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Home My WebLink About45726-Z �o�OS�IF�I�cp.. Town of Southold 4/9/2022 G a y� P.O.Box 1179 0 ca 53095 Main Rd tiG'y o�FFSouthold,New York 11971 9t , CERTIFICATE OF OCCUPANCY No: 42985 Date: 4/9/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 32 Harvest Pointe Ln Unit 93, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-37 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/7/2021 pursuant to which Building Permit No. 45726 dated 1/26/2021 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 unfinished basement covered porch screened porch and attached two car garage as applied for. (Unit 93) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0147 11/24/2021 ELECTRICAL CERTIFICATE NO. 45726 4/4/2022 PLUMBERS CERTIFICATION DATED 3/18/2022 1 uffolk P Bing&16ting tho ize i ature =rte TOWN OF SOUTHOLD BUILDING DEPARTMENT M TOWN CLERK'S OFFICE oy . oP SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45726 Date: 1/2612021 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 Planning & SCHD approvals. (Unit 93, A-1 model) At premises located at: 32 Harvest Pointe Ln Unit 93, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-37 Pursuant to application dated 1/7/2021 and approved by the Building Inspector. To expire on 7/28/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,133.20 CO -NEW DWELLING $50.00 Total: $2,183.20 Buil g CONSENT TO INSPECTION the undersigned, do(es) hereby state: Owner(s)Name(s) That the undersigned (is) (are)the owner s)of the premises in(die Tp wr� of Southold, located at Gt- U 11bi 3 `� !of which is shown and designated on the Suffolk County Tax Map as District 1000, Sectionf��,©a ,Block 0 ,Lot C)e3 . That the undersigned (has) (have) filed, or cause to be filed, an application in the Southold Town Buildin. Inspector's Office for the f Ilowintr- I � 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,riles or regulations of the Town of Southold. Dated: ( ntti ) o (Signature) (Print Name) pI SOUr�,®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devline-town.southold.ny.us Southold,NY 11971-0959 ®I�coufd1`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 32 Harvest Pointe Ln #93 city,Cutchogue st: NY zip: 11935 Building Permit#: 45726 section: 102.1 Block: 2 Lot: 37 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 64 Ceiling Fixtures 1$ Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 46 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 12' Dryer Recpt Emergency Fixtures Time Clocks Disconnect 1 Switches 4$ 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Oven , DW, Micro, Hood, Gas FP, 150A Panel 30 Circuit/ 28 Used Notes: New Two Story Inspector Signature: Date: April 4, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-ISO% 74375!gain Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TO VI VTC OF C-Q1.J s"`IEGUL D C T ip;11 F 1 CA T 10!'r Date: (Pease print) a, _ease print) that-0he soIdci'Used in the water sllppl;J SySteill cont_ins less than 2/10 of 1% -- - �i iCI , beis Sinn ire) Swornto beforf,-me thus 14% clay OL __ 0 21 ANNA MORITA Notary Public,State of New York Reg.No.01 F1636836,a Qualified in Suffolk County Commission EipiresJ •If-)Agie i•Iciaryu3'ic; _ -� C'auniy BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 - Southold, New York 11971-0959 '" .-Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrO-southoldtownny oov seand ansoutholdtownn�gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Dater a- Company Name: Name: , em License No: �O- Address �: n ..::: .. .. ...:. . . Phone No. : . tp JOB SITE. I:NFO:RMATION (AfinformatiorrRequired Name: Address: -e 'Cross.Street: . 4 `Phone.No.:. ,Si BIdg.Perniit#: 57, :(p : email: Tax Map District: 1000 Section: _ JCQ�.O Block: ;BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Cerkii%cate?: ES 0 Issued On Temp Information: (All information requi(ed) Service Size& 3 Ph Size: A #Meters._„_ Old Meter# ew, Serv' 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 `� . afq SOUTy 64 4 --- - -- � o # TOWN OF SOUTHOLD BUILDING DEPT. �' • io co 765-1802 INSPECTION [ OUNDATION 1ST [. ] ROUGH PLBG. [ 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: JF Ae, OKI 77 DATE 117D 9 INSPECTOR a�pSOUTy� V1)I�-{` 9� # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycourm N�' 765-1802 INSPEC : - ION [XFODATION 1 ST [ ROUGH PLBG. DATION 2ND [ ] INSULATIOWCAULKING [ ING /STRAPPING [ ] FINAL ],. FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]- CODE VIOLATION [ ] PRE C/O REMARKS: it6lyr\ oi �_ 5 _ 9K) DATE Z INSPECTOR OE S 12- `.erg/ V" �OUTyoI cv TOWN OF SOUTHOLD BUILDING DEPT. o�yco � 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: T DATE INSPECTOR s �pF SO Vn ' 1 fid o� q� # TOWN OF-SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1 ST [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE"& CHIMNEY "` [ ] FIRE SAFETY INSPECTION [_ ] FIRE RESISTANT CONSTRUCTION " [ j FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: on 0 V_V/ 6_0 k< Q& ov �& &&�f D16 .� `T— w r DATE lfl 8 INSPECTOR. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION I ST ROUGH PL13G. FOUNDATION 2ND INSULATIOWCAULKING FRAMING/STRAPPING FINAL ] ,FIREPLACE-& CHIMNEY FIRE SAFETY INSPECTION: FIRE RESISTANT CONSTRUCTION TIRE-RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O Tj REMARKS: ni FlAmi, FLFC Z.TC-Al.- 7REW 0, irok DATE 1 Z' INSPECTOR dkgj7wn=� oF souryo i S7 2j 2Yce v # # TOWN OF SOUTHOLD BUILDING DEPT. � • io 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 [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O REMARKS: �`� 1'�Y� DATE �LZ - INSPECTOR , 4 r 1� 3 # �O r'n S 4 Uj 9-3 ko r c ren► -_, � �' m mw U,,A 73 It 14S?�. pf F � v x- r r a xF x U,juj U prim' IV u4 .✓,�✓ ' 'r'd^� i4 y�� ,AjI� _ ex�"" ,4,?k � /�,+(.{�1�{�•SNV/i j 1 11 f. 1 I y U- 53 14-U TV NA z� y ,, � ,. I ■ - irk yyy � , � • �i S�N.� fa , o xS Yy ;:� ;^ Y � /a �. .� - ��4 .. � � 4 � o —. __ i � I .. -- y r - J � --- .�� ____ _ ti -------- - - - -- ___ m- .-- i' �,-.�_ - _ ,,.. .� ' �' r _.. - . . ,�=:; �.� . � � ��:�- .: . ��:�,- ..,. _ _ ti� . g - GRCH ARCHITECTURE PC `' # 3750 EXPRESS )DRIVE SOUTH H SUITE 202 z "' ISLANDiA. NY 11749 o 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#93— Permit#45726 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. � C Respectfully ubmitted, h C9\R� ��SRTCtiFtED AR 4 � � RLF 0 rveny,AIA, LEED AP Princi al (P '9 �23O T�OF-NE`Ny i S (ARCH ARCHITECTURE PC 3750 EXPREss DRIVE SOUTH �� y'�c` 4.# t �'A� ✓ � >, � ��. C�y -Lt tp � ry .y '; F k .QUITS 202 ISL ANDIA, NY 11749 1NVVVN.C3RCHARCI-IITECTUR�.COM --- -� s. 659 86 4 3895 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 Maximum thickness 3 %" (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 Insulation 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 espectfu�ly submi ed, ! E D ARC s \5 CERT Cy y�j Glen Cherve y IA, LE AP PrincipalA-Z r 0238A 0� T�OF NE�� MIECHAD41CAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 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, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 a (631) 563-1298 ^ Fax: (631) 563-2954 s GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH .>y � '« SUITE 202 f lsX -417 ISLANDiA, NY 11749 W W 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. 931 Permit No. 45726 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 9GIeC . y submitted, D ARC �� CBERT Ch,� � eny, AIA, LEED AP "9 0238AC Q T�OF NE�y Home Energy Rating Certificate Property HERS Al Holly- Unit 93 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-03-25 Rating_ Number: MC193 32 Harvest Pointe Ln Registry ID 214339025 Cutchogue, NY 11935 Estimated Annual Energy Cost Percent HERS Index: 55 Efficient Home Comparison: 45% Better Heating 71.5 Use MMBtu Cost Cost$156 Percent General Information Cooling 1.5 $83 5% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.3• $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.8 $1191 76% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $120 8% Mechanical Systems Features Total 110.0 $1564 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 90.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 150 cfm, 30.0 watts. ECCC New York State 2020 Programmable Thermostat Heat=Yes; Cool=Yes 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: 0.2 Above Grade Walls R-21.0 In ' ration Rate 1364 CFM50(1.95 ACH Foundation Walls R-13.0 Method Blower do 1364 CFM x 60 WNW= 81840 /42016 F = 1.95 A 50 Pa 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: REIWRate-Residential Energy Analysis and Rating Software x1.6.0.6 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 2022 Combustion Safety Testing Form Certified Home Address: 32 Harvest Pointe Lane 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: 03/25/2022 Outdoors Temp During Test: 45 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 0 Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes E No Q Type: Furnace ✓❑Boiler❑Heat Pump a OtherE] t z Venting Type" Drat Sin Wage Sip Ilage CO CO Efficiency Fuel'Type Circle T e) (P cal) (Worst Case (Natural) orst Case atural Rating:95.0 N❑✓ P❑O❑E❑ NQNDMU S_✓ N/A Pa. Pass 0 FailEl Pass❑✓Fail❑ NSA ppm N/A PPM Water Heroes' Primary: Yes ❑✓ Type: Standard Tank ✓ZIndirect OTankless ❑ Size: 75.0 Style Common Vent El No Instantaneous❑Commercial (See Note 5below) (Gallons) 4 Stand Alone ✓❑ sz Ventine Tvpe 3 DraftS ilia a Spillage(Natural) CO CO E tcienc Fuel Type (Circle Type) (Pascal) , (Worse Case) (Worse Case) (Natural) EF: 0.69 1 NDP❑O❑E_❑ N❑M[✓ S[:1 N/A Pa. Pass❑✓ Fail❑ Pass❑✓_FailF] N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑✓ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO N/A PPM Ambient CO(During Oven CO Testing) NIA PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 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. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 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: 03/25/2022 Manual S Compliance Report Job: - - wrightsoft, Date: Mar 17,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-E Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Project • • For: 32 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipm Design Conditions Outdoor design DB: 83.0°F Sensible gain: 14365 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.07 Latent gain: 2523 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.07 Total gain: 16888 Btuh Indoor RH: 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 700 cfm Sensible capacity: 14700 Btuh 102% of load Latent capacity: 6300 Btuh 250% of load Total capacity: 21000 Btuh 124% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 29798 Btuh Entering coil DB: 63.3°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: 700 cfm Output capacity: 36800 Btuh 123% of load Temp. rise: 0 °F Meets all requirements of ACCA Manual S. 2022-Mar-17 14:37:57 wrightsof4rW ,,,,,,,,,��qht-Suite®Universal 2018 18.0.32 RSU20066 Page 1 Zdkmor Model B1 MAN JSDIRimor Model B1 MAN JSD.rup Calc=MJ8 Front Door faces: NE Residential I _ Review • Form ACCK0 for HVACSystem - • •. • Equipment, 15 Mar 09 Ar eAnmea Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Manual J 1 Form(and supporting worksheets): Yes E] No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes F-1 No R OEM performance data(heating,cooling,blower): Yes No Building plan#: Manual D Friction Rate Worksheet: Yes No Duct distribution sketch: Yes EJ No R Home address(Street or Lot#,Block,Subdivision): 32 Harvest Pointe Lane, Entire House HVAC • . ■ CALCULATION40 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: 29798 Btuh Number of bedrooms: 2 Conditioned floor area: 3318 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: 10.0 ft Sensible heat gain: 16324 Btuh Internal shade: none Blinds,drapes,etc. Eave Latent heat gain: 2867 Btuh Depth Window Total heat gain: 19190 Btuh Number of skylights: 0 HVAC EQUIPMENT • ,• Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 700 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 700 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity: 36800 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity. 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM ■ .0 Design airflow: 700 cfm Longest supply duct: 200 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 171 ft Trunk duct: Sheet metal Total device pressure losses: _0,6 in H2O Total effective length(TEL): 371 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct: Round flex metal Friction Rate=ASP a(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorousl performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wreghtso4lt® Ri ht-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Job: - - wrightsofto Date: Mar 17,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-E Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com , Project Information For: 32 Harvest Pointe Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) / 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/983 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 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 °F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bed 2 205 1594 1311 43 66 Bath 2 47 0 0 0 0 Laundry 46 310 524 8 26 Lav 27 287 31 8 2 Stair 2 43 307 51 8 3 M bath 109 1805 538 48 27 M bed 417 5429 2576 145 130 CL 10 0 0 0 0 Foyer 75 1020 323 27 16 Mud 44 436 140 12 7 Kitchen 145 219 1676 6 85 Breakfast 95 1585 1833 42 92 Living 216 4332 2478 115 125 Great room 180 1897 1614 51 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Mar-17 14:37:57 --M!!t- ht-Suite®Universal 2018 18.0.32 RSU20066 ti ewia.,d.��...iun.� Page 1 ,CCA ...mor Model B1 MAN JSD1Rimor Model B1 MAN JSD.rup Calc=MJ8 Front Door faces: NE Stair 0 43 246 12 7 1 ` Bsmnt 1616 6787 768 181 39 Entire House 3318 26254 13876 700 700 Other equip loads 3544 489 Equip. @ 0.88 RSM 12641 Latent cooling 2523 TOTALS 3318 29798 15164 700 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. o%ht2022-Mar-17 14:37:57 a wrig!l -Suite®Universal 18.0.32 RSU20066 ernia•e��,Nu.w.., Page 2 ACCK ...mor Model B1 MAN JSD1Rimor Model B1 MAN JSD.rup Calc=MJS Front Door faces: NE A Pro Job: wri htsoft ect Summar� y Date: Mar 17,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-E Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: 32 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Design Information 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 26254 Btuh Structure 13876 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3544 Btuh Central vent(56 cfm) 489 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29798 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 12641 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/ 1 Pressure/AVF 50 Pa/983 cfm Structure 1376 Btuh Ducts 0 Btuh Central vent(56 cfm) 1147 Btuh Heating Cooling Outside air Area3318 3318 Equipment latent load 2523 Btuh Volumee(ft3) 19660 19660 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 15164 Btuh Equiv.AVF (cfm) 83 38 Req. total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92 AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 °F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ' Wri_ghtsoft'° 2022-Mar-1714:37:57 C ht-Suite®Universal 2018 18.0.32 RSU20066 Page 1 CA _.mor Model B1 MAN JSD\Rimor Model B1 MAN JSD.rup Calc=MJ8 Front Door faces: NE N 7�7 Level 2 &150 cfm 9,111 dm K79 dm Living Breakfast Bed 2 adiab 9198 cfm Great room Kitchen �7E 3 cfm K101 cfm Bath 2 K33 dm Mud �1 nLaundry Foyer K 32 CL v Ik 9 cfm Broan Exhaust Stair 2 Fan Model L150 K10 CfrT 56 CFM Energy Star Continous User Timer M bath 9158 cfm Garage 174 cfm M bed Job#: Energy Testing Services Scale: 1 : 97 Performed by Energy Testing Services... Page 1 1648-E Locust Ave Right-Suite®Universal 2018 32 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Mar-17 14:36:09 mfauci@energytestingservices.com ...N JSD\Rimor Model B1 MAN JSD.... c N 7� Level 1 10x16 4 �217drn 14' 225 dm adiaba 0 14 26" 26"1 Bsmnt 26X16 Makeup air 56 CFM Skutlle Model 2161 12 x 16 Stair 0 4 8 cfm 1 Job#R: Energy Testing Services Scale: 1 : 97 Performed by Energy Testing Services... Page 2 1648-E Locust Ave Right-Suite®Universal 2018 32 Harvest Pointe.Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Mar-17 14:38:09 mfauci@energytestingservices.com ...N JSD\Rimor Model 131 MAN JSD.... Duct System Summary Job: wirightsoft, Date: Mar 17,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-E Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: 32 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 0.005/0.005 in H2O 0.005/0.005 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 700 cfm 700 cfm Total effective length (TEL) 371 ft Supply BraInch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bed 2 c 1311 51 79 0.003 8.0 Ox 0 MtFx 42.3 140.0 st2 Breakfast c 1833 51 111 0.003 10.0 OX 0 MtFx 34.0 160.0 st2A Bsmnt h 6787 217 46 0.003 14.0 Ox 0 MtFx 32.0 130.0 st2 Foyer h 1020 33 20 0.003 5.0 OX 0 MtFx 9.3 165.0 st2 Great room c 1614 61 98 0.003 9.0 OX 0 MtFx 17.5 150.0 st2 Kitchen c 1676 7 101 0.003 9.0 OX 0 MtFx 17.3 160.0 st2 Laundry c 524 10 32 0.003 5.0 OX 0 MtFx 25.0 175.0 st1 Lav h 287 9 2 0.003 4.0 Ox 0 MtFx 15.0 165.0 st1 Living c 2478 139 150 0.003 10.0 Ox 0 MtFx 30.5 150.0 st2A M bath h 1805 58 33 0.003 7.0 Ox 0 MtFx 21.3 140.0 st1 M bed h 5429 174 156 0.003 12.0 OX 0 MtFx 30.3 130.0 st1 Mud h 436 14 9 0.003 4.0 Ox 0 MtFx 18.8 175.0 st2 Stair 0 h 246 8 1 0.003 4.0 Ox 0 MtFx 15.0 150.0 st1 Stair 2 h 307 10 3 0.003 4.0 OX 0 MtFx 11.5 160.0 st1 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) • (in) Material Trunk st2A Peak AVF 189 261 0.003 235 17.1 16 x 10 ShtMetl st2 st2 Peak AVF 572 614 0.003 213 23.6 16 x 26 ShtMetl St1 Peak AVF 268 226 0.003 201 17.4 16 x 12 ShtMetl Bold/italic values have been manually overridden W righ!9O 2022-Mar-17 14:37:57 ,,,,,,, ht-Suite®Universal 2018 18.0.32RSU20066 Page 1 AiCK ...mor Model B1 MAN JSD1Rimor Model 81 MAN JSD.rup Calc=MJ8 Front Door faces: NE Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 615 793 170.5 0.003 215 26.0 Ox 0 MtFx rt1 rb3 Ox 0 225 47 138.3 .0.003 210 14.0 Ox 0 MtFx rt1A TableReturn Trunk Detail Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 225 47 0.003 210 14.0 0 x 0 ShtMetl rt1 rt1 Peak AVF 840 840 0.003 228 26.0 0 x 0 ShtMetl Wrlg�'1tt8® 2022-Mar-1714:37:57 ,,,,,,,,, ht-Suite®Universal 2018 18.0.32 RSU20066 Page 2 J`CQ\ ...mor Model B1 MAN JSD\Rimor Model B1 MAN JSD.rup Calc=MJ8 Front Door faces: NE OFFICE LOCATION- � A AILING ADDRESS: Town Hall Annex ® �Q� P.O.Box 1179 54375 State Route 25 'n\ Southold,Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 www.southoldtowuny.gov PIANIl@ ING EOAIRD OFFICE TOWN OF SOUTHOLD January 18, 2022 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 91 — 94 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units# 91 —94 of the above- referenced Residential Site Plan have been completed based on the site inspection made on January 6, 2022. These units and the supporting infrastructure on site are novo 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 four(4) 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, a L)OZ Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer SCOTT A. RUSSELL �; , ° aFv MICHAEL M. COLLINS, P.E. SUPERVISOR ? } TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD '< '^a TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 .; Fax (631)-765—9015 'tiNswrg)VN:gt f'rFlt OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings January 6, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 91-94 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the driveways and the front/side lawn areas of units 91-94. The rear lawn areas of these units have not achieved final stabilization but have been hydroseeded and should be fully stabilized when the grass grows in. 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 four (4) 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, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector FIELD INSPECTION REPORT ATE COMMENTS " !� h Ave.,- 64--- FOUNDATION(1ST) G ` y FOUNDATION(2ND). ` '� I4 . . lv�'L . 1 yt t on ROUGH FRAMING:& PLUMBING 2 S tln - el y } INSULATION PER N.Y. STATE ENERGY CODE . I 101 i • FINAL. :. ADD ONAL COMMENTS. 3-a- a � c _ `C. tv 40 Ss 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 htti)s://www.southoldtownny.gov -,_Dbt9,R&eh/h0, For Office Use Only LJ ......i PERMIT NO. d Building Inspector: / I / ; , J AV, = 7 2021 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. RAPPLICAT-1110N FORBUILDINGPERMIT Date: 'OWNER(S)OF PROPERTY; Name: Rimor Development Tax Map it-_SCTM#1000- 102.01 - 02- 03 1 Physical Address: o 3aLhatuf"od.-%irlk -Lc4 ,- uA_a _aN 1113 Phone#: 631-678-2667 Email: teamalia65@gmail.com Mailing Address: CONTACT PERSON:, Name:Henry Alia Mailing Address: POBox 9O8 Cutchogue, NY 11935 Phone#: 631-678-2667 teamalia65@gmaii.com DESIGN PROFESSIONAL INFORMATION: Name:GRCH Architecture Mailing Address: 3750 Express Dr. South Islandia, NY 11749 Ph.one#:- 631-864-3395 _ Email: _ CONTRACTOR.INFORMATION: Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION.OF PROPOSED:CONSTRLICTIIONI 2New Structure ElAddition EJAlteration EIRepair El Demolition Estimated Cost of Project: 00ther $ 3001 �o� Will the lot be re-graded? OYes 0 No Will excess fill be removed from premises? E]Yes 2No -PROPERTY INFORMATION Existing use of property: intended use of property: Condo-resitclential Date of Purchase: Name of Former Owner: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? �&es ❑NO IF YES, PROVIDE A COPY. 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 aut zed inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursue Section 210.45 of the New York State Penal Law. Application Submitted By(pri n m He Alia 2Authorized Agent ❑Owner Signature of Applicant: Date: 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 day of 20 Notary Pu li PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 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 � •., �,�+, ;F a � ,? p°{r r c 47 x t Sb •. } `^ ;� e, t � w � 1 y �,�.�. rd1 AfSti ��7 ,r-� ;� ��, }�.�t};: Y r{.. a r f'd '71+. n z Da ��r,�i � ar { �s d3,• { 4 � s "',< Y i P � � '��:;R ws 1 .'q �.��;:, [ r ,7 d'r,. f4 '" -:1;. F �Z"t+ :,}, ,7d,i�Sl', X .d.,•.s� �'� 5 �„,.i �a °a.- i Id,,�i S I is �' tt+' R rsl,�. � ��d tti^.�:�°,�a�Y� �;r' �'�,iaH7 cf h., ,{- f a e I ,yt. � s•-. fi r m ,a I s s rr ;r: e,� ar '+k;'.�,.�s rs{, � 4 � a 7 t F w v' � r •a, c?rcm ^A?=m.§.�f'�P�rra�13�.�z3vyt�,fi... ,,,��h.+. �,At �'i�;2'��ru..,._ .,n"'v�x#'fie�sk fy��.'�'u 7b�^� ar^Y'�a��r�1k'° y ^ � L .r,a°C'QMµ}{ F' a:n ma a s� t,-s �3 wj JN r �.,. 3 ^'fia,+�r �' �c,7. 'n� ��•� F' r,4..n I, cr” ..•<3,�� wn*�,;�, .Fv;,r,..,��,. -�r is +> ~ti:r-..��rtr a s• ;d ,. 7 �.r, ,+*.,.. ,��z hus °P LA r ' ,b f Il I 'w )I U A [ ST r , Yp .PROPOSED NATURE TRAIL LA (PERVIOUS PAVERS) PROPOSED -. COVERIE)>--` PROPOSED 15' x 20' 15' x 20' BREEZEWAY PATIO (TYi 4 (Ti 1r PrP , 29.6' 4 . t , q , Tm 8' 4.' TYPE t v .r' .. •. .,.: g� ^£, NI b RAM I 97 XR R7- i■ I ) �- x �� St -.-tiffs ar'��w a �sr..�- �fi �t,�`�,�. �` �rt{�a Asa v'��w y'o",y'�kt,� � • zm_� ''",tf��'r �.i tly'_' _S.1`l`� `rt, . i:�l � �:ih � J 'F 2'":S�•N. xt milY�� '.L# fi'. .yx,, ,y#,� '�4��k�r 9�'' g rcxUR F a r9ta r ;. -.a ^ y f" =K'F, .--'a-�,�; r R.,a � t#`-'� z l �" '13 ..'�r,?�¢�a av1'�" �% ,a fib,3p�}s � �rz. 't., r A y s� A� � $u;�* r rafr '' � &: "r•'^�,• �`''�'� + �� ns• •.e- si M,�" a,:.,�: L''ir •.m: '".M'}�..>•.. '," a � A��i'�it `�;.arwy °4{t h t'�H� � e `.. w 5 noN , a• F , ��.. v '��.��(.� ... ,. 1g- ti�S fy -� �T�.'.�'s �3��r+� �� ' .`�.!r"'"��6t r ''1't-�5�� +' -'% st. e �it� ..tf ,�� -'` .,--' G �Ts °l .'v iF vPc'rr�sn 'vy2„ya`�:• i `... ..��;,y,u'y,ail� {uW# t! '�, d,,'�'L �, 1 .5�,. 'i{<.oP'a 3+�.t ,d 4'�4' -4tr;r 14 s ni 3 m' 110 11 x.09 AtA A 112 t 4 • 4122, 4+,�� . 40.22' .. J PROPOSED HYDRANT,— ROAD TO BE WIDENED TO 26 FT. ai AT HYDRANT (Ti 'r;; "75' BUILDING SETBACK SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref.No. 460 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkeountyny.gov APPLICATION TO UPDATE AN EXISTING 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 I FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- " Tax Ma�No.: 11000 District Section Block Lot 10 'L Name of Current Applicant: Rimor Development LLC Tel#: (631) 735-9200 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65Cgmail.com Name of Current Agent: Henry Alla Tel#: (631) 6782667 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 a lication will be re"wired SECTION 2 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: - 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 vITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#: ( ) - 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. Architect/Engineer/Surveyor's signature: Date: SECTION 4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER,04.RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I herebi ify that I have examined this complete application and the statements therein are true and correct,and that all work shall be do e i a cordance with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a sd anor u want to S210.45 of New York State Penal Law." Signature of Current Applicant/Agen Date 10�9i 2-0 Print Name of Current Applicant/Age 1-1 nr is Title Agent/Project Manager Y DEP T ENT USE ONLY Permit is Transferre ene Until Number of Bedrooms Approved AIA Signature of Department Representative Date 10—tr-_bra WWM-104(Rev.02/12) 'IPE SHALL BE 15- CPP WITH A SLOPL UF U% o STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS FOLLOW UNLESS OTHERWISE NOTED: • OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED IECTIONS TO BE A!" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. E 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 IE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. , STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. . SERVICE CONNECTIONS TO BE 1". ® 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 BETWEEN FREEZING. ' VER/DRAINAGE LINES. a 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&C AND �iAY VARY DUE TO FIELD CONDITIONS, ELECTRIC � 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 X86, OR THE LATEST 'ARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, ONTRACTOR SHALL ENSURE ALL CROSSING O BACTERIOLOGICAL :TESTING: BACTERIOLOGICAL ANALYSES OF WATER DURING CONSTRUCTION. SAMPLES COLLECTCD AFTER DISINFECTION ARE REQUIRED AT 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. Habitable. Garage Area �� Pointe °� nit Numbers Area (SF) (SF) Total (SF) 77-124 .1,999 486 2,4.85 u t 3,8,10,12,14, .,23,26,27,29, Cutch®gue, New York 33,36,39.,41,45 1,599 363 1,962 Town of Southold 17,49,50,52,54, ►8, 59,68, 72, 76 No. Revision Date AppA. ,5,6,9,11,13, 13 TOWN/SCDHS REVISIONS 7/28/17 AVL L9,20,22,24, 17. TOWN REVISIONS 6/14/17 AVL 18,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL 12,44,48151,53, 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 50,62,64; 6,70;_ _.---------- _ 73,74 - - - 9 _TOWN 7,34,37,43,55, - 7,34,37,43,55, 8 SCDH REVISIONS 3/9/17 AV► 63 65 67 69 71 1,599 380 1,979 pesjgn�db >ac �4 a �hgCkes� 7 ! ! I t^.2'�, � 'z,` � v"•-' x.a.� wi3 'i i ' c < t iG PCS„`n�C>ti�..•3"ifl;.�.'Yik.?�Y. 15,16,17,18 1,999. 4.08 2,407 Issued for Date July 10, 2015 N/A 6,188 N/A 6,188 Sc�r : 1000-102-M-3303 SUFFOLF,COI,$N m DEPAU`ilPEWT.CI r fir-- LTH SERViC'ES PUPA fF PRwn'appR d} 'AL Oe`30'iAtYS45'Aca 11�4:Ne �i'§^�uu tra DATE -Zlis n, p� �^y ra f7 •' Jr x s APP�t�Viii-) 1:° ~l a� e .•-,.-,.-� '`r -.a»�.��.�•,.�..,,. .. Drawing Number OIF NC-- AM t f r-S 114REE YEARS FROk7 faA OF APPROVAL o v, 41D I !i ria i Sheat of •..P N'tF' �(PF 9 2$di.' Project Number 29305.00 SCDHS Reference # C10,06-OU13 93 'is-1a114 NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFOREARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, w - M 438, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. Z — N O IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 1.5' n PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY N `!/Tr\ PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 5.0' J co 6 3' 6 6' PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF _J z II AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE U ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND .� Z i j n THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH r, O j V ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. W Z ¢ LLV I Q SEAL OR EMBOSSED SEACOPIES OF THIS SURVEYL SHALL NOT NOT TBBEI CONSIDERED N G THE TO BE AOVALID RS LTRU E UE COPY. 12.7' o U. ;� 113.6' Z Z Z) O NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS LU O D_ 3.3' ` OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. O2 LL W 0 r /\ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, I� 1(J U SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 20.5, 28.5' OTHER THAN VISIBLE PERMANENT STRUCTURES. S 5305'40"W 41.77' COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS TA RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED I--' IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUTTHE PRIOR WRITTEN ^ b 20.5' 28 5' PERMISSION OF THE SURVEYOR.1z W THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL w LU 1.0' N v MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER O N J M PURPOSE. . 60 Z 3.4' 12.7' O II i 0 Lp th Z ❑ m I...1 .)r--3 "1 ° Cp M O Z 1.4, 13.5' -- z _ N ( t co W o LL � z ". I a.s' = O /J co & ^1.5° o MAY 1 9 2021 8i3 6.6' 1.4' zv? zo M 43.8' w LU S 53°05'40"W 54.68' NgF L0 T_: O O163� ` `�laaaaallrrrrrrrr r ��. }�0 S 81034'23" E 67.78' o�� O. .�` `� �I poW °tee � uJ o 1 e` 4\ V O.O I �p� fez \\ �o Uco o F_ III— osos-zoz, FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED FOR 167.99' (ACTUAL) N UNITS 93 - 94 UNIT DESIGNATION MAP OF R=275.00' S52°55'20"W HARVEST POINTE CONDOMINIUM 2 L=77.85' W I FILE NO.:490 FILED September 28, 2020 �!- O SITUATED AT N Nw. � o TOWN OF CUTCHOGUE S 40052'3$" E O) CO O LO TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' *coj,,,'c1 LMSOUTIHC LD S.C.T-M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 037.000 a 038.000 S52'S5'20"w ` NELSON + POPE 19.24'�— 7 ♦ engineers •architects•surveyors 70 MaxessRoad,Melville,NY 11747. 631.427.5665. nelsonpope.com � SCHOOL HOUSE DRAWN BY: NP CADD No.:INDNIDUALS00026I LLaazs_ SCALE: 2 LANE CHECKED BY: PE FILE NO.: SHEET NO.: 0F DATE: 05-10-21 PROJECT NO.: n n n 1"=30' DII �O NOTES: I HE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM HE STRUCTURES TO HE CONTROL PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND HEREFORE ARE MODULE NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS,POOLS, O PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. M 43.8' 1 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY W PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF J 2.1' 'q 1 8.3' 6.6' Fw-W AN ITEM BEARING HE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,HE z _j - 5.0'CWit .)v W r ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO HE ITEM HIS SEAL AND .�- O Z j� U= N HE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND HE DATE OF SUCH LU LL W-'r a I ALTERATION,AND A SPECIFIC DESCRIPTION OF HE ALTERATION. L5 D' �Q n f'- } Q II II W ^ CO hO p 7.0' O 00 I COPIES OF HIS SURVEY MAP NOT BEARING THE LAND SURVEYORS BLUE INKED Q. Q tL LL p SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. D3 W co _ (n IX LL O 13.6' a NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS 0 I 12.7' N m I �w OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. IL BIT.DRIVE W/ I 3.3' O _ Z p 8"PAVER I Op LU J PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE Z O BORDER I I ?�Z CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, EGRESS p 2 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS I O C7 L) F, TMP.WELL, w OTHER THAN VISIBLE PERMANENT STRUCTURES. O LLIZ S 53°05'40"W 41,77' � l o Z 28.5' C BOX Q, 20 5' _- COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS � z ® DMH d w WU E]A/C W W RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, Q O D O W I" �I-- I OZ I ~p � RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED D- 0 E.BOX I j 2 0 w I a0 I ❑AIC D—p 0 IN OR PERMISSION OF COMPUTER OR S SURVEYOR ER SYSTEM WITHOUTHE PRIORWRITTEN m P � D BIT.DRIVE W/ 4 20.5' 28.5' m I w v f— 8"PAVER - LU J �v >p LU o l BORDER NO' WIN.EGRWELL, I = C) � � I W o Q 3.4' 00 � 12LO L=0 .7' �_ w in 0 I 0 mNcf j 7.0� 9 C)-.t'v. 1.4' 13.5' w O M Q' Q Q pw N d) LL ll.l chM wxw OU I O o_ a> ^ I_ �plln � w (n c) z aQ j0W�LL AZO m O_j 1 N IL O cq Ind O 2 2 w 4.8' cA D= p 0 '�M N 1.5' N Ow � e.3' 6.6, a c, YYY "1.4' N m W �i N b S 53°05'40"W 54.68' M _ JLO r- ul' w co N^ Lp S 53"05'40"W 106.52' co d w, DI U) w co 0) N E W a cQ R=275.00'---,- c/) LD = L=214.39' �: o .FL S 81'34'23" E 67.78' j I W \ A c I R=415.00' U L=116.80' Q o S 65026'53" E I` I Ce) 05-08-2021 FOUNDATION LOCATION FINAL SURVEY 240.02' 167.99' (ACTUAL) N 09-02-2021 SANITARY AS-BUILT FOR UNITS 93 - 94 12-17-2021 FINAL SURVEY UNIT DESIGNATION MAP OF R=275.00' ,� S52°55'20"W HARVEST POINTE CONDOMINIUM 2 L=77.85' FILE NO.:490 FILED September 28, 2020 � W SITUATED AT �- o CUTCHOGUE p N CA ;t � TOWN OF I TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S 40'52'38" E co C) Ln S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 037.000&038.000 27.03' *co' OLD � �� ® � � S52°55'20"W N 19.24' A0 engineers•archftects o s€�rveya►s Y U 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com Z W DRAWN BY: NP CADD No.:LL W 00026 IS SCALE: IJ- Q' SCHOOL HOUSE CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF 1 (7 U) LANE DATE: 01-03-2022 PROJECT NO.: 00026 1"=30' _ NOTES: I I I THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE DIO PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 3 O- - PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. CONTROL N a J T� C p p HEALTH IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, I I MODULE L4W ?Ny Mo SUFF®LkC COUNTY®GI�AY�TMIedvT®°C I"TIsP'�LTH��I�� PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED Cal o W �.- p1 Pte!y��++ apt c/C+ 6� PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF 43.8, ^O I O� ApPRQ�/AL 0 CON TRUtsTED V e®FZE'eJ I°®Ga AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE �-- W W 0i Z`? ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 'A� - 1.5' a o SINGLE FAMIL`(RESIDENCE P U/�7 I 1" WATER NOV THE NOTATION'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Z 9dq ZU �j /l✓/� ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. SERVICE o0 5.0' W 8.3'' 6.6' I Ma Date A® 6 PIT tl H.3.beef.No. /LJ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED V Z Gi"CY d SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. -J I 3 .1E LLI Nr Z LO O pti The seuvage disposal and Wafter supply facilities;at this location have been NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS I °) W U 5� Inspected and/or certified b this Departrnen or other agencies and frond to OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. I12.7' F- } 5� D 6w np BEDROOMS. 5E (� (� r 0) be satisfactory FOR A Mu UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED a68 AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. W 12 7' O- UU W 13.6' >o ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN U STONEVE SE 3,3' PLAN DATED 7121/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED N DIP3' s 24.0' >a�Oi Craig Knepper P.E. Chief TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS a 8-PAVER p $ Z� ' ' THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. Z Z O I BORDER 32.16 V 4-SDR-35 p CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR W I Ir o ^ I' Office of Wastewater Management FURTHER DESIGN. O 2 "� o f I ^ > 20.5' 28,5' I inrn PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE ly Q Q C?cq CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, DI V W {1,I �`- - ... -. ,,.., SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS E°_ E LU I- F '� �Ua OTHER THAN VISIBLE PERMANENT STRUCTURES. c9� Q W m �G GW2 C72I 0. �} COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS W m o 20.5' p, H in Fr- RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, I I Im I STONE BASE `' 28.5' W2- - RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED P/� DRIVEI a. IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN U) I D I WB8"PAV R 1.01 DIP INV. p m PERMISSION OF THE SURVEYOR I O cV 32.09 U o ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT W o LU 34 s 19.0' z� SHOWN c�" I 12 T W - 4"SDR-35 LL. I z CO ALL SANITARY PIPING 4'AND 6'SDR 35,TYPICAL. U v m °� LL W 1.4' 13.5' y??per b��9� _ � F zm > m"W m F- v _ �W L6 Z �U¢O I m O LU aI w � M4.8' C\I 1.5' L N U ��! ' 8.3' 6.6' II I 1" WATER m1.4' En SERVICE 43.8' a O� tAE•w 1, 19 PFT <� NO. 0513 �JQ- ks' LAAO r_ K ✓1 SANITARY SYSTEM AS TABLE r�r osoe-2oz1 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED FOR UNITS 93 - 94 STRUCTURE NAME TIE A TIE B r1 09-02-2021 SANITARY AS-BUILT UNIT DESIGNATION MAP OF UNITS#93-04 HARVEST POINTE CONDOMINIUM 2 ST-1 34.6' 33.0' FILE NO.:490 FILED September 28, 2020 ST-2 39.7' 28.0 _ ' SITUATED AT LP 75.7' 29.6' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 037.000&038.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S W I!I E L S O Ill + POP E UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 93 R10 1TQ14'7 1,999 S.F. 4865.F. 2,485 S.F. Af engineers•architects•surveyors 94 R10-17-0148 1,999 S.F. 486 S.F. 2,485 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com DRAWN BY: NP CADD No.;INDIVIDUALS00026_S SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 10-08-2021 PROJECT NO.: 00026 ,"=30' �,,;�g0FF0L,teo �p Dy BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD CA Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 o45 �a0�49 Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # ,)- Date I 2021 Customer Name �}��- j�tg C.u�Ch t I Q, Electrician Name m -1(Y) E 4ZG i e Address 2i 1+a.Nes� a) 2 Ln uj_-�93 Phone 5&(p f e-mail +e_a Q1 i G C05 mad.. d_ [[n e-mail M+I"1'1 . e-1 e-C � L ,q Db . d-ZW Phone (off l- (079 - a(�,(o7 License# j�D(� X1'1 C Size /�bA Phase I Overhead Underground #of Meters Remarks L w #of Underground Laterals1 2 New "H" Frame or PoleE H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid f fr7 jove. Authorized by „,�;,`'^rv, `! ` . ,BUILDINGS DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD FE6 22 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 'rogerr@southoldtownny.,caov seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au information Required) Date: Company Name: ' Name: License No.: erg ii: CC Address: Phone No.: l l� JOB SITE INFORMATION (All Information Required Name: o!'u L -1 Al 14r- Address: -e Cross Street: L04 Phone No.: Bldg.Permit#: email , sir 3rot*1 'r . Tax Map District: 1000 Section: &Q, 0J Block: o O L801: rj BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: NZ RoughIn Final Do you need a Temp Certificate?: Issued On Ternp Information' (All information required) Service Siz .1 Ph 3 Ph Size: )-15 D A # Meters Old Meter# ew Serv' - Fire Reconnect- Flood Reconnect-Service Reconnected -Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DILE 111!'I'TH APPLICATION Request for inspection Form.xis d� \� :j d4 BUILDING DEPARTMENT-Electrical Inspector fd2 TOWN OF SOUTHOlLD ? n ? (� Town Nall Annex - 54375 Main Road - PO Box 1"179 Southold, New York 11971-0959 �" ' Telephone (631) 765-1802 - FAX (631) 765-9502 `� ' ro�err southofdtawr�ny Dov seand ex southoldtownny.00v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: ' Name:_ mina License No.: 1 er�nl: trYl"- OCL Address: v (N1 Phone No.: is JOE SITE INFORMATION (All Information Required Name: n u L Address: Cross Street: L04 Phone No.: i BIdg.Permit#: 5 7 D _ email: Tax Map District: 1000 Section: 1C)Q, UI Block: . 0 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: RZ RoughIn Final Do you need a Temp Certificate?: Issued On Temp Information: (All information required) Service Siz .1 Ph 3 Ph Size: _J 43LO A # Meters ® Old Meter# Cewerv' - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground LateralsCl 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs `V PERMIT# A dress: Switches ' !�` �' '1 "1 1 1 V\C Outlets Koff W' Poxpl I'll GF►'s P_�_9 Surface lE { \ca •� 1 Sconces HH's VT I V1�v � ► f1 UC Lts I Fans Fridge HW Exhaust 11 Oven 0� W/D Smokes I DW I Mini Carbon Micro Generator Combo t� Cooktop Transfer AC 1 - Hood- Service Amps Have Used Special: '� , SD 2.9 Comments. Q ELECTRICAL 1111SPECTION REO UIREIS APPROVED AS NOTED DATE: B.P.# �72 , FEE: P,, _ NOTIFY BUILDING ARTMENT AT TRUSS PLACARDING REQUIRED 765-1802 8 AM T i. =• PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION 1`.tiC REQUIRED FOR POURED ; - -E PLUMBER CERTIFICA-17,._ 2. ROUGH FRA` =LlUMBING ON LEAD CONTENT BEFO 3. INSULATION CERTIFICATE OF'OCCUPAN'- 4. FINAL - COQ' 'JUST SOLDER USED IN WATER BE COMPLE-. .�.� USED ALL CONSTRUCT ;LL MEET THE SUPPLYS STIEM,CANNO7 REQUIREMENTS OF THE CODES OF NE1A EXCEED 2/10 OF 1% LEAD. YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, COMPLY WITH ALL CODES OF PLUMBING NEW YORK STATE & TOWN CODES ALL PLUMBING WASTE AS REQUIRED AND CONDITIONS OF ;&WATER LINES NEED ,^, ', T€O tING BEFORE COVERING UTHOL^ XIN pIANNING BOARD USTEES Must provide Manuals ® ® D, Jand Sasper NYS Energy Code OCCUPANCY OR Blower door USE IS UNLAWFUL and ductwork WITHOUT CERTIFICATE testing required. OF OCCUPANCY All exterior lighting installed, replaced or RETAIN STORM WATER RUNOFF repaired shall conform DO NOT PROCEEDWITH, PURSUANT TO CHAPTER 236 to Chapter 172 'FRAMING UNTIL SURVEY. OF FOUNDATION LOCATION. OF THE TOWN CODE, of the Town Code HAS BEEN APPROVED:.;_. PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: TABLE R405.1 � R302.12 Draftsto in In combustible construction where there is usable s ace both above and below the concealed s ace of a Section R316 Foam Plastic � 2020 RESIDENTIAL CODE OF NEW YORK STATE PP 9 P P Properties of Soil Classified According to the Unified Soil Classification System Z floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic W 2020 EXISTING B U I LD I fJ G 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 VOLUME W � E SOIL CLASSIFICATION CHANGE O floor membrane above and a ceiling membrane below, droftstopping 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 POTENTIAL ❑ q followin circumstances: the ob site shall bear the label of an a roved a enc showin the manufacturers name, the roduct listin roduct identification SYMBOL CHARACTERISTICS POTENTIAL ; �i 2020 FIRE CODE OF fJEW YORK STATE 9 and Jinformation sufficient to determine that the end u e will corn I with the re uirements. P 9 P GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, EXPANSION O = 2020 MECHANICAL CODE 0 F NEW YORK STATE 2. Floor framing is constructed of truss-type open-web ar perforated members. P Y q R 302.1.12.1 Materials. Draftsto In 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 plastic shall be separated from LITTLE OR NO FINES GooD Low Low ❑ V 0 2020 PLUMBING CODE 0 F NEW YORK STATE panels. PP 9 / gyp / the interior of a buildin b an a roved thermal barrier of not less than 1% inch sum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW Z 1 9 Y PP 9YP LITTLE OR NO FINES �/ 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, L o m w LITTLE OR NO FINES GOOD LOW LOW L- = fn V t=i 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. � {,., rovided with a 1 2 inch sum wallboard membrane, 5 8 inch wood structural ane) membrane, or a uivalent on the SP POORLY GRADED SANDS, OR GRAVELLY SANDS, ti 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- P / gyP / P q 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES GOOD LOW LOW D •� Com 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 GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM Low W +_ o N RESIDENTIAL P R OVI S I 0 N S Exceptions: against ignition using s/e inch gypsum board. SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW I) a- 0°'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 Gc CLAYEY GRAVELs, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low Z ` ID's 1p rn SECTION R101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: 0 Q w c M GENERAL Section R303 1. The thickness of the foam plastic shall be not more than 3>4 inch. SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low U LU ca M ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, T c) ti 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. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW ❑ "� C0 0° r visions of the 2020 Residential Code of NYS for One and Two Famil Dwellings shall apply to the construction, alteration, r 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 GROUP 2 SLIGHT PLASTICITY U M R101.2 The p o Y R303.1 Habitable rooms. Habitable rooms shall have an agg eg g g p p p p y g p � ^ movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. when tested in accordance with ASTM E 84 or UL 723. cL INORGANIC CLAYS AN LOW TO MEDIUM PLASTICITY, Cl� M two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Exceptions: GRAVELLY CLAYS, SANCY� YS, SILTY CLAYS, LEAN MEDIUM MEDIUM TODLow V and their accessory structures not more than three stories above grade plane in height. 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 d 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 Height above finished rade. Concrete and mason foundation walls shall extend above 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 the finished grade adjacent to the d service o ening s. 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 ali points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. fasteners an p J 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 placed against the wall until the wall has sufficient strength and has been envelope. inches above the floor level. 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 sufficiently braced to prevent damage by the back fill where the unbalanced 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 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 masonry foundations. Drains shall be provided around concrete or mason foundations that retai 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. rY n ea and 0 enclose habitable 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 U 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. 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) 9 9 section. The coatin wei hts for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exception: A drainage system is not required where the foundation is installed on well drained round or sand rav R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R305.1 Minimum height. Minimum ceiling heights of 7-0" in habitable rooms. Minimum ceilin hei hts of 6-8" in bathrooms, toilet 9 9 shall be in accordance with the material re uirements of ASTM F 1667. 9 g el 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 desi n need onl demonstrate corn liance of nonconventional elements with other a licable rovisions and shall Exceptions: 9 y P PP P 2. A shower or tub a ui ed with a showerhead shall have a ceilin 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 Waterproofin and Dam roofin Z be compatible with the performance of the conventional framed system. Engineered design in accordance with the International q PP 9 and placed in a position that is visible from the street or road fronting the property. Address identification characters shall R406 9 PP 9 0 of not less than 30 inches b 30 inches at the showerhead. .1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain U Building Code is permitted fur buildings and structures, and parts thereof, included in the scope wi this code. y contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled R301.2.1 Wind desi n criteria. Buildin s and ortions thereof shall be constructed in accordance with the wind provisions of this code using 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the II= g 3 p out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where required by the ultimate design wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. 6 feet 4 inches of the finished floor. footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. 0 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 shall be considered to be specific Where access is b means of a rivate road and the buildin address cannot be viewed from the ublic wa a monument L� u J R406.3.3 Porous Fill. The s ace between the excavation and the foundation wall shall be backfilled with porous fill u to a hei ht of ~ P 9 9 9 9 P q 9 Y P 9 P Y. , pole test of ASTM E1996 & ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or hazardous locations for the purposes of glazing. 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 backfilll heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water 0 ` ' J hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same t e of Z Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for Section R321 Elevators and Platform Lifts YP � C) opening protection. Panels shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. soil as was removed during excavation. ❑ R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall JJ 2. Where the lazin is on a wall less than 180 de rees from the lane of the door in a closed osition and within 24 comply with ASME A17.1/CSA B44. 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 1� secured with the attachment hardware provided. 9 9 9 P P inches of the hinge side of an in-swinging door. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. ,�1 TABLE R301.2(1) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be Install vents with*^ 3 feet of each corner of foundation. Section R322 Flood Resistant Construction " " GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean 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". DESIGN UNDERLAYMENT FLOOD Freezin Annual Exce tions: R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A q SNOW SPEED Topographical Special Wind DESIGN FROST LINE HAZARDS g P Zones, as established in Table R301.2 1 , and substantial im rovement and re air of substantial damn a of buildin s and ��--------111 CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED Index Temp 1. Glazin ad scent to walkin surface and rail is installed 34 -38" above landin ( ) P P 9 9 R502.2.2 Blockin and subfloorin Blockin for fastenin anel ed es or fixtures shall be a minimum of utilit rade lumber. LOAD (mph) Effects Wind bourne DEPTH 9 J 9 g' structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. y 9 �� 9 9• 9 9 P 9 ��11 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 ffoodways shall be designed R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 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 De rees Yes X 1500 R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any J g h / g P-1 �• 4 9 UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R502.6 The ends of each oust, beam or Irder s all have not less than 1 1 2 inches of bearin ani wood or metal and not less 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 baring on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon U 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 niiled to adjacent stud. P g• P 9 Y Y q P P 9 9 PP PP Y Y P 9 Y 1. Exposure B. Urban and :suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue o enin R 322.1.6 Protection of mechanical, lumbin and electrical s stems. Electrical s stems, a ui inert and corn onents; heatin ventilatin , air R502.7 Lateral restraint at su orfs. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to 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. m 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 [� 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 where permitted by the ❑ 3. Ex osure D. Flat unobstructed areas ex osed to wind flowin over o en 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 manufacturers recommendations or as shown on these drawings. O P P 9 P not more than 44 inches above the floor; where the sill hei ht is below rade, it shall be rovided 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 Design. Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re ared b a Exposure D extends downwind 600 feet from the unobstructed area. 9 9 P to resist h drostatic and h drod namic loads and stresses, includin the effects of buo anc durin the occurrence of floodin to 9 PP 9 9 P P y accordance with Section R310.2.3. Y Y Y 9 Y Y. 9 9 registered truss design professional where required by the statues of the jurisdiction in which the project is to be ode shall a I to buildin s with sto hei hts not exceedin 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 the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the required constructed. R301.3 Story Height. The wind provisions of this c pby g ry g g elevation rovided that the conform to the rovisions of the electrical art of this code for wet locations. U laterally unsupported bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be P Y P P exceed these limits as ermitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design fully opened. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to fn P R310.2.3.1 Ladder and ste s Window wells with a vertical de th reater than 44 inches shall be a ui ed with a ermanentl affixed minimize or eliminate Infiltration of flood waters Into the system in accordance with the plumbing provisions of this code. Section inc Concrete Floors (On Ground) ❑ shall be provided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits P P 9 q PP P Y R506.1 Concrete slab on rades to be min 3-1 2 inches thick. H uildin or the noncom liant ortions thereof to resist wind loads shall be in ladder or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less R 322.1.8 Fiood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall g / Q of this section are exceeded, the design of the b g, p p R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand, ravel, crushed stone 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 9 9 9 , crushed concrete or crushed H 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 the slab is below grade. (n rains e. Window wells shall be desi ned for ro er drains e b connectin to the buildin '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-drained or sand-gravel mixture soils li R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, R310.2.3.2 D g 9 P P 9 Y 9 9 U Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts required by Section R405.1 or by an approved alternative method. design flood elevation shall: classified as Group I according to the United Soil Classification System in accordance with Table R405.1. Z R506.2.3 Va or retarder. A F-,nil 0.006 inch of eth lene ora roved va or retarder with oints la ed not less than 6 inches 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-grovel 1. Be used solely for parking of vehicles, building access or storage. P ( ) P Y Y PP P J � PIP � she thin . Electrical installations shall be in accordance with Cha ters mixture soils in accordance with the United Soil Classification S stem, Grou I soils, as detailed in Table R405.1. shall be placed t�' Pen the concrete floor slab and the base course or the prepared subgrade where no base course tight against exterior walls and the underside of the roof a g p Y P 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: 2 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 vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. (� R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. 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 and 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 % 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. 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 R602.3(3). "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(1) FASTENING SCHEDULE EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R311.7.5.2 Treads. The tread de th shall be not less than 9 inches er su lement. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. DISCRIPTION IN P P PP FASTEN G (a,b,c,d) ME FIRE-RESISTANCE RATED t HouR 0 feet 1 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of WALLS R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 M inches shall be provided on stairways with solid the lowest horizontal structural members su ortin the lowest floor, with exce tion of pilin pile ca s columns, rade beams and 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL NOT FIRE-RESISTANCE RATED 0 HOURS 25 feet risers. bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMM w - - ~ °O PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >_2 feet to <5 feet R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. ON. TOE NAIL I- ai o � C4 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in ¢ w cy r` w ai TABLE R302.1(2) R311.7.8.4 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 o a ri au N EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. 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 tum. 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 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 comply with section R325.6 THREE 10D EACH FACE NAIL WALLS NOT FIRE-RESISTANCE RATED o HouRs 3 feet inches and the walkline radius is not reater than 2 Inches. Each tread shall have a de th of not less than Inches at 6. RAFTER OR ROOF TRUSS TO PLATE 9 � � P � � 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 THREE 10D COMMON 2 ON SIDE + 1 ON OTHLR TOE NAIL 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 shafl not be included in a determination of the floor 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL R302.2.3 Continuity. The fire-resistorce-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 TWO 16D COMMON. END NAIL 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 Ramps. R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. including wall extensions through and separating attached enclosed assessor structures. R 311.8.1 Maximum sfo e. Rams servin the a ress door re uired b Section R 311.2 shall have a sfo a of not more than 1 unit 8. STUD TO STUD AT R BWP) 16D COMMON AT 24"O.C. FACE NAIL p p g g 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 g, 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. O o O o O O 1. The parapet shall extend not less than 30 inches above the roof surfaces. horizontal (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall Exceptions: 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL 0 0 0 0 0 0 Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating 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. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL w w w w w as tested in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials 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. 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0 C FACE NAIL IX 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 on automatic sprinkler system / board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers 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. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL m ON EACH SIDE OF END JOINT (24'MIN LAP SPICE o attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the R401.4.1 In lieu of a corn lete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, silt sand, `� any openings or penetration:) in the roof are not within 4 feet of the common walls. building, the operable window shall comply with one of the following: P 9 9 P 9 / 9 y LENGTH EACH SIDE OF END JIANI� o 3. A aro et is not re uired where roof surfaces adjacent to the wall or walls are at different elevations and the hi her roof is clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings N P P q J 9 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 r more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof opening is in its largest opened position. 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: 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL 2. Operable windows that ore 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. 3. Porch slabs, Ste s, and ora a slabs: 4000 sl lus 5 to 7% air entrainment FOUR 8D COMMON. TOE NAIL Exceptions: P 9 9 P • P l_ R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening [�] 1. Foundations supporting exterior walls or common walls. control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear R 403.1.4.1 Frust protection: Bottom of all footings to be at least 36 below grade. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL Z 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 o enin area of the window unit to less than the area re uired b 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% W P 9 q Y 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL 2 L 0 R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies suing 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 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 SD COMMON ® 6 0/C TOE NAIL j: Building Code. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall R313.1 Townhouse automatic fires rinkler s stems. Townhouses havin a hei ht of three stories above rade lane shall be R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER J 0 0 assemblies shall extend from the foundation to the underside of the roof sheathing. equipment throughout with an automatic sprinkler system. g g g P with )2 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 v Exceptions: R313.1.1 Desi n and installation. Automatic residential fires 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 Iii 1 g P y g There shall be a minimum of two bolts er late section and located not more than 12 or less than 3.5" from the end of 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and ❑ = Q 1.A fire-resistance rating of X hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NFPA 13D. P P ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior U o in accordance with NFPA 13, R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above each plate section. Plates shall be protected against decay and termites. Z R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting grade shall be equipped throughout with an automatic sprinkler system. 8D COMMON (SUBFLOOR) supports (see note f) (,r 0 w construction of such assemt�lies shall have an 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 � ►- 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 NEPA 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 [j] z self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. MAXIMUM UNSUPPORTED device. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically ❑ w 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. Sidewafl sprinklers that are used to protect such areas wALL (� f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end � constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. shall be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY walls and 4 inches on center to gable end wall framing. w = R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply members and a maximum distance of 14 inches below the deck of the exterior balconies and decks that are AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY w 0 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 cD 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 studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus 1= 5. 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 support a maximum Z m 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 z of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or ; 3 areas. Garage ceiling: 5/8 type X gypsum board R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. where the ultimate design wind speed is less than or equal to 130 mph, 2X6 2 grade studs supporting a roof load with Z 4a < R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than TABLE R404.1.2 8 Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls 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 ( ) not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on C� � o v7 284 or 0. 723. be listed in accordance with UL 2034. center and 20 feet where spaced at 12 inches on center. MINIMUM VERTICAL REINFORCEMENT BAR 1 R302.11 Fire blocking shall be providcud in wood-framed construction in the following locations: R314.3 Location. Smoke alarms shall be installed in the following locations. SIZE AND SPACING (INCHES) R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and W - 1. In each sleeping room. intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates ❑ \ TE 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 �G RFQ 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 : I ROp f0110WS: ( (�� Do not backfill with any soil containing silt or cloy. width Of the Studs. �E FRT 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that �, 1.1 Vertically at the ceiling and floor levels. 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 & < 1 \>�� cti �S 1.2 Horizontal) at intervals not exceedin 10 feet. t�- c� Y 9 e 10 1z bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching 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 W 3. In concealed s aces between stair strip ere at *the to and bottom of the run. Enclosed spaces under stairs shall comply with 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 = >'q? ,I m n p g p fastened across and to the plate at each side of the notch with 8-10d nails each side. Folllow manufacturers : ' Section R302.7. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed s s s m a1 NR NR U : F� y 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. 10 s s ® 41 5 ® 2z NR specifications for engineered products. (figure R602.6.1) 2. Ionization smoke alarms with an alarm-silencin switch shall not be installed less than 10 feet 3048 mm horizontal) ❑ �g10 passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 9 ( ) Y 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. .. \..... �.WY(Q �............... 6. Fire blockin of cornices of a two-famil dwellin is re uired at the line of dwellin unit se aration. cooking appliance. - 9 y 9 q 9 P 4. R 314.4 Interconnection. Where more than one smoke alarm is re uired to be installed within an individual dwellin unit J B NUMBER R302.11.1 Fireblocking materials. Except as provided in Sectilon R302.1, Item 4, fireblocking shall consist of the q 9 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 9 3 MODEL A 1 Section R315 Carbon Monoxide Alarms � W 3. One thickness of 23/32 iinch wood structural panels with joints backed by 23/32 inch wood structural panels. SHEET NUMBER 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. 5. One half inch gypsum board. q M A l 6. One quarter inch cement based mioboard. V 1•1 O D EL 1 1 .l Z 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely 0 retained in place. W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGNmo ^ Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) I- 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 Z 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 W MINIMUM NAIL PANEL NAIL WIND SPEED V ult PE SPACING (mh) of the insulations 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 efastomeric material. a WOOD NOMINAL PANEL STUD SPACING REFLECTIVE RED THICKNESS INCHES WIND EXPOSURE N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage 6' DIA. 0 �, SIZE PENETRATION STRUCTURAL ( ) a wall in the where the furnace is located, a utility room or an approved location inside the buildin from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) (187 O 1 � ts (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY y pp g. N `./ INCHES O.C. INCHES O.C. TABLE N 1102.1.2 (R402.1.2) ( ) Z RATING ( ) ( 1. Galvanized steel or aluminum of not less than 0.0236 inch 0.6010 mm in thickness. w e C D 2. Plastic not less than 0.36 inch 0.9 mm in thickness. _U c Insulation and fenestration Requirements by Component ( ) ` a, cu 8d 1.75 24/16 7/16 16 6 12 170 140 135 3. Other approved materials. I" .}�� = N IT COMMON CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL P g g P EFLECTIVE C 'r J U ?N C. ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE A plastic an installed beneath a as-fired water heater shall be constructed of material having a flames read index of 25 or 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 N p o (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear R-VALUE WHITE I- .- co N . forces in accordance with accepted engineering practice. 4 EXCEPT � "� v,5 Z- .. 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 �•� ai,n T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2' 1/4" 0 sL ova- M R802.11 Rafter or truss uplift force. Q w M For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the TRUSS IDENTIFICATION SIGN STROKE U o y 4 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 ID = ti 00 roof/ceiling assemblies shall be R-30. The insulation shall extend over the to of the wall fate to the outer edge of late Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a SIGNS IDENTIFYING U M Uplift Force # 117 149 182 203 226 247 281 314 / g P P 9 P g g g FYWG THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6 IN U „ without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 mz) or solar DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECINE WHITE IN W m 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 EAND CONTENTS SHAM 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 SYSTEM BE REFLECTIVE RED N COLOR,CONFORMING TO PANTONE 0 N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl MATCHING SYSTELI(PUS)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 AFTIXED 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 ;4 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 required b the International Fire Code. New multiple single-family dwelling townhouses SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY ( ) g- Y P mandatory q Y P 9 Y g ( ) PROVIDING ELECTRICAL SERMCE 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 THE 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 THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z GLASS MAT GYPSUM BACKING PANEL 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. I OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE 0 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 combustion air. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted WOOD ROOF TRUSS SPECIFICATIONS: F- C)FIBER-CEMENT BACKER BOARD ASTM C 1286 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 � 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. 0� TABLE R703.8.1 construction documents. F- P supporting �, 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. CO Allowable Sans for steel lintels su ortin mason 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: 0 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 (EQUATION 16-8) U 1_300/4 6'-0" V-6' V-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.7 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 16-9) W L4x3x1/4 6'-0` S'-0' 4'-s` BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P q Y P Y 9 (EQUATION 16-10) 0 At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) LL v J CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced b a separate branch circuit that does not supply other outlets. At D + 0.75 6W + 0.75 S EQUATION 16-13 I- L50.54/16 10'-o' 6'-o' 6'-0' GAPS IN THE AIR BARRIER SEALED. g g P Y P PP Y (• ) ( ) Lsx3.sx1/4 14'-0' 9'-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. Z �� f` T J 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 \V) WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED 101 MPH BASIC DESIGN WIND SPEED IN EXPOSURE ❑ v 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 ROOF TRUSSES SHALL W 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 TCLL = 20 PSF PLUS UU DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: _J NBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING ORBUILD UP LOADS AS REQUIRED BY � r-1 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: ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. R703.12.2 Flashing at foundation. A corrosion-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 20PSF FROM FIGURE R301.2(6) STRUCTURAL MEMBER DEFLECTION ~ plastic with a minimum w:rtical attachment flange of 3 1/Z 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 NAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". FF--••f1 FLOORS) (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes greater than 1_/180 H P 3:12 with no finished ceilin attached 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 DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: 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 PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 9 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN O .% FLOORS: 40 PSF 1. DEPTH SLOPE construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A 0 E (IF ANY), SPAN, AND SPACING. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H 180 2. LOCATION OF ALL JOINTS. H wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch P / 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 L 3. REQUIRED BEARING WIDTHS. W every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 THE DRYWALL, AIRTIGHT AND IC RATED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF g / brittle finish /360 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. U) 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. p 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 LIVE LOAD. mortar or rout and extending Into the veneer a minimum 1-1/2 inches, with not less than 5 8 inch mortar or rout cover to 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. m C/) 9 g / g ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ❑ T 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. P4 O veneer. E4ch 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. horizontally and 24 inches on center vertically. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage from seismic provisions of code per I Exterior walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. g masonry 9 between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate ) 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR R703.8.5 Flashing shall be located beneath the first course of mason above finished round level above the foundation wall or slab and at R301.2.2 ( • ) 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 ata 1.57 psf (75Pa) pressure differential. All PRESUMPTIVE LOAD-BEARING VALUE OF SOI( 2,000PSF Per TABLE Lintels supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLY ` section R703.8. recessed luminaires shall be sealed with n used or caulk between the housing and the interior wall or ceiling a diff n . 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. uj R703.8.6 Weepholes shall be provided in the outside Wythe of masonry walls i a maximum spacing of 33 inches on center. Weepholes shall C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fre 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. not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. I_ 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. F<-• (R403) and walls closer than 10 feet (3048 mm) to a building on another lot. of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Section N1103 to Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems WOOD FLOOR TRUSS SPECIFICATIONS: F- R801.3 R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. A B B R EV I AT I 0 N S WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF z water disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation THE BUILDING CODE. W 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 D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE 2 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 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain , DTL DETAIL LT. LIGHT R.O. ROUGH OPENING p EQUATION 16-8 U 1 Y P Y P Y P Ys ADJ. ADJkCENT/ADJUSTABLE ( ) R802.4.2 Framing details. Rafters shall be framed not more than 1 r� inches (38 mm) offset from each other to ridge board or directly EA. EACH LVR• LOUVER R. RISER zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer A.F.T. ABOVE FINISH TREAD D + L (EQUATION 16-9) 0 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 E.J. EXPANSION JOINT LT. LAUNDRY TUB RND ROUND 0 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). ALUM. ALUMINUM 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. ELECTRICAL D = 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 �• MASONRY S.C. SAWCUT the ridge b a brace to .a bearing partition or be designed to car 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. < ANGLE MAT. MATERIAL SCHEM. SCHEMATIC FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 9 Y g P 9 carry P P 9 Y P P EQUAL ARCH. ARCHITECTURAL EQ. MAX. MAXIMUM SHL. SHELF TCLL = 40 PSE, 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. EQUIP EQUIPMENT ® AT MDO MEDIUM DENSITY OVERLAY SHL. SHEET joists, such as ridge beams, hips and valleys, slhall be designed as beams. NI 103.3.1 R403.3.1 Insulation (Prescriptive). Su I and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches EXP. EXPANSION ( ) Supply MECH. MECHANICAL SIM. SIMILAR TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF 1_/480 AND A TOTAL LOAD DEFLECTION OF THE 'LESSER OF L/360 OR .75". Where ceiling joists or rafter ties are not providled, 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 / designed in accordance with accepted engineering practices. 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 EE. EACH END STL. STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR T(0 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-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's BTM BOTTOM MTL• METAL SUSPENSION 1. DEPTH, SPAN, AND SPACING. Exception: Ducts or portions thereof located completely inside the building thermal envelope. F/C FLOOR COVERING CHANGE SUSP. 2. LOCATION OF ALL JOINTS. recommendations or where the effects of such alterations are specifically considered. N1103.3.2 (R403.3.2) Sealing (Mandatory). 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. • r- r �` R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be BRG. BEARING EDN. SQ. SQUARE : � N 0o supported lateral) b solid blocking, diagonal bridging wood or metal or a continuous 1 inch b 3 inch wood strip nailed across M1601.4.1. FOUNDATION (NTS) NOT TO SCALE 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. pp y y g g g g ( ) y p BRK BRICK FLR. FLOOR ¢ co N ti N ad Exceptions: TB TOWEL BAR 4.2. TOP CHORD DEAD LOAD. o � c14 ri oo �i the rafter or ceiling joists at intervals not exceeding 8 feet. BSMT BASEMENT FP FIREPLACE 4.3. BOTTOM CHORD LIVE LOAD. 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 CENTER LINE 4.4. BOTTOM CHORD DEAD LOAD. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. F.R. FIRE RATED TGS TOP OF GRADE SLAB 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 FRM FRAME OPER. OPERATOR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 1 p g TF1N TOP OF FOUNDATION WALL not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and C.J. CONTROL JOINT OPNG. OPENING 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free FT. FOOT / FEET TYP TYPICAL button-lock types. COL. COLUMN FTG FOOTING OPT. OPTIONAL T TREAD 6. EACH REACTION FORCE AND DIRECTION. 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 the vent. N1103.3.3 (R403.3.3) Duct testing (MandatoryTHICKNESS OR GAGE TR TOWEL ROD )). Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE O.S.B.OGA. GAUGE .S.B. ORIENTED STRAND BOARD 7. JOINT CONNECTOR TYPE AND DESCRIFInON (E.G., SIZE, THIAND THE DIMENSIONED LOCATIION OF EACH JOINT CONNECTOR N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) CONE. CONDITION OZ. OUNCE TRPL TRIPLE EXCEPT WHERE SYMMETRICALLY CONT. CONTINUOUS Ga-V GALVANIZED LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Se--tion R807 Attic Access or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). 1/R ONE ROD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. G.C. GENERAL CONTRACTOR R807.1 Attic access. Buildings with combustible ceiling Se--tion 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 g ONE SHELF U.N.O. UNLESS NOTED OTHERWISE 9 9 P 9 GEN. GENERAL / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK PC 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ui 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 be measured from the tap of the ceiling framing members to the underside of the roof framing members. methodologies. C.O. CASED OPENING VERT. VERIFY I 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. z z z z z z G.L. PBD. PARTICLE BOARD 0 0 0 0 0 0 GLUE LAM VERIFY IN FIELD V5 rn V5 rn V3 V5 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 PL. PLATE V.I.F. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 5 9 P 9 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 * [u w w ( ) ( ) Y PNL. PANEL DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 HDWR. HARDWARE Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have CLG. CEILING PWD. PLYWOOD W/ WBH W W M W W � inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the automatic or gravity dampers that close when the ventilations stem is not operating. C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY WD. WOOD ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing g Y P y C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR WEMBRANE ABOVE AND A CEILING W.W.F. WELDED WIRE FABRIC MEMBRANE BELOW, DRAFTSTOPPIIG SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: - members. See Section MI1305.1.3 for access requirements where mechanical equipment is located in attics. HR. HOUR PR. PAIR WO OR W/O WALKOUT o Section N1104 (R404) Electrical Power and Lighting Systems D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED / FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED A�FAARFRS N N1104.1 R404.1 Lighting and equipment Mandato Not less than 90 percent of the permanently installed lighting fixtures shall contain Orel PENNY HB PSI POUNDS PER SQ. IN. 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 ( ) 9 9 (Mandatory). P P Y 9 9 Y HOSE BIB high-efficacy lams DBL. DOUBLE PSF POUNDS PER SQ.FT. c14 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 9 Y P 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 DTR. 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 REQ'D REQUIRED METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SMALL BE PREPARED AND STAMPED BY 1.... V) 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 thepW DISH WASHER I.S. INSIDE CORNER RMS. ROOMS TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEIN 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 W 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 service an appliance. FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 2 F-4 0 KSI KIPS PER SQUARE INCH * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS 11 0 feet (914 mm) from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with on opening and a clear and unobstructed passageway large j_ O 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 RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN 0 Co 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. W w R 905.1.2 An ice barrier/ water shield shall be installed per manufacturer's 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 THE CONNEE CTECE BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE > Y D WOOD TRUSSES. W w to 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 0 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 (D 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. 0 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. ® STRUCTURAL CALC. REFERENCE WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: Cf) 9 W_ W �T 1 z 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. 0 F+1 co DETAIL REFERENCE co underla menta 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 w Y PP 4 - All applicable state & local codes, ordinances and regulations if any. ❑ Z 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 X inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be S HT c� � 0.105 inch 3 mm shank with a minimum 3 8 inch diameter 9.5 mm head, complyingwith 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 FLOOR FINISH CHANGE - In areas where the drawings do not address methodology, the contractor shall be bound to perforlm strict r r 1 c� gage ( )� / ( ) 9 co 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. _ rii � less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not # DOOR HARDWARE TYPE - General contractors and subcontractors to review these construction documents upon receipt from architect 0 CD 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 LVET DET O and report any and all discrepancies including any dimensional conflicts, immediately to architect for � m 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 G2426.7.1 502.7.1 Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. ; I W or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on ( ) 9• PP• 9 BHT SHT - PARTITION TYPEthe 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. g yp pp y g j Z Q - The general notes and typical details apply throughout the job unless otherwise noted or shown. o o < provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be G242'7.8 A mechanical draft venting system, excluding direct 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 ithe (D --- 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 fn "" ,, ' , "'""' . R 905.2.8.5 Dripedge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of dri edge shall be located not less than 12 inches above finished round level. P y P P P W : ' "G� T�f�E 9 P 9 P 9 9 1 9 P 9 9 adjustment before proceeding with the work. 0 : �% N OBE 0� overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than X 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 �; �'T 'A 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 U G ., 0 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. construction shall be of the same character as for similar conditions that ore shown or noted elsewhere on ' x , q., ti : 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 the construction document set. Q I I" �� 4 : 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. - All work is to be performed in a professional manner and in accordance with best practice and consistent C ra+; m n and 4 of this code. with manufacturer's and supplier's recommended installation procedures. _ � r e F � ti : - The architect has not been retained to perform framing inspections and or field inspection. The architect U � ��_. 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 P 9 P / P � -]I in 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 is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing : , 11 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. ❑ �� Section R1004 Factory-Built Fireplaces building. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ` - Yo : ______ : REGULATIONS , 8 NYCRR 69.5, ENTITLED "SEALS-, AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE R 1004.1 Factory 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 (" :... ................................................ 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 A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING A 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. 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 2 0 1 6 0 2 3 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 elostomeric UNITS 9 3 MODEL Al ) 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. 1--12 ; cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 1712) throughout d the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 9 4 MODEL A l Z0 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam U) thickness and installed R--volue shall be listed on certification provided by the insulation installer. W W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HHB NOT ALIGNED WITH RAFTER, H 65-W X 24•MN CONNECT KING STUDS TO TOP PLATE ATTACH TO PJCXI PAR ROOF FRAMING YRAP I-1/4"X22 6A.6ALV.COIL STRAP Z 06-70 X it MIN OF 6PPOS146 RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb L E ArrAOli TO EACH PAR 2x AC-0 LEDGER 1^V 2-3/8"x5'LAG DBL.TOP PLATE CRIPPLE STUDS RAFTS R06F RAFfFR R0P BOLTS a I6"Or, INTO STUDS Ib OG. V ` SEE PLAN Sm PLAN 2X BLOCKING 51MP50N STRONG-TIE ani • A55 o EVERY RR AT 2 END BAYS 2X4 STUD WALL OR SI,P.,ON SrR" SAPSM STIR" CEILING J015T OR W 5 ,6END� � _O � � :01 51MP50N STRANs TIE H2 8D NAILS -TE TE lib ' -- TRU55 BOTTOM CHORD SIMP50N H2 CONNECTOR a EA. _ ` 8d NAILS TYP. RVM STRAPS%U-DE ATTAW r0 EACtt PAR OF OPPOSNB RAFTS. ALTERNATE TO RIDGE STRAP, SIMPSON EV STRONG-TIE �� ~ � @ v TYP HN3® EVERY RR RAFTER TO STUD AND KIN65 tFXG6TM:RPM STRAPS ARF NOr REND WI-EN CALAR TIES C,F PROVIDE 2X4 COLLAR TIE AT U ' V � FOR USE Wfll 51U7r AFS USE IN GONBINATION OFI Y WF$I 51U7� AIS NOMNAL Vi GR 7X4 LLIM ARE UZATEP N Tit LPPHt T111RD GF Tff WPM THIRD OF THE ATM SPACE (WF�N ALIGNED) � N po NOT AL16N ATTIC,SAGE AW ATTAaEP TO EACH PAR 6F RAFTERS W/440d PAIS W/4-I0d AT EACH RAFTS GS-22 STRAP AT � '~ ,N} fn y'5 Z ,RAFTERS ALIGN `RAPTH25 DO FAGH STUD,5>E£ Z V d•5 �� LS026 FOR 2x6 DETAIL 4 [R L §,�._ M L.SU28 FOR 2x8,2x10,OR 2x12 0 Q W c M m FRAMED G U M `�co WI OR ❑ -R I DOE STRAP DETAIL / -RI DC E STRAP DETAIL LU25 a N STRONG-TIE oR DOOR co "' 2x4 OR 2xb (FOR CATH.GL65 WITHOUT DOLLAR TIES) / (WITH OR HITHOUT GOLLAR TIE-5) LU28® EVERY GJ STUDS® I6'O.G. rrnn 2x AC-0 LEDGER H/3/8"x5"LA6 NO SPECIAL FT V d 2 CONNECTORS REQ ao'a'olsr. 2 N.TS. LOCATE AT // ✓ N.TS. LOCATE AT EVM;ZY RAFTER BOLT 6 16" Or, INTO STUDS " IN THIS AREA '- 5fvP5ON STRGN6 5hP5ON STRONG STRAPPING TO BE i-I/4 X22 6A. 6ALV.,SEE DETAIL 4101.ALL STRAPPING S-TE HO -TE LT5 / GABLE END WALL TO BEAR A MIN.OF lo"ON FRAMING. N G� Arrtllp m y v-`� F Al // PORGH ROOF 8D NAILS TYP. / f--OR L15E H4EN STUDS AND USE IN C"NATION HHEr STUDS ANDTRAPP I NO DETAIL D T L AT ATTICz @=�� 5,�.I6N �(-'�j pO N.TS. I I N.T5. STRAPPING TO RUN ONTO RIM JOIST,SEE O DETAIL q/DI(ONE STORY)OR ONTO STUD 4) ROF RAFTER HURR I DANE TIES IN, \ v AT WALL BELOW(TWO STORY) I \ ' 2T� LOCATED AT EVERY ROOF RAFTER \ � ATTI G '' o • 5TRAPP I NO DETAIL U l �1 POT PO I2 FOR FRAME GONNEGTI ONS o � /� • � DI N T5. UL /1J J /"� MSTWSD9 O l r J 2ND FLOOR /� �� (2)2x M . . 4-I6d FACE NAILS FROM Z \V 1 / STRAP OR 4x PROVIDE 3 X34 X3 WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ \J M5TG48p'� 5EC)RED BY HOOD SILL PLATES. COLUMN P05T TOP A4NGHOR � �� SLS 51MP50N PAB OR 5B ANCHOR BOLTS MAY BE U5ED IN LIEU OF BND LBNeTH / LOCATE AT EVB2Y GOLLIMW 61RLD1:R CONNECTION H/2"LP THREADED ROD W/WASHER PLATE. PROVIDE 3'X6'X.036'6ALV.STEEL PLATE VV �.MIN. 1 / N.TS. EW 6F 6-80 NAILS AT CORNERS AND INTETL5EGT1N6 (4)NAILS MK IN , 'I r- -� NALS - nLENGTH(tea i l T �_�NAIS 12-80 NAILS AT AT BUTT JOINTS IN STRA16Hr 51MP5ON L5TA12 STRAP W/ WALLS. 3'XI2'XA36'GOLD.STEEL PLATE W/ � WALLS F'✓FERE THERE 51N6LE PLATE OR FEARER 2X6 KING STUDS NANJi EACH JACK STUD i---I AFAR�� I I REQV 5-IOD NAILS EACH END AT GUT LBN6T11 \ / PW 24'MINIMUM LAP SPLICE ONE AT SPANS UP TO 6 FEET I I TWO FOR SPANS 6 TO 12 FEET Q FROVGE MLN EW 2-1/S 5/6"4) A301 ROD THREADED b"BOTH ENDS. THREE FOR 5PAN512 TO 16 FEET 2X6 JACK 5TUD5 ICON)= .� " " 12-160 MIN.NAILS G b N�-GENE 3/4 AND I RDD AT SIMP50N STEEL STRONG WALL,SEE PLANS ONE AT SPANS<6 DKrANCE T� EW LENGTH IST FLOOR BOTTOM AT ALL SPLICe TWD AT SPANS FROM V TO 12' I- W q'� � UNLESS rNOTED OTHERWISE ON PLAN SIMPSON POST BASE � " " . � 1-1 1 ABU44 OR ABU66,SEE PLAN 2X3/a X3 WA5HER PL W/NUT EACH 51DE (r 1 NAILS M G5-22 COIL STRAP I UPPER STORY SHEAR m - -- WALL TO 61RDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR WALL ❑ FLOOR TO f-LOOR TIES I l BELOW GONNEGTION W Q qk=T-5. EOR 5ET BACK HALLS HDU HOLD-DOHN5 AND 5TRON0 HALL DOUBLE TOP WALL PLATE SPLICE DETAILHEADER GONNEGTION LOCATED AT EVERY STUD \ BOL HOOKED ANCHOR BOLT hU T' \ FOUNDATION MINIMUMB�hENTOREXPAN51ON 13 N.T.S. I4 I5 I61K.T.r7. 11�� NO - ( \ BOLT VV 5'N11NIHf1M EMBEDMENT N.T5. N.TS. r , WL STR"UNDffi2 SIEATMN6 PROVIDE 8d GGH,A4(.N(O.Iq x 25 I")NNS. \ v GEL STRAPS ova allTHINFi PROVIDE:IOd GAAdON(ON x'1•LONG)Wu 5. I \ I \\\ 6 GOLUMN P05T BOTTOM ANCHOR Q LOCATE AT EVERY C 0U~ CONNECTION ALLOWABLE HOLES - To 1W VAI",Tac SD NAIL o b"OIG AT ALL PANEL EDGES 160 NAIL®24'0/G Z \ �M�T°� I6DNAILo24"o/G LVL Headers and Beams As I m wrcu HIP RAFTER, YA 056 OR PLYWOOD W 51M750N HGP HIP SEE PLAN 5"IrATHIN6 Microllam® LVL � CORNER TIE INTERIOR 1.3E TimberStrand® and depth U NOTE=WHERE 24"WIDE MINIMIM FULL HEIGHT (4)NN MN N LSL hole zone Paraltam®PSL 2 x diameter of the WALL RETURN G PROVIDED AT ENDS CE I LBJ6TH hole zo largest hole(minimum) O BRACED WALL LINE THE 6"HOLD"MAY I `, BE ELIMINATED. PROVIDE TWO(ONE AT EACH 1�4, b SIDEJ CS-22 STRAPS PER DETAIL 4 IN LIEU OF I I Mm(MR) '�;� SD NAIL®6'01G LSTA36 STRAPS SHOWN IN THE DETAIL NAIL SHEATH N6 TO � ' X12 ° o AT ALL PANEL ED6E5 INTERIOR d SILL PLATE H/8d 2X AGO 511.E PLATE. DOABLE o - T NAILS O 4'0/6 51LL AT FULL BASEMENTS EXTERIOR 6YP5UM BOARD o 0 0 J T'MINIMUM 5/8 DIA STEEL ANCHOR - _- _- E�MENT BOLTS MAX 2'-O'OL- 65-22 COIL STRAP zw isnw T R*Tm BMEMBERS NOT AT PANEL EDGES EXTEND BOLTS MIN.T'INTO Microllam® LVL and FON KIT14 716HTENED I UT s cam. allowed hole zone 3'x V WASHER TO EACH BOLT. (7)1 x i AYQ ,hP�,ON LTP4 PUTS WUID TO middle Y span --LSTA36 W/to IOd NAILS PROVIDE TERMITE SHIELD SILL SNP"MOL MW 15/32"05B OR •4 GONTENU0115 BAR SEAL AND MAINTAIN 8'MIN. PUTS RM MD SILL PLATE 0 li 0/C, Ar W"wase VM IN51DE CORNER OUTSIDE CORNER INTO STUD ABOVE AND VAIEY MCK WIT-1WTs r` r r' LOCATED 2'TO 6' D 6 d 1.3E TimberStrand® LSL allowed hope zone d uj � ti - ro FROM WD TO FINISHED GRADE � � eFLOW(2 EA"GH4 GORENl3z) FROM TOP of WALL LUL As I rA ��wrcu PLAN VIEW PLAN VIEW o � N ai ro N NOT'E� Tall=2,g8o# 5�FOUHOATION PIAN COIL STRAPS UNDER SHEATHING PROVIDE 8d COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP Cts General Notes a N N � N aq STRAPS OVER 5HEATHIN6 PROVIDE,IOd COMMON(0.131 x 3'LON6)NAILS. EXTERIOR GO NER HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly/loaded PLATEHIP GONNEGTION l/I� DEPTH HOLE SIZE headers and beams only. nd STORY GORNER GONNEGTOR5 TYPICAL ANGHOR BOLT 5TUP TO RIM J015T TO 51LL PLATE 5TA-YAP NO OR GALLEY HALL I�RALMINO y 438' 1" • Round holes only 5Yz" 1%4' • No holes in cantilevers. LOCATE AT E\/ERY 5TW N.T.S. (� IlLT5 18 7Ya"to 20" 2" • No holes in headers or beams in lank olrientation. (4 See illustration for Allowed Hole Zone DO NOT cut,notch or drill N.TS. LOCATED AT EVERY CORNER N.TS. LOCATION AS NOTED A.T.S. N.TS. .TS. p holes in headers except as Indicated in illustrations and tables. A MINIMUM OF TWO BRACED WALL LINES(BHU ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BHL..S SHALL NOT BE SPACED Z Z Z Z Z Z EXTEND®STRAP AND WAND SFEATTiNFi fl ExTEAL1=v STRAP AAD WALL SHEATHING fl 0 O_ O_ 0 o 0 MORE THAN b0 FT APART. WALL5 WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. BVI..LOCATIONS ARE TO TOP OF PONT'WALL IF USS I I TO TOP OF PONY WALL F USED I I cn (0 of co co co INDICATED ON FLOOR PLANS � �� NOTE �"I( 5 5 5 SMx�GN 17fTIZ HI0.DOf+M AT GS-MrSP DRALE� 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE w w w WALL t?D PAN95(" Al HDU A5 WACM A BRACED WALL PANEL(BHP)SHALL BEGIN WITHIN 10 FEET OF EACH END OF A EHL. THE DISTANCE BETNEEN ADJAGENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER IX m IX M W ® W VW"#EL GETALS G MDR EDGES OF BHPS SHALL NOT BE GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BHP ON EACH BWL EXCEPT AT ® HALLS R Ib FEET LONG MAY HAVE ONE 48"OR LONGER BHP. BHPS ARE TYPICALLY GS-H5P SHEATHED BRACED HALL PANELS m (TYPE A)OR 6YP5UM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN INHERE BHP TYPES A 3 I/2'WIDE LVL IfAD>Bt(5t3 FLAW Cl ® S-IOD W�LS AT DTTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREhENT5 OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. lat"NLi0U5 TO OUE5IDE OF PANEL L0 ® BHP TYPES ARE INDICATED ON FLOOR PLANS. N ® -3/8'(P THREADED ROD ® z z G5-W5P GONTINIOUSLY SHEATHED BRACED HALL PANELS(TYPE A)SHALL MEET NOTE. WHERE 24'WIDE MINIMUM FULL HEI6HT THE MINIMUM LENGTH REQUIREMENTS OF TABLE RbO2.105. NAIL 7(a'MINIMUM WALL CONTINUOUS IIV4 MIN DEEP HEADER TO coRn"JOUS IIV4"MIN DEEP HEADER TO WALL RETURN 5 PROVIDED AT ENDS OF 5HEATHIN6 HITH Sd NAILS o 6'0/0 a-+ 5)AND 12'0/0(FIELD)AND PROVIDE 2X OUT51M KIN6 STUD(SEE PLAN OUTSIDE KING STUD(SEE FLAW Q PINE..Me F_ GS WSP BRACED WAIL LINE THE BooK BLOCKING AT ALL UNSUPPORTED PANEL EDGES. PROVIDE 800 POUND HOLDOHN FASTEN J'5HEATHIH6 To HEADER W/ FASTEN j'SHEATHING To HEADER W/ ' Z HOLDOWN MAY BE ELIMINATED. PER DETAIL A OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE a bD NAILS 0 310/6 IN EAGN DIRECTION a 8D NAILS 0 3'0/G IN EACH DIRECTION HALL MIN PANEL EITHER A 24"MINIMUM FULL.4E16HT HALL RETURN OR A 48"MINIMUM BHP. ua SIMPSON LSTA24 STRAP ON BOTH SIDES AND w SIMPSON LSTA24 STRAP ON UNSHEATHED HE16K(FT) WIDTH'L' TRIM TOP OF PANEL AS REMO 2 � CCD TABLE RbO2.105 MINIMUM LL=N6TH REQUIREMENT5 OF 65-WR EACH of HEADER TO JACK STIR W/16-1OD NAILS FADE W/I6-IOD NAILS 8 32' 6 114.505 SCREWS Q 13- w m CONTINUOU5LY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE To WADER W/2 Z � FASTEN TOP PHATE TO HEADER W/2 q ROW5 OF I6d NAILS 0 3'O/G 1� ROHS OF I6d NAILS a 3'l0/G 10 34" PORTAL STRAPS I/2'FROM L3O6E ON W f 1 W WALL AJAGENT CLEAR MINIMUM LENGTH OF O S O s II 38" BOTH SOB(4 STRAPS PER PANEL) > 1�1 Y HEIGHT(FT) OPNG HE16HT BRAGED WALL PANEL (2)JACK STUDS MIN.OR PER PLAN (2)JACK STUDS MIN OR PER PLAN 12 42' W w �SIMP50N CM COUPLER Nl'f (64' 24' 0 _ ¢ H- H 8 64'"TO 80" 32# O BLOCKING AT PANEL ED6E5 O BLOCKING AT PALL ED6E5 BLOGKINN6 AT PANEL ED6E5 SIMPF�oN SI-EB STRONG-WOVE 56 Z U � 80 TO qb 36 H H PANEL,VERIFY PANEL l5 PLUNffi <b4" 21' GYPSUM BOARD "6B"BRACED HALL PANELS(TYPE B)SHALL BE PANEL SHALL HAVE A U245TH V OF NOT PANEL SHALL HAVE A LENGTH t OF NOT � C7 LESS THAN I6'FOR 8 Fr WALL,I8'FOR 4 I� LE55 THAN Ib'FOR ONE STORY AND 24'FOR w 3/8'0 ANCHOR BOLT OR 48`MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE O v FIRST FLOOR OF TWO STORY APPLICATION. NOTE.DETAIL APPLIES TO W ~^ i, O q 64 TO 80 30 FT WALL,AND 20'FOR A 10 FT WALL 5ff ADFESNE ANCHOR 80"TO 16, 41' Rb02.lOS."SEGUREYs"6YF'SUM BOARD HIT136d COOLER NAILS, PLAN FOR ACTUAL LEN6TH. 5>E PLAN FOR ACTUAL LBNSTH. BOTH ENDS OF HEADER. 0 !� Z R b4" 30' .0415 X IYe 6YP5UM BD NAILS,OR.098 X 1%'ANNULAR RIN6E0 IF VUDTH TO HEI6K DIMENSIONS ARE �L E 1lIDTH TO HEIGHT DIh1ET51oN5 ARE co • • 10 64'TO 80' 30' NAILS o l'O/G(ED6E5)AND 1"O/G(1=IEI 0). BLOGKIN6 15 NOT EXCIEEVED THEN DETAIL"F'TO BE USED. EXCEEDED THEN DETAIL'F'TO BE USED. • !•' 80"TO qb" 38" REQUIRED AT UNSUPPORTED PANEL EDelE5 WHEN PANELS ARE „ N N41€ ❑ w INSTALLED HORIZONTALLY. PROVIDE J015T OR TRLI%OR FULL _ INIF CONTI 10PEN 1.6 HEADER THEN IM15 KED OVER WALL U 'Partial credit for panels 36"to 48"wide per RbO2.1052 HEIGHT 6LOCKIN6 DIRECTLY ABOVE AND BELOW TYPE B HALLS. X BRAGIN615 NOT REGO TYPIGAL HOLDOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD ONE AMD KIN6 STUDS ONE JACK AND KIN65TUD5 "L" EQUAL TO F H FASTEN 7/16'SNFATHINN6 TO FAGH STIR � FASTEN T/I6'S1{E4THIN6 TO EACH STUD Two KIN6 5TUD5 Or > I2 /'jam STUCTURAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" -TYPE B u- AND SILL Wr 8D COMMON NAILS o 3'O/C, AND SILL HU 80 COMMON NAILS o 3.016 P: FRAMED FLOOR A B O O FASTEN VI6'SHEATHNS TO STUD Z r ) NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/bd NAILS o 4'OX V J W N.TS. PORTAL DETAIL'G'ONLY APPLIES SHP50N HIA5 HOLD"W/14-V4'5D5 SIMPSON HOU2 HOLD"HU 6-114 TO 2 FT TO 0 FT HIDE OPBNIN65. SCREWS N DOUBLE END STUD 505 SGRE^5 IF NO FLOOR ABOVE. Z _ TABLE 602.10.3(1)BRAGIN6 REQUIREhENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO FDU4 HOLD"W/b-U4 505 PAIS TO SIT DIRECTLY ON TOP OF HIND SPEED,F�05URE B,30 FT MEAN,ROOF HE16HT,10 FOOT REQUIRED LENGTH OF HALL BRAGIN6. 2-1/2'0 ANCHOR BOLT OR EXPANSION SCX BNS IF FLOOR ABOVE. CONCRETE FOUMDATiON WALL W / C� 0 .............. BOLT HI'M VXYXs,(y'PL WASHER ShP50N DTT1Z HIG.DYNNtJ AT(frw`J'DRA(.ED WALL HEIGHTS,AND 2 BRACED HALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT OVER 1!20 ANCHOR OR EXPANSION BOLT WALL ENP PANGS(TYPE A)tFU AS RENEW BASED ON SUPPORTIN6 FACTOR 2-1!2'0 ANCHOR OR EXPAN510N BOLT ` c ®I AT DRAT P WALL PETALS G AAD D. CONT N4 BAR CONT IN TOP OF CONCRETE CONCRETE •4 BAR CONT IN TOP OF CONCRETE \ t y y STORY BWL SPACING METHOD 6B #3 TIE 0 5HEATHIN6 EXPOSURE GATE-60RY ONE STORY G 12 FOUNDATION FOUNDATION FOLWNPA71oN k- ='. -A 0 , , , 04 BAR GORT IN TOP AND BOTTOM TDP ID 2S 55 OR i� C7 S-IOD NAILS AT DTfIZ FJ4'05lARE CATEGORY ONE STORY D 15 '0 EXPOSURE CATEGORY THO STORY G 1.3 ��pI�T SEE DETAIL L 19� OF CONYRETE FOUNDATION SIMPSON BOLT OR e�PAM-0 A14CHOR ROD, � <r� 0 TOP 20' S.0' 10.0' EXPOSURE CATEGORY TWO STORY D I b Ex7ET0 ` OVER RIM J015T PAB5-18 ANCHOR BOLT OR V THREADED SEE DETAIL 15/01 = OVER ROD W/WA51�t PLATE,SEE DETAIL DIU1 0 �z;j�/ i 0 , ROOF EAVE TO RIDGE ROOF ONLY 15 FT 13 P� �bE HALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO IS FT WIDE OPENNN65. (n I TOP 30 1.0 145 FRAMED (U �. ��ln C` ROOF HAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS COMRIBUTIN6 LEN6TH OF 48'TOWARDS R602.10.3(I)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS ` O� TOP 40' 9.0' 18.5' ROOF EAYE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REa MREMENTS FOR BRACED HALL PANELS AT BRACED WALL LINES. WNL TO 1.9E CONTRIBLMNS LENGTH OF 48'TOWARDS RbO2.10-%)MINIMUM LENGTH S AND FOR To ❑ ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 LEW ON FIRST FLOOR APFi.ICATIM ONLY. REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WAIT LIMES. ACTUAL HORIZONTAL TO DETERMINE PANM SIZE N D A LOAD ANDS FOR ION -- - TOP 50 II.O 23.0ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ... . ................................................ ROOF SAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP 60' 13.0' 21.5' ,l it J NUMBER WALL HE16HT ANY STORY 8 FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABW SIMPSON STRONG WALL 3/8'OANCHOR BOLT OR , HALL HEIGHT ANY STORY q FT OAA DETAIL - TYPE E DETAIL - TYPE F �S�ANCHOR BOTTOM of 2 l0 5.0 105 HALL HEIGHT ANY STORY 11 FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D HALL HEI6HT ANY STORY 12 FT I.I BOTTOM OF 2 20' 9.0' 19.0' NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 E NOT TO SCALE PER FIGURE R602.10.6.1 F NOT TO SCALE PER ENGINEERED METHOD w2016023 °o' g •`° N1h>BER OF BEd.PER PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 30' 13.0' 275' Nlllf�OF BPL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40 17.0 36.0 N1MIBER OF BVL PER PIAN DIRECTION AT STORY 5 OR MORE Ib GYP BD FINISH OMITED FROM INSIDE FADE OF BWP 1.4a HOLDOWN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD C5-H5P ONLY (_2_1_ BR CED ALL PANEL DETAILS z 60, 25.0' 525, GYP IFASTENING ANY STORY 4•Q,G o., UNITS 9 3 (MODEL Al ) & 4 M DEU) BOTTOM OF 2 N.TS. APPLIES TO METHOD 6B ONLY D-1 NOT TO SCALE �X g Q L ,� 1, U) W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- ^ , W n" g E v W.1"x'4"CILG1C6J6 TYP.DfTI5ZIGR WN1 QQ 4NNNNNJ C 1X4,OUf bEtR5® I6"Ob.- 1 mvw SGFfiIf 6 1 k 0 RID6E5 TO ALIGN MOISE5 TO A116111 (2)2"xi"DI1X,1(NC� 1 1 PWI-� x6xS .�• N} wvse VENT ' RIDSE VENT by rar OR EQUAL U) ,� u'Z Z U rx$"'RM Q � M Lu ARCHITECTURAL.SHINGLES c TYPICAL ROOFING, I"xi"FASGU U o y 4 TYPICAL ROOFING, ARGHIII:GTURAL 51NIN6LE5 ❑ = M co 15NI FELT V40ERNAYMENT 15#FELT UNDERLAYMENT I/1"PI YWOGfl�f1VTtiN6 (� ^ 1/2'PLYWOOD 5FEATHIN6 I/2'PLYWOOD SHEATHING 6'AZEK TRIM 6'AZEK TRIM rx C TRIM rr�n I V 2 AI.I 12 A" b" a 12 9 12 12 DENTIL BLOCK ODTLBbx6xb DEITIL BLACK#Vn B6xbxb 12 9 712 13YOR�A BYrrMW OR�A12 r GABLE END DETAIL I b'AZFK TRIM - ... yl2 12-`^-�^ b'AZEK TRIM 6. pIH, TO., iD-L12 12 tp SOH. Oft, 'r Ik T AZEK RAKE BD MU m m `� 6'AZI TRIM m m IN 8''AZE RAKE BD W/ r N.T.S. AI Z �^ IN 3'AZEK TRIM iTfP) 12 12 IN 3'AZEK TWM(IYP) ` O .i.�.12- c Cl b'BLIND 15A5HINI6 Fs ROOF BREAK ROOF BREAK 6'HIGH BLINDb'BLIND FLASHING � U FlA5HI% STANDING SEAM ST METAL ROOF— FASCIA BD I Hill 1 11 11 METIAL ROOF r+ - - xe - - Z BEDROOM M2 PL HT b'BLIND ALIGN ALI6�1 6 BLI BEDROOM#2 PL HT 0 I'-0' I,-0, o FLASHING T FASCIAS FRIEZE BD. FASGIASPLA5HIN6 0. -0' U OH.---mac �' OH. OIN, LL Ln YIII 111 11 11111L I, Imo' Imo' � !FI I z m ®I I® ® ® ® rxa' 11 1 E] v Q q TRIM BD I I 4® RIM OVER TBD = a 4 J OVER GIRDER Q 4 4 I 1 4 a' 4 L-III[ItIl IF Ll ;m FIN. IST FLOOR I FIN. IST FIN. ISTIL H ELEV= 0'-0= — - FLOOR OOR ... FIN.SVP�R u IO'SQUARE H846 PER-1A CA5T bxb P.T.P05T NTH SIMPSON bxb P.T.POST WITH SIMPSON10'SQUARE HBt6 PERM CAST O 86523/6 POST GAP ANCHOR t I I I I I 1 86523/6 POST GAP ANCHOR t I I A •'� COLUMN H1446382 W/SQUARE COLUMN X46382 W/SQUARE FLAT CAP t BASE(OR EQUAU I SIMPSON BASE I ( I I I I 5IMPSom A A��ca�) I FLAT GAP t BASE(OR EQUAL) I H -CORNER COL"TO BE -CORNER COI_"To BE W PROVIDED W/SMUT KIT I I I 1 I 1 I I PROVIDED W/5PUT KIT I `tel I I I I I I I I I I 9 m (� "Ill 85MTFLOOR_ - - - - - - - - - - - OL - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - _UFFINBSMTHOOR — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r _ U FRONT ELEVATION FRONT ELEVATION � 3 b = I-0 3 b = I-0 UNIT 94 UNIT 9 3 U Z W MODEL Al (HOLLY) MODEL Al (HOLLY) o 0 RIDGES TO ALIGN RIDGES TO AU61 q\ r r ti r 00 rj o ri RI06E VENT 4 RIDGE VENT 2 t 135t 135 CRICKET CRI 05 =135 CKET BEYOND t I N a.I I2 50 05000 050 121 12 1-0' I-0' I-0' 12 12 12 Cil w Cu GJ w Cu INSTALL ICE t WATER SHIELD OIN. OH. 12 12 Ofl, off INSTALL ICE t HATER 5HIE1D w w PER MANUFACTURERS 12 T 12 12 12 PER MANUFACTURERS SPECIFICATIONS TO MAINTAIN SPECIFICATIONS TO MAINTAIN �p r.—.n PRODUCT Ix8 FASCIA BD. T o �.�.�...®.. 71N b'B) ND 8•A� 5'BLIND Ids o ti4IE=_ •�FlA5f1INS �4 � FRIEZE W. °LASNI APPLY ICE t WATER SHIELD IN FAIR c� APPLY ICE t HATER SHIELD IN FAIR HEATHER HEN THE AIR,ROOF DECK AND WEATHER NO THE AIR ROOF DECK AND Mlff- E ARE AT TefERATURE5 OF 40'F MEMBRANE ARE AT TEMPERATURES OF 40'F If 11 11 1 11 11 1 1 1 W (5'C)OR HIGHER. (5'G)OR H16HER BRKFST PL HT _ 5TR BORM MS7R BDRh1 BRKFST PL HT _ _ __ Z I'O' I'-0' — — I'-0' I'-0' w OR I'-0' I'fi" 11-6' I' U OH. OH. OH. C7 11 aH. EXTERIOR HALL � �J L FF7771 T1 Ex�rzinR ww i O m -HARDIPLAPK 5HIN6LE 510IN6 7 ® ■ = TT VEK ORE EQUAL SIDING w � _ - -- - -°- Ip-0N' 014. , ; -TYVEK OR EQUAL ; (rte W -TYVt3;OR EQUAL - I/I6'OSB SHEATHING rs >i r= I 5 -9/I6"O5B 5HEATHING U -2x6 WOOD STUDS a Ib'O.G. t� ii' - ! -2x6 WOOD 511 D5 a 16'OL. w W -6'R-21 BATTS I v 4 g N Q 4 N Q !� Q -6'R-21 BA1T5 ` U Q 2 Q Q _ Z GARAGE - QLj � o � a' � HALL BEYOND. w 00 rrr 11111 L11 1110 W z I ; � a FIN. IST FLOOR IN. IST FIN IS I ' FIN. IST FLOOR ❑ w ELEV= O.-C), - oo ELEV= O'-O" 2020 NYSRG-624278(503b) W VENTING 515TEM TERMINATION LOCATION: = N bxb P.T.POST NTH SIMP50N . I r g I I r---�--11 I , THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN 10 SQUARE HBt6 PERMA CAST III I III 10 SQUARE HBt6 PERMA CAST bxb P.T.POST NTH 51MPSON INPUT OF 6,000 BTU PER HOUR f3KW1 OR LESS 5HALL BC523/b POST GAP ANCHOR t I I ( I I Ix4 AZEK TRIM 1 I I I Ix4 AZEK TRIM 1 I I I I II I I I I 1 1 86523/6 POST GAP ANCHOR t I BE FJ_- C7 SIMPSON ABU66 P05T BASECOLUMN M6382 W/SQUAREJ III I III I I I III COLUMN X46382 W/`,QUARE ASE LOGATW AT LFA5T 6'FROM ANY AIR OPBNM6 INTO A A� j I I FLAT GAP t BA5E(OR EQUAL) I I I I II 1 III I I I I I I I I I I III I I FLAT GAP t BASE(OR EQUAL) I IppLySIMPSON ADM �8 I BUILDING,AND SUCH AN APPLIANCE NTH AN INPUT OVER lOpOo 0 In -CORNER COLUMN TO BE I II 1 II 1 1 II I III -CORNM COLUMN TO BE BTU PER HOUR BUT NOT OVER 50,000 BTU PER HAIR SHALL BE z PROVIDED W/SPLIT KIT I I I II I SII I I I 1 � =, I I I I I LIE ( II I I I I PROVIDED W/5PLIT KIT I I 1 INSTALLED WITH A 9 INCH VETT TERMINATION CLEARANCE AND ILL NDOWI I I I I Q Q 1 I I I LNC- -J I I I I I I AN APPLIANCE WITH AN MIT OVER 50MO BTU PER HIM Z � � Q LL -- SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION U ------ I I I � 0 1 1 I - 1 I I I. CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR 0 o W I �1 I I I INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE 6RADE. W I I I I I 1 0 �GISTE o _ _ _ — — — — — — — — — — — — — — — — — — — — --- — — — _ _ _ _ _ _ _ _ _ _ _ _ _ u�N � __ _ _ _ _ _ _ _ _ _ _ _ 2020NY5RC-R3122.1 U ROB 9 — — — — — — — — IN DWELLING UNITS,HERE THE TOP OF THE SILL OF AN — — — — — — — — — — — OPERABLE WINDOW OPBJIN615 LOGATID LESS THAN 24' �- ABOVE THE FIN15FED FLOOR AND 6REATER THAN T2'ABOVE THE FINISHED 6RADE OR OTHER.SURFACE BELOH ON THE ) �� < TI IT EXTMOR OF THE BUILDING,THE OPERABLE NNDOW SHALL •TS{ �`A c a l Z n COMPLY HITH ONE OF THE FOLLOW11%. •OPENINS5 THAT HILL NOT ALLOW A 4 INCH DIAMETER SPHERE -rRFAR ELEVATION 'REAR ELEVATION TO PASS THROUSH THE OPENING IN ITS LARGEST OPENED 3 P05MON ro = I-0 3 6 = I-0 •FALL.PRe/ENnoN DEVICES THAT COMPLY WITH ASTM F 2090 � (TEE HNINDOw oPENIN6 CONTROL DEVICE AFTER OPERATION To C OR RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO 1................................... FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING JOB MBER AREA OF TIE NOON UNIT TO LESS THAN 51 SC,aUARE FEET. UNIT 93 UNIT 94 w 2016023 MODEL Al (HOLLY) MODEL Al (HOLLY) Q SHEET NUMBER UNITS 93 (MODEL Al ) & DUET CLUSTER ELEVATIONS Z 94 (MODEL Al ) u) " w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RIDGE VENT U ` "FIRE RETARDANT Z LLj PLYWOOD SHEATHINGE 2`x8"RIDGE BEAM U RIDGES TO AL16N 4 RIDGES TO AL16N 12 12 0 V U 6 RIDGE VENT ry RIDGE VENT 12 122"X6" RR O DIPLANK _-- 12 HAR •rte 12 - ' _- 12 12 (21 2"XIO" ' 0 p ` HORIZONTAL SIDING - -- - 55 HARDIPLANK PT GIRDER H - w N} 9 &!ITERS t LEADERS a HORIZONTAL SIDING ` ALL GUTTERS t LEADERS SHALL BE BAKED 5EGURED TO V - 12 E M -12---«-,-� -- WHITE ALUMINUM A32'MIN 6AU6E,6UTfER5 L® WN°v t 85 - ---- SHALL 13E 5"SEAML.E55,0r6.5TYLE W/ALL 85 O 0 a M R106E VENT -- -.M� - RELATED t REQUIRED ACCESSORIES. LEADERS R106E VENT - - V O s� - - .__abc SHALL BE MIN.25B',A21'6AU6E W/CLIPS t N CDPITCHAHJGHHORS. CAULK t SF�AL ALL JOINTS.GUTTERS MIN i/8'/FT.PR01/IDE P.V.G.RKE'TM 8 ABOVE 6RADE TO RECEIVE LEADERS(G oav CAP DE516N). .-..--- OH, 12 12 a. s - - CLERESTORY 12 12 _ =-`_-�-- T � BEYow BEDROOM0312WALL _.."-� BEYOND ROOF o COVB2ID _- -r- - 12OND O• PORCH BEYOND � - � :.+ .:-. :to ABLE O.H. 6'-0" O.H. _- - x8 FASCIA BD - --- - - - - BEDROOM 2 ___ - - -- — - 2'X6' IT BEAr15 - 12 ® I6" .G.W/VENTED Z # BRKFST O PL HT = - '-`-- PL HT GTR BR PL HT - —. — — 12 I VINYL SOFFIT BIRD — ------------------- - _ OVER U if °H• OK U l_ :�1. �� I I I I D.Azo CAST COLUMN#46382 Wl 1 1 II,: - : I I FRIEZE BD I I I I MASTER CORNER COLUMN TO BE U r r Q 11 1 1 if WALL e 1 - o g i iBEDROOM 4 4 i i PROVIDED W/SPLIT KIT O = GARAGE 4 4 _ v I j j GOu1hN a I I 4 COLUMN e 4 BEYOND L) LLr:.: .� I I 4 GOLUMH a covERF� I i f- COVERED U_'1 1; :'i PORCH BEYorn PORCH I I I : I I �YOND I I .-.1r PORCH O m J. I I I ❑ \,�V-/) FIN. 1ST FLOOR = t=om'". P441 IIN. IST FLOOR FIN. IST FtAOR _- ELEV= O�-0" ELEV=O'-O" ELEV= 0'-0" INET= 0 0' Ix4 AZEK TRIM I I -I I I Ix4 AZEK TRIM IC0.1"0 COVERED— I I I I I I I HOUR RATED EXTERIOR I I FIIRST FLOOR LINE Z �PORCH BEYOND I I I I I I I I I I - �..� I I I I I I I I I B 5EMBLY- 5EE DETAIL: e I I I I I I I I I 0 Lu 09K%MT FLOOR I I I I I I I I I I _ _ _ IIIHFIN.BSMT FLOOR OL co - - - - - - - - - - - - - - - - - __\_1 �-qm � � 6-0" � T � F"t"� O TYPICAL PORCH SLAB •4'P.G.5LAB(MIN.3500 P51 GONG) REINF�RI67HT 51 DE ELEVATION LEFT 51 DE ELEVATION OREEZEVAY 51 DEQ TAW 4 FIH T TH %DEN51TY . "TAMP d FILL TO 95`5 DENSITY 5 6 = 11-01 UNIT 93 UNIT 93 1 BREEZEWAY SECTION CD A 1 . 1 NTS. W U MODEL Al (HOLLY) MODEL Al (HOLLY) Lu U O ROSES TO AL16N R106B TO AL16N _ 4 RID6E VENT RID6E VENT -- - 12 HAIWPLANK I� 61JTtLitS t LEADERS q Ir __" _ A Y 12 ,- �.® T 55 HORIZONTAL SIDING HARDIPLANK HORIZONTAL SIDINGtill- 55 9 EAMRS_ I _ - _: BE BAKED WHITE ALUMINUM A321 GAUGE 6UTT�5 � 54ALL 13E 5'SEAM E55,0.6.STYLE Ht!ALL -_ -. t 85 12 t 8$ Q N N Ih N OR RELATED t REMIRED ACCESSORIES. LEADERS -.- - - `-' RID6E VENT RID6E VENT C] C14 V) oo cV SHALL BE MIN.2'x3',A21'6AU6E WV CLIPS�t -- -._._- -`.--..._:.. 10 - - ANGHORS. CAULK t SEAL ALL JOINTS. PITCH _ 6UTfERS MIN V8'IFT.PROVIDE P.V G. RID6E VENT- RECEPTOR5 6'ABOVE 6RADE TO RECEIVE LEADERS(CLOSED GAP DE516W. --mm- .�- -� � y1.-0'_r 12 b ON. D CLERESTORY - yam" -- - CLERESTORY - 7 -V 12 BEDROOM M3 BEYOND WALL BEYOND - _ _ &ABLE P (0 Ix8 FASCIA BD. OH. :b - - - - - - _. - �.- O O O O O 12 w 12 MSTR ESR BRKFST PL HT - - -- - - m BEDROOM*2 PL HT 12 12 PL HT OH.�. - I'-0' 6APRA6E OH. OH. o L MT 11 6'AZEK FRIEZE BD. I I I Ell MASTER BEDROOM . , - . , .,,.All.BEYOND1 1 11 If 111111144 I I - � _ a _J- WALL 0 Q COLUMN a GOVT 4 :;_' C . .,C i 6AR46E - 4 COLUMN e 4 1 I = W Ili- 11 1111 IM I I I 1 11 if4 BEYOND l':`: cou1MN o C/) a � I COVERED II COVERED � � PORCH BEYOND I I I I �-"�`; ..`-�- • , FRONT I'ORI.I•I _-. I I PORCH 0.. I I I I I` _i`:`_ .I_'. BEYOND ..I: BEYOND O m I I ,_. l-1.-1. i. -U J II 1111 1 1 1 1,111,1TI'l,ill' III fill III fill III IIIi ill 0111 111 fill III• FIN.1ST FLOOR FIN.IST FLOOR I,. 1 I LLI O Y FIN. IST FLOOR �_.' 1 I I ELEV= O'-0" ELEV- O'-O" ELEV- 0'-0" 1-II, .i IN. =0,-O" Lu r U uj - UJI 2 Q I U O Ix4 AZEK TRIM I I ( I I J Ix4 AZEK TRIM I I ` - I 0 I I I coulMrH 0 COVERED I I I I I I � Lu I I I I I I J J I I I I I �„ o w FRONT PORCH BEYOND � � TED EXTERIOR 6 W z 4 I All I A55EMB 5EE DETAIL: AIS I I I ❑ 2020 N1'5RG-6242-1b(503.8) w VENTING 5n-TEM TERMINATION LOCATION: = N I THE VENT TERMINAL OF A(DIRECT VENT APPLIANCE WITH AN Iii U INPUT OF IOp00 BTU PER HOUR C3KW)OR LESS SHALL BE UNFIN.65MT FLOOR UHITK B5H1T fl OOR I I I I LOCATED AT LEAST 6'FROM ANY AIR OPE11N6 INTO A C9 - - - - - - - - - - - - I _ _ _ _ _ _ BUILDING,AND 5UGH AN APPLIANCE WITH AN INPUT OVER IOp00 - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - BTU PER HOUR BUT NOT OV�50p00ETU PER HOUR SHALL BE c!) m - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -I- - - - - - - - -- - - - - - - - - - - - - - - - - INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND � � J AN APPLIANCE WITH AN INPUT OVER 50PX BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION Z -- U CLEARANCE THE BOTTOM OF THE VENT TERMINAL AND THE AIR � C] T U INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE&RADE. fn .... rC. SET 51DE ELEVATION RIGHT 51DE ELEVATION BREEZEW� W �- �� R°gFR� Q c, - �, 0 L Y 5 I DE 2020 NY5RC-83122.1 U s 3 6 = I-0 3 6 = I-0 U) m m IN DWEL.LIN5 UNITS,MERE THE TOP OF THE SILL OF AN I"- t �: OPERABLE WINDOW OPE 1%15 LOCATED LESS THAN 24" Q ; m n ABOVE THE FINISHED FLOOR AND 6REATER THAN 12"ABOVE =j G Y y THE FINI51-®GRADE OR OTHER SURFACE BELOW ON THE ;7-1 v EXTERIOR OF THE B ILDINS,THE OPERABLE WINDOW SHALL 1 '"'e-1 1 L UNIT 9 4 UNIT 9 4 COMPLY WITH ONE OF THE FOLLONN& o 0,91 OPEdIN66 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE \ ^' TTOA S THRO16H THE OPENING IN ITS LAR5EST OPENED VTION. V�Y o� MODEL Al (HOLLY) MODEL Al (HOLLY) I FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 - - hHE WINDOW 01'l3HIN6 CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWIN6 THE WINDOW TO ............................... FULLY OPER,SHALL NOT REDUCE THE NET CLEAR OPE 1% B NUMBER AREA OF THE WINDOW UNIT TO LESS THAN 5.1 SWARE FEET. 9�p . 2016023 UNITS 93 (MODEL Al & DUET CLUSTER = SHEET NUMBER 94 (MODEL LEVATIONS FAl )) 'LW 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- W H Z W �I E A G G A 0 •�`J V AI-b AI-6 AI-b Alii u �? Z w Ib'-0' S2'-2' 00 0 4------J v DIRECT VENT HEATING EQUIP. c AON.- PPLIANCE CLEARANCE APPLIANCE`' N SHALL BE IN5TALLID WITH THE f- y GLEARANCE5 FROM IINPROTMTED AI.I DIRECT VENT H'ATIN6 EQUIP. V) - COMB 6151-1= MATERIALS AS APPLIANCE r.I FARANCE APPI IANGES Z LL_ INDICATED ON THE APPLIANCE LABS SHALL BE INSTINSTALLEDWITH THE 0 � � M cn Q AMTHE P IN GT�ASU IIALLA'nON SnGTIONS. OOMSBE AS U ui LINE OF FE.,GFS INDIGATED ON THE APPLIANCE LABEL = ti coo WALL a UNIT 0 1'-0. b AND IN THE MANLIFAGTURER5 ❑ U M LINE OF REAR GFEI "-2" FDI I-2 IN5TAl1ATI0N INSTRIGTIONS. M L L c>, WALL 0 UNIT q3 'n J j : % I - J iV 2 IL 4 6 5'-2" 4'-4"MD. 5'-2" 4 5'-2' 4'-41 MD. 5'-2' J. 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JO NUMBER Li 016023 AB DENOTES: I�AG��PER I4AII�'s To��'^��'HIS�� 6EI�RAL GONTRAGTORS AND 55UBGONTRAGTORS TO R1=VIEW UNITS 9 3 (MODEL Al ) 8� DUET CLUSTER SHEET NUMBER ENERGY NOTES HD= HOLD DOWN THESE GONSTRUGTION DOCUMENTS UPON RECEIPT FROM Q I-DIA ANCHOR BOLT USED AS HOLD DOW N��r�AGTOR�, MULTIPLE LVL GIRDER GONNEGTIONS: ARGHITEGT AND REPORT ANY AND ALL DISGREPANGIE5 � - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNIS SEE DETAIL'D121'SHEET 0-1 •CAFPLY w MAILWL'S• FOR ALL MULTIPLE LVL GIRDERS,LAG BOLT RESHD DENOTES: •MIET Saw 6Uroa.LreS hln HEAT!GooUW EQ11PMW(SIZE SHALL►Err EX ED LIMATIONSI INCLUDING ANY DIMENSIONAL CONFLIGTS,IMMEDIATELY To Z SIM1D PMNs •MANAAL'S•AND MANY�L v,Ga4°LIAIICE camrICATE SHALL BE SLEMIT,®BEFOI�W�. 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(HR 3500 PSI CaOC) )� C4 0PORCH - L REI WTH 6x6,10/10 W.WM ry 2016 TR • SLAB D"2' e L— __ b' 10' ARE t6 TOWARDS DOOR _ _ _ _ _P � B e q'-0'HD RNT r -T II'b" 4' 2'-0" 6' B n'2" 4' 21'6' 4� CAST #463 NY ''TYPE' GYP BD ON 6JViA6E N - _ J 1��1BP�_ - (3)2Xb'HOR Q AI-6 2050 DH 8'-0'GEIL o �y 2� q SM FLA GAP t BASE( DA3 _ ANIS t uH5 N 205 9 DHa-r-0'W HT v TWO GAR RAGE rW - L�T s}•TYPE•x'gyp BD ON Rrr of L J CL. 1' "IID HT COVERED - d LMNS SP 00MMON KAIL 5 r0 3080 EXT DR W/ N I PORCH m D ) RE•PR MCW WITH 6xb, PSI CM) BE 1 V IT KIT 6APAGE f21 10 TR (?�18' II7SI6HT5 L L J DI g •SLOPE 6ARA6E SLAB Y 'Q HD I C3)2�1'HDR _ —_ I - _ T 6 Q ry 10 SQUARE HBt6 PERMA G T (2) DH 4 iv "TYPE'X'GYP ON ARA6E STALLS t CEILIN5 "v_ o Dl21 Iq `(o #46382 W/SQUARE '� r I- ao I4 ° 3080 EXT I DR W/ N �}'TYPE 7('Ern BD ON OF DI F T GAP!BASE(OR£QU Q N N 1' N ei (2)18'S1 SULTS LININS,SPACE 00MMON To 8010 OH DR :o DED!V SPLIT KIBE N M ao c�i DI (2) 0 TR GARAGE I Iq b DI 9070 OH DR (2) 1 DH 10'SQUARE HBt6 PERMA AST 4 (3)13/4'x q V2'LVL 10 GOLUMN#46382 W/SQUA Iq D/21 D )13/4k 9 V2'LVLIH FLAT GAP 4 BASE(OR£ AL) pl DI7p/� 19 D/21 -C40RNL-R COLUMN TO 13E FRONT WALL 1 PROVIDED W/SPLIT KIT 8010 OH DR Dr11 DI DI DI 4 4 6ARA6E 1 _ _ � LINE OF FRONT (3)13/4'x 9 I/2'WL HDR I 1 8010 OH OR o DI DI GARAGE WALL 0 UNIT q4 4 D/21 4 -D 1(3)15/4x q V2'LVL fa Z z z z z z D/21 0 550 50 0 0 550 DI DI DI D/21 W [lJ Cil � � CEJ DESIGN N®o U356 V-4" V-4" 2'-4" I'-8" 8'-0"RO. r-6" -5. 8'-O'RA. I'-1" I'1' 8'-0"RA. 1'-5" 1'-6' 8'-0"R.O. I'-8" 2'-4" V-4" 6'-4' 2'-4" 3'-1" 3'-71 WALL RATING- 1 HIS. �O 3'-10" l'-2" 3'-10' II'-2' -2' 3'-10" T-2' V-10' FINISH RATING-23 MIN. o S � 14'-10" n'-z' 22'-2' AI.I 22'-2- n'2' 14'-10' V 54'-2' 12'-0'BREEZEWAY A G G A i t ' 1/ 1 tif, I� W Y { AI b AI-6 ® I HOUR BEARINRATED EXTERIOR '' �' r �'rl' ZY �yy�1� ��/ ^ A55EMBLY- 5EE DETAIL: a - - 0 � �' FIRE SIDE ... � � o l2 4 lu UNIT 94 UNIT 9 3 x HORIZONTAL SECTION o = Q z O U D 0 1 MODEL Al (HOLLY) MODEL Al (HOLLY) 1� Q L I+=51"-NOM 2 BY 4 IN.5PA(XP 16 IN.OG WITH TWO 2 BY 4 IN.TOP AND ONE 2 BY 4 IN.BOTTOM PLATES.STUDS Lu u LATERALLY-BRAGS BY WOOD 5TRIIGTURAL PANEL.5FEATHIN6(ITEM 5).WHEN MIN�AL AND FIBER BOARDSI(ITEM 5A)ARE U GOP51DBtED A5 BRACING FOR THE STUDS,THE LOAD IS RESTRICTED TO 16%OF ALLOWABLE AXIAL LOAD.WALLS EFFEGTII/ELY FIRE FIRST FLOOR PLAN FIRST FLOOR PLAN 2OPPEDATTOW*-ANYaA5SIFIED ❑ 1.6'YPf>IM BOAR-ANY GL,4551FI�5/8 IN.THICK,4 F7 WIDE,ANNELID VERTICALLY AND NAILED TO STIRS AND BEARING PLATES 7 � /1 -t IN.OG WITH 60 CEMEW-COATED NAIL5,1-7/8 RL LONG WITH V4 IN.DIAM WAD. V J 3/16"=1'-0" LIVING AREA— 1,670 5Q. FT. 3/16"=1'-0" LIVING AREA- I,6 10 5Q. T. WIC' � - IDT 5HoltV-WALLBOARD JOINTS covL�tED WITH TAPE AND JOINT cOMPoutD.wvL►FADS caV�D OUND. W � `_' A BA1r5 APV dJYKt15S-MINERAL FIBER OR GLASS FIBER INSULATION 3-5/8 IN.THICK,PW--%RE FIT TO FILL WALL CAVITIES Imo- �� 0 GARAGE AREA= 486 50. FT. GARAGE AREA= 486 50. FT. EEnEEN STUDS AND PLAT-5.MINERAL FUR INSULATION TO BE UNFAGID AND TO HAVE A MIN DENSITY OF 5 PGF.6LA_%FIRM F INSULATION TO BE FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY A 0.4 PCF(MIN R-13 THERMAL 0 ^ m COVERED PORCH AREA= 564 50. FT. COVERED PORCH AREA= 364 50. FT. IW ATION RATING). z S.YIOOD 51RIK.lUtAL PA1dH.5RFJ11FW6-MIN 7A6 RL THICK,4 FT WIDE WOOD STRUCTURAL PANELS,MIN GRADE'G-D'OR'SRgATIIIN6'. J INSTALLED WITH LONG DIMENSION OF SHEET(STRENGTH AXIS)OR FACE 6RAIN OF PLYWOOD PARALLEL WITH OR PERPENDIGUAR TO Z Q STUDS.VERTICAL JOINTS CENTERED ON 5TUD5.HORIZONTAL JOINTS BACK®WITH NOM 213Y 4 IN.WOOD BLOCKIN6.ATTACHED TO (� D (nj STUDS ALONG N EXTER 5R SIDE OF WALL WITH bD CEMENT COATED BOX NAILS SPACED b RL OG AT PERIMETER OF PANELS AND 12 RL Or, � 1.c�..j ...... ......... &I7W40R FACM%-INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUGTION5.OPE OF THE FOLLOWING 11.1 E)MIOR FACING 6 TO BE APPLIED OVER THE 5FEATHIN6, U y....�_ 1 ROE- 9,A G.WOOD STRUCTURAL PANEL OR LAP 51DII16-APA RATED SIDING,EXTERIOR,PLYWOOD,058 OR COMPOSITE PANELS WITH VENEER 2020 NYSRG-83122.1 FACES AND STIRUGT11rZAL WOOD GORE PER PS I OR APA STANDARD PRP-108,INCLUDING TIS,ROUGH SAWN MEDIUM DENSITY IN IDW6JJN6 UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPFJNINN615 Y GROOVED AND LAP SIDING. Q ' ti LOIGATE7 LESS THAN 24'ABOVE THE FINSFIFJ7 FLOOR AND 6RE4TER THAN 12'ABOVE THE ) 41, "e" ¢ m LOr,AT D GRADE A OTHER SURFACE FINAW ON THE FxTEtIOR of TINE BUILDING THE NOTE: WOOD SPECIFIED IN UL'RATL-D DE516N5 ARE MINIMUM SIZES.LAR6ER DIMENSIONAL FIMISHOPERABLE wlNoOw SHALL GONPLY WITH ONE OF THE F•OLLONtlNG, STUDS GAN BE 5UB5TITUTED. _ p •OPEUN%THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA_%THROUGH THE c 2`�8 MULTIPLE LVL GIRDER GONNEGTION�i_ OPENING IN ITS LAR6FST OPENED P051TI0K NOTE: UL#356 15 IN COMPLJANCE WITH FIRE�zE515TIVE�RATIN55-AN51AJ A5 PER12302 U o J� FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20110 FOR ALL MULTIPLE LVL 61RDER5,LAS,BOLT M WINDOW OPENING CONTRA DEVICE AFTER OPERATION TO RELEASE THE CONTROL ❑ YO�X~ TOGETHER W/ I/2" BOLTS® 2'-0' O.G.,2" MIN, DEVICE AL a"dNS THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR FROM TOP BOTTOM, a MIN. 4" FROM ENDS OPENI 9 AREA OF"��"°°`'UNIT ro LESS THAN s r SQUARE FEET. ONE HOUR RATED EXTERIOR 1 WALL RESISTIVE ASSEMBLY A- 3 J06 UMBER NTS. 2016023 2020 NYSC-GGG SECTION R 403.3: 2020 NYSRG-624216(5036) 6ENERAL GONTRAGTOR5 AND SUBGONTRAGTOR5 TO VENTING SYSTEM TERMINATION LOCATION: W NOTE: . =EST FAN: REVIEW THESE GON5TRUGTION DOOM NTS UPON REGEIPT -SUPPLY AND RETURN DUGT5 IN ATTIG5 5HALL BE IN5(LATED TO A MIN.R-6 2020 NY5E000 5EGTION R 402.4.12: PC�SINAL of A VIFVT VBU APPLIANCE►ITH AN INPUT UNITS 9 3 (MODEL Al ) 8� DUET CLUSTER U) SHEET NUMBER NOTE N': PROVIDE 5PRAY �, NOTE 1151: HD= HOLD DOWN 50 CFM INTERMITTENT ort AND DUGT5 OUT5IDE THE THERMAL ENVELOP SHOULD BE MIN.R-6. AN APPROVED HERS RATER TO Q FROM ARGHITEGT AND REPORT ANY AND ALL OF IOp00 BTU P132 HOUR(3KWI OR LESS SHALL BE LOCATED AT LEAST •All DRYERS TO BE VENTED FOAM INSULATION IN ALL WINDOWS SHALL BE STAIR MANUFACTURER TO DE516N STAIRS TO CFM DISGREPANGIES INCLUDING ANY DIMENSIONAL CONFLICTS, "SEALING 15 MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXE5. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OPM%INTO A BUILDIN6,AND 5"AN APPLIANCE WITH TO OUTSIDE AIR PER CODE MEET ALL APPLIGABLE CODES AND TO -JOINTS,5EAM5,AND CONFEGTION5 SHALL GOMPLY WITH SECTION M-1601.4 LEAKAGE,AND commTION SAFETY AN RrPur OVER I0000 SED PER HOUR BUT NOT T9 TION BTU PER GARAGE CEILING® ANDERSEN 200 SERIES IMMEDIATELY TO ARGHITEGT FOR GORREGTIVE All WASHER To BE REPORT ANY DISCREPANCIES AND CONFLICTS 602 OF THE 2015 IRC. TESTING AND PROVIDE A WRITTEN HOUR SHALL 8E R57AL1ID WITH A q INCH VENT Ti3RMiMATION GLEARANNCE Z PROVIDED WITH DRAIN PANS LOCATION OF TO THE ARCHITECT PRIOR TO STAIR FABRICATION. O= ® CARBON MONOXIDE M EA-9)RE5 PRIOR TO GON5TRUGTION.DO NOT 50ALE -DUGT5 SHALL 13E PRE5%RED TESTED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RESULTS AND AN FIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR SPALL HAVE 94 (MODEL Al ) FIRST FLOOR PLAN 0 BEDROOM ABOVE GLAZING DETECTOR DRAWIN65.DIMENSIONS SHALL 13E CALCULATED AND AT LFA5T A 12 INCH VENT TERMINATION CISARANGE.THE BOTTOM OF THE NEVER 5GALED UNLE55 ODERW15E NOTED. ROl1GH-IN TEST AND A WRITTEN REPORT OF THE RE5ULT5 SHALL BE 516NED VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12" � A 3 �D smom DE�roR BY THE PARTY GONDUGTIN6 THE TEST AND PROVIDED TO THE CODE OFFICIAL. ABOVE 6RADE• LLJ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I— W Z W �I E r A G G A 0 V AI6 Al-b AI-6 AI-6z CJ V 52'-2' 52'-2' O O U 4--J = 5 � ■� � Qom � ++ N�- 28'-2' II'-10' 12'-2' 12'-2' Z 0 U Q w m U � U " 5'-II' 5'-II' S'-II" 5'-II' ❑ .-. II'-0'PL.HT. r�n V a ® I HOUR RATED EXTERIOR — — — — — — — — — — — — — BEARING WALL II'-0 PL HT. A%B-BLY-5EE DETAIL: I I I I u'-0'PL.HT. O II'-0'PL HT.7 I I II'-0'PL.HT. o I ,� say ID I z flI � (2)2'x6'II-0PL HT. � sas IAN ALI — — — — — — — a'-0'PL.Hr. U I u- II I III _ 0 I 2x6 CJ o 16' I O II( II - - - - - - - 4' 2'-0• 4 I a'-0'PL.HT. a'-0'CEILING 4 ` I cJ o lb'Of,. I oH. I I N BEDROOM #5 II LI= - -fl- FF-- N � 4 " , ' I I N, • 1 1 I V-6 V-4- " 9-4" 2'-0' II'-O' � 10 BEM 5 ® D003 � I ~ I 41 V-4' 4" 5'-4' 6' 1'6' I I I I I I 4 cl I- -I m I w I I I I I P.102 ® 5D - - - - - - - V) GL 4RAILING- ❑ w � :r 'v / Y 9'0'CEILING � I I RAILING II'-0'PL.Hr. I / DN 148 o I � - - - II I -• c - = -I�� e� - - -a - - -I 12'-10• 6 `C� L_ - - - i �— — — —� _ — — a 4'-O"CELIN6 Y I I I I— — — F' ® a'o' LINs _ I I I I C= r ® VH 14R LOFT ° I II'-O'PL.HT. I I BAT ,yelo 7 � ✓/ 3 L — — — —� 6" e'-10' 4" 3'e' a II I( I UPPER GREAT — — — -� _ I u) I I I N L - - - I I I I I LAv -1 ROOM �lr 11 ® LL_UPPER GREAT4" a'-lo' "� — 6" i L (—r-�1 INT eR6 PRTN — ROOMJ O 1 F— �� ~ I v \ / :o I I ( 9'4" 4",,, 2'6" I II'-0' b' 4'6• ( 4' I II'-O'PL HT. � ✓� II _ J I II Ii INT BR6FRTN (—�— — — — — — — — — — — I I ) I I I I I ROOF BREAK o I I I I I❑ ❑I I CLERESTORY WALL I I ( sY INUOU5 II'-0'PL.HT. I 4" I 4'-6' ° _ III 11 I I I I 11 DH e MI ND HT A IROCPI BREAK o AI 6 CONTI I I I ROOF BREAK o I I TORY WALL 5 AN 14'LVL 61RDER J I CLERESTORY WALL I — — — — — — —— — — 00 1I II- II II - - - - - -� - -J-� N N NOD fV M CO N AI6iROOF O I AI6 an's01o4O'FOHr II II a'-0'PLHT. I I - - - - - - - - - - - IT I — — - II I I �I li i1 II - - — — — — — — — — — — - - - - - - - - - - I I a'-0'PL.HT. I I I - - - - - - - - - - - - - - II II II II IL _ _ _ _ _ _ J- - - - - - - C-,—I o 0 0 0 0 0 I I LD _ _ _ _ _ _ cf II II `D 5V55V5Lu 5 - - - - - - CJJ N LoO N r Z ^ 1 W AI.I 2 v n'-4" 12'-0' 12'-2' 12'-b' 12'-6' 12'-2' 12'-0' n'-4" 0 m Ir UJI O Y 54'-2" 54'-2' W U 111 Q U Z A G G A �? AI 6 AI 6 AI-6 AI-6 W 0 v ❑ z O = UNIT 94 UNIT 9 3 v w MODEL Al (HOLLY) MODEL Al (HOLLY) Z I "' c� o o . . ........ ...... SECOND FLOOR PLAN SECOND FLOOR PLAN o ��NR�tF 3/16"=1'-0" 3/16"=1'-0" U r , -.s `' .T ctiS \ LIVING AREA= 321 50. FT. LIVING AREA= 32150. FT. 17 TOTAL LIVING AREA TOTAL LIVING AREA =', SEE ROOF PLAN FOR ALL STRUCTURAL �INFORMATON l,999 S O. FT. 11999 S FT. o I HOUR RATED EXTERIOR.BEARING WALL A55EMBLY- SEE DETAIL_e A� 1011f MBER NOTE: 2020 NYSRG-83122.1 w2016023 EN61NEERED J015T EF ,EXHAUST FAN; GENERAL CONTRAGTOR5 AND SUBCONTRACTORS TO ONE CARBON MONOXIDE ALARM IN NEW IN DWELLIN6 UNITS,WHE12E THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENN6 15 LOCATED LESS THAN � SHEET NUMBER SHALL NOT BE CUT, " 50 O'K INTERMITTENT OR REVIEW T1f-5E GONSTRUGTION DOWHENTS UPON RECEIPT ONE AND TWO-FAMILY DWELUN65, 24'ABOVE THE FINISHED FLOOR AND 6REAT3R THAN 72'ABODE THE FINISHED 6RADE OR OTS SURFACE UNITS 9 3 (MODEL Al ) tX DUET CLUSTER a NOTE 5: HD= HOLD DOWN MULTIPLE LVL 61RDER GONNEGTION5: TOWNHC SES AND DWELLiN6 UNITS IN �ON TINE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW 5NALL COMPLY NTH ONE OF TI E NOTE: ® �cFM GONTNlollS FROM ARCHITECT AND RETORT ANY AND ALL Fou.oWlNs, _ NOTGHED'AND HOLES TAIR MANUFAGTURER TO DE516N 5TAIR5 TO FOR ALL MULTIPLE LVL GIRDER5,LAG BOLT 6Rou'R-2 EULDIN65(colivs i BORED UNLE55 ALL WINDOWS SHALL BE D15GREPANGIE5 INGLUDING ANY DIMENSIONAL GOWLIGT5, ANDUNITSOFFEREDFORSAM •OPENIN6 THAT WILL NOT ALLOW A 4 INCH DIAWEIER SPHERE TO PASS Tif O"THE OPE)%IN ITS n' ANDERSEN 200 5ERIE5 �-I-APPLICABLE GORES AND TO T06ETHER W/ 1/2" BOLTS® 2'-0" O.G.,2" MIN, CO2 IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE IN rrsD1ATE VIGINi LARGEST OPENED P05m0K Z SPEGIFIEJD BY Ti PORT ANY DISGREPENGIES AND C.oNFLIGTS Q=TEMPERED FROM TOP d BOTTOM, 4 MIN. 4" FROM EN05 ® CARBON MIONO)OVEDETECTOR P�AcA)RE5 PRIOR TO GON5TRXTION.DO NOT 5GALE BEDROOMS,ON THE LOWEST FLOOR FALL PREVeMON DEVICES THAT COhPLY WITH ASTM F 2040 94 (MODEL Al ) SECOND FLOOR PLAN 0 MANUFACTURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. GLAZING DRAWINGS.DIMENSIONS SHALL BE GALCrILATFD AND L cofNrAIN1NG X15• ME WINDOW oI�N6 CONTROL AGE AFT OPERATION To RELEASE THE CONTROL DEVIGE ALLOWING coTE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPBUNB AREA OF THE WINDOW UNIT TO A4 CODE %VKE DETECTOR NEVER 5GALED UNLESS OT}IERWISE NOTED. LESS THAN 51 SQUARE FET. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U ^ ' Z W B U z orn m` � N •� (DQom A G G A Q w m `M' AI-0 AI 6 AI-6 AI-b ` p N e} ❑ u Lo M U W-b'HIP WIDTH I6-2"FA50A WIDTH I6'-2•FA561A WIDTH Iq'-b"HIP WIDTH 'LJ. V II'-0'PL.HT. d AI.I 4 II'-0'PL HT. ALIGN FAGIAS Z 1 ti%o a C` I o Qi I �— — — — — — — — — — — — r—� © BEARING WALL I I b ��Q I AI-5 II'-0'FL.HT. j ALIGN FAGIAS IL S N L J EMB -SEE ET IL: e 1 cv `i I -� I ti� q'-0'PL.HT. ( (- _ —- = - = 1 I AQi � �� I II'-0"PL HT. I'-0' � ZO u'-0"PL HT. A1-5 I , _o ��Q 1 I V ::.. II'-0On PL HT. O q1_0 PL.HT. 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(TOP t BOTTOFU = O J 4 2k I2'GEL J015T5 0 e 16'oc 9 \ 8 f Y `i. 2k 10'ROOF RAFTER El 0 16.OG J B NUMBER PLAN VIEW .. 2 016 0 2 3 GUTTER5 d LEADERS U) SHEET NUMBER ' ALL 6UTTER5 d LEADERS SHALL BE BAKED WHITE ALUMINUM .032" UNITS 9 3 (MODEL Al ) & DUET CLUSTER = MIN.GAUGE,GUTTERS SHALL BE 5"SEAMLESS,O.G.STYLE W/ALL INSTALL ICE AND WATER 5HIELD PER Q- DETAIL OF ROOF RAFTERS TO RELATED a REQUIRED AGCE55ORIE5. LEADERS SHALL BE MIN. MANUFACTURE'5 5PEGIFIGATION5 TO AREA of ONE ROOF O'ME 22'x3', „ ” " :::;: BUILT OVER ANOTHER Z HIGH CEILING JOI��T CONNECTION 2x3,.021 GAUGE wr CLIPS a ANCHORS. CAULK a SEAL ALL MAINTAIN PRODUCT WARRANTY U JOINT5. PITCH 6UTTER5 MIN. 1/&"/FT.PROVIDE P.V.G.RECEPTOR5 94 (MODEL Al ) R PLAN NTS. A- 5 . b'ABOVE GRADE TO RECEIVE LEADERS(GL05ED GAP DE-516W. WQ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED