I- - - -I-LIN ��,I- ifsq' • auN6 F 1p i I I II'-0"PL HT. I �c / 14R ON 81-10' E 6" OFT Q I - - - � itI J--II III ;s�h uPPERJ6EAT EFZ IIIII Z�M _ AG INT 5%PRTN 4'6' - - - eUPPER GREAT U ROOM 0 4-LI. 4'-b" to" -90 0 II'-0'PL.HT. W U INT BRG PRTN I I � X J5III II ❑ 5Y5c�L 61 RIDER I I ROOF BREAK o ( I I II'O•PL HT. I — — J CLERESTORY WALL I I I I 9'4' 4", T-6' I II'-0' `� b' 4'6' 14' I eROOF( I ISI4 I e (3)3040 DH _ I I AI b 111 I u-ERESTORYI AI-b a n'-lo•NO NT I( ( I ROOF BREAK o E:lII CLERESTORY WALL IL III sY,k1 'L6RDER _ JI I I N N N r; O0 co FA 'PLHr. 3)3040 DH e- - - - - - - - - BREAK _ _ — _ - - _ — _ - - err-lo'HD NT AI-b I TORY WALL � AI-8 iI II II I I t II II I II_ � L I HT. I I I I I I I z Z Z Z Z Z —�� C—I� II I 0 0 0 0 0 0 co co co w co co I 0 L_L� c f Q 0 N F- W ALI 2 � IL ll'-4" 12'-0' 12'-2' 12'-8' 12'-8' 12'-21 12'-01 CI'-4" O m O w 54'-2` 54'-2' 0 O w ~ Z29 A G G A c 4 AI-bAI-b AI-b W AI b O = El UNIT 114 UNIT 113 F v z w MODEL Al (HOLLY) MODEL Al (HOLLY) Z I "' - 6 21 o o w in .......... T-:..:. . . ................... SECOND FLOOR PLAN SECOND FLOOR PLAN w 3/16"=11-0" 3/16 —1 -0 LIVING AREA= 32q 50. ET. LIVING AREA= 32q 50. ET. ,,� m C) TOTAL LIVING AREA TOTAL LIVING AREA = - °' U 5E ROOF PIAT,FOR ALL STRUCTURAL FRPd41NG INFORMATION 1,9 9 9 S Q. FT. 1,9 9 9 S Q FT. f n O X238 10 ® I HOUR RATED EXTERIOR BEARING WALL IFN 0� W`� ASSEMBLY- 5EE DETAIL. e JOB NUMBER NOTE: 2020 NYSRG-R3122.1 u; 2016023 EN6INE:ERED J015T EF =EXMbT FAN, GENERAL CONTRACTORS AND SUBCANTRAGTOR5 TO ONE CARBON MONOXIDE ALARM IN NEW IN DY8LIN6 UNITS,WERE THE TOP OF THE SILL OF AN OPERABLE WIN"OPENING 15 LOCATED LE5 THAN � SHEET NUMBER SHALL NOT BE GUT, NATE "5": MULTIPLE LVL GIRDER CONNECTIONS: 5°cFM INr�rnrra+r°R REVIB^I THESE GON5TR11GTION DOCUMENTS UPON RECEIPT �AND��I���M 24'ABOVE THE EXTERIOR OF'R AND 6REATL3t,IHAN 72'ABOVE THE ALI-CC GRADE OR o�SU2PAGE UNITS 113 (MODEL Al ) & DUET CLUSTER HD= HOLD DOWN BELOW ON TTIE EXTERLOR of TTE BUILDITI6,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE• NOTE: ® 20 CR•1 CONTINJOU5 FROM ARCHITECT AND REPORT ANY AND ALL FOLLOWING: NOTGFN=D AND HOLES TAIR MANUFACTURER TO DESIGN 5TAIR5 TO FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT OZOUP R-2 MLV1% (GONVo5< (L ALL WINDOWS SHALL BE DISGREPANGIES INCLUDING ANY DIMENSIONAL CONFLICTS •OPBdIN6,THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PTI6lE TO PASS THROUGH THE OFC-NITI6 IN ITS BORED UN � ANDERSEN 200 5ERIE5 ALL APPLICABLE GODE5 AND TO TOGETHER W/ 1/2" BOLT5® 2'-0" O.G.,2" MIN, Coe IMMEDIATLEY TO ARGHITEGT FOR CORRECTIVE C� q�5 OFFERED�SA T�4m"TIS Z SPECIE IED BY THE PORT ANY DISGREPENGIES AND CONFLICTS Q=TEMPt� FROM TOP 8 BOTTOM, d MIN.4" FROM EN05 ® DETrLTOR PRIOR TO GON5TRUCTION.DO NOT SCALE BI ,ON TSE LOW-EST FLOOR FALL DI��TMT COMPLY WITH ASTM F 2040 114 (MODEL Al ) SECOND FLOOR PLAN C) MANUFACTURER PER TO THE:ARGHITI=GT PRIOR TO STAIR FABRICATION. 6LAZINC7 DRAWINGS.DIPEN51ONS SHALL BE CALCULATED AND � �AININ9 ME WIN"o�ll� DEVICE AFTER OPERATION To RELEASE T► caNTRa VEVIGE AI LoruNs co THE WINDOW TO FULLY OPEK SHALL NOT REDXE THE NET CLEAR 013ENIN6 AREA OF hE HHDOH UNIT TO W A4 GORE qv SMOKE VETEGTOR NEVER SCALED UNLESS OTHEPA15E NOTED. LESS THAN 51 SQUARE FEET. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) 0 ' H W Z W E j 8 U ;v o V 0 z N ti � Qo� 2Sz� �-' N> 5 U) y°>Z - A G G A 0 Q W cM �cn:a rn AI-6 AIS AI-6 AI-6 _ rLo - to - q❑ Up IT-b"HIP WIDTH I6-2"FA50A WIDTH 16-2'FASCIA WIDTH M'-b•HIP WIDTH 1� II'-0'PL.HT. I d AI.I - - - - - - - - - - - - r-1r L W-O"PL.HT. ALIGN FAGIAS I ?� N 1 O I ti, - A • N TED XTE II'-0'PL HT. A I , b \Q�\ I ® DEARI G HALL RIDR I j A55EMBLY-SEE DETAIL: e L L I ALIGN FAGIAS H 71 1 I.-0. W-0'PL.HT. III-01 PL HT. I Q� �� I I Z O Ae III, FI °H 4 I b �•Q I AI-5 I1'-O'PL.HT. U Ir-0'PL.HT. ' - I \ry .:.......L I — A - - - -- — - - — I � II12 12 — —_ — — — = --I 411-01 PL.HT. I — — j = __ - OLn�. II-0PL HT. I'-0' I I- _ —- 1-- M 12 12 0 Q 4 . z :. 016 oG. 2XI0 RR® .. s III n y Q 1.1 II'-0'PL HT. ❑ f V ® ` — — — — —— — — — — I L ;:::> .. 9 �S .. .. 12 E 12 �— ( r— IO' —1 OR \ a I A. I 2xt o Ib OG. 2x10 RR 0 2x8'RR 2x8'RR r I I " I ti Q III r 0 Ib OG. 0 o ® 1 1 I 2 12 � o t 05 F 135 \�+ ( I I �� OR r-o 1L I 11 5 (3)2'910'Fl 61RDER :' I rte• I A, °H A5PF41LT ROOF SHINSI E5 -' �71 ( OH. 1 +moi . " r -r w I I I f f N � a ' 1� � I II .b a r — (3)2X4 P05T Y 12 12 ANDER HIP 61RDER ry L - - I 1 PLYWOOD 5IEATHIN6 `fl I 1 tiA !13S F t 135 I Q L _ 1 J L r r-6• I (3)2'9l0' 61RDER h �� I I I(-1�I m off I cn C.7 19 PDOPM FELT PAPER / I I 1 2x12'RR 0 Ib OG. ( RIDGES TO ICN GRIG OOF — — — �/ 1 ( � o ; ( 1 WALL ICE t WATER SHIELD PER / I - Y I UNDER HIP 61RDER ROOF PRAr9N9 / /� p ( � ® C3)2X4 P05T �n I I 1 1 1 ° w O HARPACTfe S SPEWS.TO I j t MAJNTAINPRODUCTWARRAWY. II j CAFW m 4 tY�P�u�cf FAsuA / I 1 -r - -� -12- II 2x1 r RR 6 Ib pG. - I 1 I L e J L 1 _ J (1� / i 2X12 RIDGE BM W/PENT I I 0.40 ALLIH IM DRIP I P 4— — _ _ cnP I —1 12 — — ( �� 1 I I I , — GRI ROOF RI TO AL16N 2x12'RR o 16 OG. I I I ) / L — — — =� — — 1 RID6E5 ALIGN / I II'-0"PL HT.ISUTTER ea V.coR�crOrts C - �' I AE EACH SOFFIT BEAM — loll - - I I L _ _ _ _ _ , Q 12X12 RIDGE BM w(VENT I I 1 — � � - - - - � I I ��,4oe. e. I- = J►2 ��� - - � cn II'-0'PL.Hr. I � V RI 0 ALIGN _ — _ — _r = = Z U w �_ 1 1— APR Y ICE t WATER 5HI6 D N ` I 6' r FAIR YEATH[3t ;:>::ti:'•::•>:•:• �' i 1 �' N o►+. �® — — — L THe ROOF DECK AND I - - — I � AR I _ L _ L_ MB�BRAIE ARE AT � I I ............... I lF S I ,ErPBtP TI1REi of 4o"F c5'W OR PRESEI�lE TREATED sDPFTr 2 F RRI t':;:•::. — — — I— — -� `:. ;:•;:•;::} ?;'> :::::.•:•i'. i.":: - , i F — — 1 1 _ ® d r — p WISHER. ::::::::::.: .:::.:. ... ... "( 2 PL.HT. 1 4 I I N I - - - 1 I I fl I I J 6' ... ......... FASGUI BOARD 13 ASC SOFFITI:.. :>:?t.............. :: :: ::::.:::.(G I 1 _ _ — r OH « BOARD W r DONT. 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II'-0'PL.4.I—� - ;>:I L I 1 JL _ J I -� • r I2 11 I = — ==�- , 12 N I TYPICAL RooFIN6�SHINGLES — — — — — — +1 r _ 12 I 12 I 4 1 I I I 12 I � 13 v I T��W AT — — - - L J --�T2 P.T�6 B8 0Yi _ _ J I 1 1 q'-0'PL HT.AFF. 1 I I AIS I 2 II 'RR 0 Ib OG. 2X12'RR 0 I 0G. A 1/2"PLYWOOD SHEATHING Q — — — — — ALIGN FAGIAS "� 1 ( 1'O• ( 2'10 12'-0"DORMER WIDTH I I I cV OH ALIGN FACIAs I I IO1-0j I�—IIILO.PL.HT. II'-01 PL.HT. BATTS I I D 12 • _ coHTTNbuS ABOVE I o i 2x10'RR o 16 X. 2x10'RR a Ib OG. I 1 I 1 12 f� 712 _TI--� - - - - r- - - -J 2'9 12'GEL Jo1sr5 1 1 a - - - -�� �—- e Ib•oc I 1 q'-0'PL.HT. I " ALIGN FAGIAs - - - - - - - - - -- - 4 - O 0 0 O O55 O 10 I w G� [il w ,l 21x 10'ROOF RAFTERS a Ib'oc 4-0PL.HT. I ( 1 I cV = 2xI0'RR01606. 2x10'RR016or.. ( w ix w � }'DIA LAG BOLTS- L_ — — — — — 1 y MIN(6)PER C 4rKnON OF 1 q'-0"PL.HT. I I 1�. o ROOF RAFTER!GEIL JOIST (TOP t BOTTOM) I PL.HT. C, \ q'(R-30)BATTS � _ _ _ - _ = J -- - H2-5A 51MP50N GORWTOR5 0 x 4 EA ROOF RAFTER q'(R-30)BATTS— § Z _ W q"(R30)BATTS+6"(R-4q) A G I G A I L CV7 BATT5=COMBINED INSULATION ) AI b AI$ ALI AI-b AI$ O m VALUE OF 0-4q) / W 0 6YP BOARD ON W �1 W lil WALLS t CEILING w D ~ TYP SIDING OVER GREAT ROOM TYVEK BUILDING W4AP U' U Z � °�P`Y`�°°°�TM'% UNIT 114 2'9 6'EX WOR WALLS W, UNIT 113 6"(I2-2U BATT INSIA.ATION W n � O SIDE VIEW MODEL Al (HOLLY)- MODEL A.1 (HOLLY) P4 SOFFIT —� EA ROOF RAFTER lil H2SA�MP�HGTe ROOF PLAN ROOF PLAN m 3/16"=1'-0" 3/16"=1'-0" w z Q G O o o :... ............ .................................... �/ �G�STE Epi 2'9 6'EXTERIOR WALLS W/ 9 0��'o go ERTc 6•(R-2V BATT IWUA11ON - }'DIA LA&BOLT5- ROOF)PER RAFTER ILOJOIST �� z (TOP t BoTTo V �{ I 2'9 12'CEIL JOISTS 0 16'OG 9 e ROOF RAFTER Q 3g 10 .......................... JOB NUMBER PLAN VIES' w 2016023 GUTTERS k ` � UNITS 113 (MODEL Al & DUET CLUSTER Q SHEET NUMBER ALL GUTTERS d LEADERS SHALL BE BAKED WHITE ALUMINUM.032' _ MIN.GAUGE,GUTTERS 5HALL BE 5"5EAMLE55,0.6.5TYLE W/ALL INSTALL ICE AND HATER 5HIELD PER �- DETAIL OF ROOF RAFTERS TO RELATED REQUIRED AGGE550RIEs. LEADERS SHALL BE MIN. MAWFACTURE5 5PEGIFIGATION5 TO AREA CC-ONE ROOF z 2 R2"x3',.071-'Aa 4GAUGE W/CLIPS d ANGHDRS. CAULK H SEAL.ALL »» 13UILT OVER ANOTHER CD HIGH CEILING JOIST CONNECTION JOINT5. PITCH GUTTERS MIN. IV/FT.PROVIDE P.Y.G.RECEPTORS MAINTAIN PRODUCT WARRANTY ROOF PLAN 114 (MODEL Al ) W NTS. A- 5 &'ABOVE GRADE TO REGEIVE LEADER5(GL05ED GAP DE516N). COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED