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HomeMy WebLinkAbout45392-Z }o�OS�ffULk�OGK` Town of Southold 8/11/2021 y P.O.Box 1179 CM 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42227 Date: 8/11/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 22 Harvest Pointe Ln Unit 89, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-33 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/19/2020 pursuant to which Building Permit No. 45392 dated 10/28/2020 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling;with unfinished basement,covered porch, screened porch and attached two car garage as applied for. (Unit 89) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0143 6/28/2021 ELECTRICAL CERTIFICATE NO. 45392 7/22/2021 PLUMBERS CERTIFICATION DATED 7/19/2021 A of lk Pl ing Co ctors Inc OVuth i d Signature i TOWN OF SOUTHOLD a oay� BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . 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#: 45392 Date: 10/28/2020 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per Planning & SCHD approvals. (Unit# 89, A-1 model) At premises located at: 22 Harvest Pointe Ln Unit 89, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-33 Pursuant to application dated 10/19/2020 and approved by the Building Inspector. To expire on 4/29/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO -NEW DWELLING $50.00 Total: $2,183.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building'Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,'industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the,Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 4. Certificate of Occupancy-'New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50,00,Accessory'building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 / Date. I0 w 2® 'New Construction: V Old or Pre-existing Building: (check one) Location of Property: Y v� �„�G� Nouse No. Street Ha t Owner or Owners of Property: ��McnY � VP � -}� Suffolk County Tax Map No 1000, Section "Block _ ,Lot 0 3 3 CSubdivi ion tiarvGS�ROAr'l-k Q► (' p. ( Lot: (D 3 C��� � ��. G �O� Filed Ma Permit No. Date of Permit. Applicant: Ri Health Dept, Approval: S at g 1, Underwriters Approval: Planning Board Approval: q ke 1^7 ,Request for: Temporary Certificate Final Certificate: (check o ) Fee Submitted: plica t ig a Lire CONSENT TO INSPECTION the undersigned,do(es)hereby state: Owner(s)Names) That the undersigned (is)(are)the owner(s)of the premises iq4e T w of Southold, located at 214 kt_- which is qhown and designated on the Suffolk County Tax Map as District 1000, Section Dei,01 Block P� ,Lot A-34— That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Building In�spe tor's Office fog the gwitib That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es)so with the knowledge, and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or -regulations of the Town of Southold. A- Dated: (W 6_\ Tt I JTG l ( r nt Nai e (Signature (Print Name) pF SOU��®! Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sean.deviin(aD-town.southold.ny.us Southold,NY 11971-0959 ®�yC®UNr1,� ° BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 22 Harvest Pointe Ln Unit 89 city-Cutchogue st: NY zip: 11935 Building Permit#: 45392 Section. 102.1 Block: 2 Lot: 33 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 59 Ceiling Fixtures 21 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Cooktop Gas Recessed Fixtures 50 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Dbl. Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 27' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 42 4'LED Exit Fixtures Pump F1 Other Equipment, Fridge, Double Oven, Gas Cooktop, DW, Hood, W/D, Micro Notes: New House Inspector Signature: Date: July 22, 2021 S.Devlin-Cert Electrical Compliance Form o � Town HaI1 Annex iii�� lQ P=as 54375 Main Road t .' i Telephone(631)765-1802 S� c;;l���t, } � } x , Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 B WLDIi\TG DEPARTMENT TOWN OF SOUT111OLD, CERT IF1AT1- GPI Date: Building Permit No. °'I � d L L c (P1-ease print) Plumber: A Tease grin } I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this clay of ANNA FIORITA Notary Public,State of New York Reg.No.01 FI636836-'+ Notary Public, _ County Qualified in Suffolk County Commission E=xpires tS-/p.,X01/ OfSo� # TOWN OF SOUTHOLD BUILDING DEPT. Nyco„rr, '' 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION-21SID [ ] 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 REMAR S: I- �� fo 0 n&4 DA b VV -a A"wp vrw4\ t &ivV -.4vt DATE 3C) >0X) INSPECTOR how y�� # #-of So 0 TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ]XFOUUNDATION NDATION 1ST [ ] ROUGH PLBG. 2ND N,� [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL f ] FIREPLACE-& CHIMNEY [ - ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMAR�,)?A o d/- 1 � �A �AUV/U& DATE INSPECTOR ��3�� Fso �✓ � ��o uryo h� 'o * # TOWN OF SOUTHOLD BUILDING DEPT. rycou765-1802 INSPEC . ON, [ ] FOUNDATION 1ST [ ROUGH PLBG. [ V? 2ND [ ] INSULATION/CAULKING [ RAMING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: &trio DATE 11 D INSPECTORM "'i. , L4 53q 2, oF soulyolo # =TOWN OF SOUTHOLD BUILDING DEPT. couNi l 765-1802 , INSPECTION [ ] FOUNDATION IST Y [ ] 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: d DATE INSPECTOR rN# # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND - [ IN�SULgT OI N/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION f ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: AIW &saA i bsl i� , -- ` , �440 Div., _ 17 DATE INSPECTOR qu . a0f SObT,y°�o 2-k4r -"4r, -- - --- ejv� # TOWN O SOUTHOLD BUILDING DEPT. °`yrourm '' 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 [ ] PRE C/O REMARKS: , DATE INSPECTOR ` y✓ �aof S0(/t, # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]' FOUNDATION 2ND [tri LATION/CAULKING [ ] FRAMING /STRAPPING [ NASUL 'Al-6 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: cy-1 DATE" L's' ' o" INSPECTOR GRCH ARCHITECTURE PC . 3750 EXPRESS ERNE SOUTH SUITE 202 1 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 26, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered'Porch Unit#89— Permit#45392 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. R pectfull submitted, ,��RED ARC'y/ pZeRT C&, T(C� 2� Gle C rveny,AIA, LEED AP Prin ' al (P '9 023811 Q T�OF NE�-1 j s C�?CI'� ARCHITECTURE PC ,,r'� ,, .�ri;:C'r-Rvi:� l- Fa, .,i a;,i"`v°;`„-=c ��r."sv`:ry+rte'�'r n':,,X"r•^ = ;c , :ynkN' '.� i.�'-"'i.re �1 _ ,�:`�,;�s`'_•Y-f, 2� 375® EXPRESS DRIVE SOUTH P ^�.�4ti -,. Y t t I SUITE 202 �(��-;�� V`:-n•n::510..•:.tirii»µ.Y4'.ta:.k�.Y!..iW?:en dkr,.a`".u�✓„'�al� ` '�.�e'_-s.w�.�__ __._�_._'i`ie%�".`.`ai`.L � ISLMltl VIAi, NY 11749 W W W.GRCHARCHITECTURE.COM � (6391864-3395 /v.---" -9.9 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5,11 Maximurn thickness 3 %" (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 8 . espectfu)ly submi ed, i t REO ARc is` -\C0 �aaeRr C/./ Glen Cherve y i IA, Li AP ��►a ; Principal "9 0238AI3 0� �' �F NE�� GRCH ARCHITECTURE PC 3750 EXPRESS ERNE SOUTH SUITE 202 ISLANDw 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. 89 / Permit No. 45392 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 Sup eme t. espectful y submitted, D ARC OEERT Cly C' 2� Gle Cherveny, AIA, LEED AP Pr cipal '9 023610 Q T�OF NE�y AN RAffCQg1CAL K100 R P 0 R A Y 110W 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) 765-18p2 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 - (631) 563-1298 Fax: (631) 563-2954 Home Energy Rating Certificate Property HERS Holly Al - Unit 89 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2021-07-16 Rating Number: MC193 22 Harvest Pointe Ln Registry ID: 558498661 Cutchogue, NY 11935 Estimated Annual Energy Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Use MMBtu Heating 63.2 Cost Cost$140 9% General Information Cooling 1.7 $95 6% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.1 $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.5 $1175 76% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $120 8% Mechanical Systems Features Total 101.5 $1543 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 86.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 94 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI 2018 IECC UA Compliance Building Shell Features ECCC New York State 2020 Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 I filtration Rate 1392 CFM50( .99 50) Foundation Walls R-13.0 Method Blower door 1392 CFM x 60 Min/Hr/42016 3 1.99 A @ 50 Pa Energy Testing services, LLC. 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 631-244-9333 Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2021 Combustion Safety Testing Form Certified Home Address: 22 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 tf home has multiple heating systems or water heaters) Date of Test: 2021-07-16 Outdoors Temp During Test: 92 °F 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 —rl�— Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating,System Primary: Yes Q No❑ Type: Furnace ✓❑Boiler❑.Heat Pump❑,Other❑ ifficiene" Fuel I z Venting Type 3 Drat' Sin IIaQe Sin 11aQe CO co, Type Circle Type) ascal (Worst Case dtural (Worst Case (Natural) Rating:95•0 NZP❑ODE❑ NDCMOS_✓ N/A Pa. Pass❑✓ Fail❑_ PassZFail❑ N/A PPM NIA PPM ✓ 75.0 Common VentEl Waler,�+HetiteY��' Primary Yes ❑ Type: Standard Tank QIndirect Tankless ❑ Style _ Size: w Prima Non Instantaneous (See Not,5below) (Gallons) ' Stand Alone ❑✓ Xik s . z Venting Type 3 DraftSip Mage Spillage(Natural) CO CO E tcienc ,- Fuel Type (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 N❑✓ P❑O❑E❑I N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ Pass✓]Fail❑ N/A PPM N/A PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes i No❑ Oven CO 2 PPM Ambient CO(During Oven CO Testing) o PPM '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 test is 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. d Water Heater Style., Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 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 Caruso Rater Number: 7960376 Rater Signature: //ill 6Date: 2021-07-16 +�- Manual S Compliance Report Job: wrightsoft, Date: July 16th 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project Information For 22 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain. 17582 Btuh Entering cod DB: 76.0°F Outdoor design WB: 71.0°F Latent gain 3500 Btuh Entering coil WB 63.5'F Indoor design DB: 75.0°F Total gain 21082 Btuh Indoor RH: 50% Estimated airflow* 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type Split AC Manufacturer. Generic Model. SEER 16.0 Actual airflow 800 cfm Sensible capacity- 16800 Btuh 96%of load Latent capacity, 7200 Btuh 206%of load Total capacity: 24000 Btuh 114%of load SHR 70% Heating Equipment Design Conditions Outdoor design DB 10.0°F Heat loss 46217 Btuh Entering coil DB. 63.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type Gas furnace Manufacturer Generic Model AFUE 92 Actual airflow 875 cfm Output capacity: 48000 Btuh 104%of load Temp. rise 50 °F Meets all requirements of ACCA Manual S. - z wrighitsoft' Right-SudeO Universal Page 2018 18.0 32 RSU20066 16 43 43 Pagee I Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W — Review• — ' r — • Form RPER 1 CK. for — — • (Loads, • • — 15 Mar 09 NCmiacro9fa,-xi Omai, Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes No Mechanical license or MJ1AE Form*(and supporting worksheets) Yes No OEM performance data(heating,cooling,blower) Yes ❑ No Building plan# Manual D Friction Rate Worksheet Yes D No ❑ Duct distribution sketch Yes ❑ No R Home address(Street or Lot#,Block,Subdivision)22 Harvest Pointe Lane,Cutchogue, NY 11935 HVAC ••D CALCULATION .0 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 °F Orientation Front Door faces West Indoor temperature 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss 46217 Btuh Number of bedrooms 3 Conditioned floor area 3788 ft' Summer Design Conditions Number of occupants 3 Outdoor temperature 83 °F Indoor temperature 75 °F Windows Roof Grains difference 30 gr1lb @50% RH Eave overhang depth 1 0 ft Sensible heat gain 19979 Btuh Internal shade blinds Blinds,dra pas,etc. E. Latent heat gain 3977 Btuh Depth Window Total heat gain 23957 Btuh Number of skylights 0 HVAC • • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace ETuipment type SplitAC Heating cfm 875 umace,Heat pump,Boiler,etc, it Conditioner,Heat pump,etc. Cooling cfm 800 Model Generic Model Generic Static pressure 0.60 in H2O AFUE 92 SEER 16 0+ Fan's rated external static pressure for design airflow Heating output capacity 48000 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 DISTRIBUTION6 Design airflow 875 cfm Longest supply duct 478 ft Duct Materials Used Equipment design ESP 0 60 in H2O Longest return duct 201 ft Trunk duct Sheet metal Total device pressure losses -0,6 in H2O Total effective length(TEL): 679 ft Available static pressure(ASP): 0 01 in H2O Friction rate: 0.001 m/100ft Branch duct Round flex metal,Sheet metal Friction Rate=ASP-(TF1x 100) I declare the load calculation,equipment,equipment selection and,duct design were rigorously performed based on the b,uilding plan listed above. I understand the claims made an these forms will be Subject to review and verification. Contractor's printed name Contractor's signature. Date Reserved for County,Town Municipality drAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist " WrilghtSotFt' Right-Sude®Universal 2018 18 0 32 RSU20066 Load Short Form Job: - - vvarrightsOft� Date: July 16th 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 • • • For 22 Harvest Pointe Lane, Cutchogue, NY 11935 ! - •n- Informatiori, Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1422 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0 021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f1 wrft;t>ttsoft' 2021-JAI-16 ak+ua•r..ndw.=.r...=.„»., Right-Sude®Universal 2018 18 0 32 RSU20066 16 43 43 Page 1 rAE& Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip @ 0.88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrightSoft' 2021-Jul-16 Right-Swte®Universal 2018 18 0 32 RSU20066 16 43 43 Page 2 Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Doorfaces W Pro ect Summar Job: -�-�+ VVrightsoft- 1 y Date: July 16th 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For- 22 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 Dally range M Relative humidity 50 % Moisture difference 30 gr/ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent(68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/ 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(ft2) 3788 3788 Equipment latent load 3500 Btuh Volume(ft') 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18972 Btuh Equiv.AVF(cfm) 150 66 Req total capacity at 0 70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 'F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -wrightsoft- 2021-Jul-16 . - -. Right-Suite®Universal 2018 18 0 32 RSU20066 16 43 43 Page 1 ACCA\ Model Al MAN JSD1Rimcr Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W N Second Floor Bed 3 81 cirri 129 dm 30 Cfm Loft Bx16 Riser 11 Ret Riser 28c 6x16 10" 2 Stair Up Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-ALocustAve Right-Sude®Universal 2018 22 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 16.0 32 RSU20066 2021-Jul-16 16.43.59 .SDU2imor Model Al MAN JSD JA.rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star Y c m Continuous Use Timer Breakfast Area 01 dm L51 dm 1.82 cfm "82IrnMaster Bath Master Bed L99 dm �. dm Kitchen Living Room Hall 3 f3aev WIC 1 16 Tndry m WIC 2 1112%Ih 1 7 dm Stair Foyer Bed 2 Garage LIkL 91 dm 8 Job#: Energy Testing Services LLC Scale. 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Sude®Universal 2018 22 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18 0 32 RSU20066 2021-Jul-16 16.43.59 SD\Rimor Model Al MAN JSD JA rup N Basement Make up air 68 \rFnn i Skuttle Model 2161 262 cfm 6" 9" 6" 14" 6" 8" 8" x 16 10 - - - - T28— - - — - - T10" 6 9"36x1 5" 90.. 4" 4" Basen ant 26" 8" up Pe, Ret Riser 10" 4x16 10" 9" 87 dm 87 cfm 87 dm .lob#: Energy Testing Services LLC Scale: 1 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 22 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 1 B 0 32 RSU20066 2021-Jul-16 16 43 59 SD\Rimor Model Al MAN JSD JA.rup Duct System Summary Job: - - wrightsoft, Date: July 16th,2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project Information For: 22 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 0.007/0.003 in H2O 0.007/0003 in H2O Lowest friction rate 0.001 in/100ft 0 001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length(TEL) 679 ft Supply Branch DetailTable Design Htg Gig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 easement-A h 3482 87 8 0.004 8.0 Ox 0 MtFx 23.8 160.0 st2 easement-B h 3482 87 8 0.003 11.6 16x 4 ShMt 48.5 225.0 st2 Bath 1 h 474 12 5 0.006 4.0 Ox 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 Ox 0 MtFx 66.5 400.0 st8 Bed 2 c 1618 86 91 0 006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 C 1428 66 81 0 001 8.0 Ox 0 MtFx 76.3 400.0 st7 Breakfast Area C 1781 99 101 0 003 9.0 Ox 0 MtFx 16.8 225.0 st2 Foyer C 2655 102 150 0 003 10.0 OX 0 MtFx 43.8 205.0 st2 Kitchen C 1755 42 99 0.007 9.0 Ox 0 MtFx 2.3 95.0 Laundry C 609 20 34 0.002 50 Ox 0 MtFx 48.8 315.0 st2A Living Room C 1455 72 82 0.002 8.0 Ox 0 MtFx 25.8 325.0 st2A Erving Room-A c 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft C 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34 51 0.002 6.0 Ox 0 MtFx 38.3 325.0 st2A Master Bed C 932 51 53 0 002 6.0 Ox 0 MtFx 53.0 295.0 st5A Master Bed-A C 932 51 53 0 002 6.0 Ox 0 MtFx 528 300.0 st5 wic 1 h 625 16 4 0 002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 sty Bold/italic values have been manually overridden AL. +wrightsoft$ 2021-Jul-16 rs� Right-Swte®Universal 2018 18 0 32 RSU20066 16 43 43 Page 1 Model Al MAN JSDIRimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W r Supply Trunk Detail e Trunk Htg Clg Design Veloc Dlam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0 001 236 10.0 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0 001 204 230 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0 002 41 84 16 x 6 ShtMetl st6 DetailReturn Branch Grille Htg Clg TEL Design Veloc Dlam H x W Stud/Joist Duct Name Size(In) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0.001 236 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FR (fpm) (In) (In) Material Trunk rt2 Peak AVF 788 936 0.001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl rt2 +k-wrighYsoft- 2021-Jul-16 I lk- ,rw��+.r, Right-Suite®Universal 2018 18 0 32 RSU20066 16 43 43 Page 2 /f�iVf� Model Al MAN JSD1Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex soU P.O.Box 1179 54375 State Route 25 �� ��� Southold, NY 11971 0. (cor.Main Rd.&Youngs Ave.) ® Southold,NY hone:631765-1938 7 Telephone: www.southoldtownny.gov f�C4Uii�i`d,�a PLANNING BOARD OFFICE TOWN OF SOUTHOLD c June 25, 2021 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 41, 42, 89, 90, 115 and 116 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#41, 42, 89, 90, 115 and 116 of the above-referenced Residential Site Plan have been completed based on the site inspection made on June 17, 2021. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, X017 and the Planning Board supports the issuance of a Certificate of Occupancy for these six (6) 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. Res ectfully, Do' ldJ. Wilcens�{ci Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer SCOTT A. RUSSELLMICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEERCD , TOWN HALL - 53095 MAIN ROAD ;2 �. 7 TOWN OF SOUTHOLD,NEW YORK I1971 Tel. (631)-765—1560pJ< Fax (631)-765—9015 1101CH EL COLLA SrarTOWN SOIITROLD NY US 4 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 18, 2021 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 41, 42, 89, 90, 115 & 116 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side lawn areas of these units. The rear areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these six(6) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector Mow- m FOUNDATION 1 �, i --- -- ...-o------ -- F AI 01191A I.WINITa loon FaMM ROUGH FRAMING PLUMBING Em STATE ENERGY CODE. VA . 00 r • � • D D � � D 9. - -- i� v TOWN OF SOUTHOLD BUILDIN;G`PERMIT;APPLICATION CHECKLIST BUILDING DEPARTMENT -Do you,have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502dz_ Suryey Southoldtownny'.gov '{ PERIVIIT.NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined l/ ,20 Single&Separate° Truss Identification Form Storm-Watej�l'ssessment Form Contact: Approved f ,20 (/U Mail to:, �•� •��� 9� Disapproved a/c Phone: Expiration ,20� s,\,/7r P Building In ctor FAPPLICATION FOR BUILDING PERMIT �' ` OCT 1 9 2020 � .. • , - - - Date -Q [ 20 2 0 , . E7-T. , INSTRUCTIONS - JG 73 `�&Tfii�amp{ lacatjgp*t be completely filled in•by typewriter or.in.ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or,public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector•will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or'used'in;whole or in part for any,purpose what so ever until the Building Inspector issues a Certificate of Occupancy. , ,f.,Every building permit shall expire if the work authorized has not commended within 12 months after the date of ls'fiance or has not,been completed w"ithim.19 months from such date. If no zoning dmendments or other regulations affecting the property have been enacted in the interim,_the Building Inspector may auth' ii" 'Jn writing;the extension of the permit for an addition six months.Thereafter,a new permit shall be required. 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,or alterations or for removal or demolition as,herein described. The applicant agrees to comply with all applicable laws,ordinances,'building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or narAe,if a corporation) (Mailin'g address of ap licant) State whether applicant is owner, lessee,'agent, architect, engineer, general contractor,electrician, plumber or builder Name of owner of premises RItrno 1/ -QiV�o LG, (As on the tax roll or latest deed)' If applicant is a corpor i n, signatur o duly a th ''zed offic 11 Vi (Name and title of corp ate officer) Builders License No- Plumbers License No. Electriddffs License No. Other Trade's License No. 1. Location of land on which �proposed work wilfbe"ddnd::'� ' House Number Street; } .• . `s Hamlet County Tax Map No. 1000 Section` �'�' Block _" 02, Lot_ -63 Subdivision ? 6 i Filed Map No. T Lot= (6�14PO) Uk*-�r­e- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy QQ b. Intended use and occupancy c® 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost w, DO D •O C) Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ' Number of dwelling units on each floor If garage,.nurpb,er of cars OT Cao,-- . 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of ekisting structures, if any: Front Rear Depth Height" Number of Stories I Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front c5LI ' 2 '1 Rear 5 y 2 Depth Je`{ ' it Height 2813" Number of Stories 2 wl o 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO ���✓ a�a•�"" �.® r�o� � � X78 —x•66 ? 14. Names of Owner of premWises Address Phone No. $ Name of Architect 4c e4 Address t,4Phone No 646 Name of Contractor $q*-e, 44 d&Oh-e-/ Address,. Phone No. —T 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? "YES NO * IF YES, SOUTHOLD-TOWN TRUSTEES &D.E.C. PERMITS MAY BE RE RED. b. Is this-property within 300 feet-of a tidal wetland? " YES NO * IF YES, D.E.C. PERMITS MAY REQUIRED. 16. Provide survey, to scale; with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical to on survey. 18. Are there any,covenants and restrictions with respect to this property? * YES NO -- IF YES, PROVIDE A COPY. �� STATE OF NEW YORK) ( SS: COUNTY OFJI,� Yj V bC��,g being duly sworn, deposes and says that(s)he is the applicant (Name of individual signcontract)above named, (S)He is the �'�t ' • . ' . ' . °, (Contrac r,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work d to make and file this application; that all statements contained in this application are true to the best of his knowledge and be ' ; and that the work will be performed in the manner set forth in the appl . S's i D; M "HW N C 7 1 Sworn to before,me this, ,�' 0TARY PUBLIC.STATE OF NEW YOR ' day of, r ?0 Rebistratian No. (11PI638:i308 Qualified in Suffolk County N ary ublic mission Ex tan 4plia 4 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 2 D?-� Town Hall Annex- 54375 Main Road - PO Box 1179 � . 2 - Southold, New York 11971-0959 c -,Telephone (631) 765-1802 - FAX (631) 765-9502 • ts -rog�irO_southoldtownny clov� seandCcD-southoldtownny.gov --- ------- - APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATIQN (AII Information Required) 'Date: ' Company Name: „ game; . . .License No. ern ;i@: '"" C. " Address: p. A l Ph9ne fis „ J013 -SITE-INFORMATION (An Information Required Name: 1 1�(1 �' -- utt, Address: CrOs4 Street; ' Ln Phone No.. coQLOW31 - �Bldg .Permit#: q email - T x.Map.pistrict: 1400 Section:, C) of -,Block. Lo j BRIEF:DESCRIPTION OF WORK(Please Pnnt Clearly) C1061e All That Apply: Is job readx: or inspection?: YES NO Rough In Final ;Do`,you need a Temp Cer�ifica#e?y ES O Issued On Temp Irifoririation• (All information required) Service Siz Ph 3 Ph Size: �_A #Meters �, Old Meter# .1 - - ew dery -Fire Reconnect-Flood Reconnect-Service Reconnected-,Underground -Overhead '. #Underground Laterals .9\ .2 H Frame Pale Work done'on Service? Y. •.N -Additional Information: PA1(MENT-.DUE:IIVIT,H.APPLICATION -c- �� Request foG inspection Form-As PERMIT# Address:I Switches dXl - - - -- ----— ------------------------------------------------------- Outlets •BFI's--- -- --4- —=----- --- -=----------------- - - - --- --- - - --- -- ---•--- --- - -------- -•-------- ------!---------------- -- - ------- ------ Surface X11 f I,� ' - _ - - Sconces HH*'s !�' 1M 0 UC Its C ' Fans Fridge i H1N Ex}aunt -Oven Srices, -e v,pe m ��Qf1_------_.__:_ T-- �_,,`• , ~', ,- ---- ---- —�%ITCr(F'-1.-• `--- _ _-- • -+-----s:---, ;• -- --=--_--�,CT�Ic���C:=;a��---,._ ------ �- ;----� -- Go We A� A,H , 1Vliili Special- Comments' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY. OFFICE OF WASTEWATER MANAGEMENT °Health,Department Ref.N,o: 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HMthWWM@suffolkcountyny.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 :SEC 'ION,1; FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- 0 Jq Tax Map No: 1000 District Section Block Lot 0- Name of Current Applicant: Rimor.Development,LLC:; - Tel#,: (63�1), ,735=9200 , 'Mailing;'Aildress:'PO BO 90$,Cutchogue;'�'NY'11935 , ' , , ailAdd Name of Current Agent:Henry Alia E (531) 678-2667 Mailing Address:PO Box 908, Cutchogue, ICY 11935 �"��' Email Address:teamalia65@gmail-corn c DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 y nd,Andk9QQHS site inspections have not been performed.a new a licakG8vill be r "uired SECTION 2.`, FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: T—Tel#: ( ) - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: `SECTION 3' FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor. Tel#: ( ) - 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: Dater ,:SECTION 4�_, FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER, RE (check applicable) a permit to construct in accordance with this application,surveys and plans submitted. 1 here certif t at have examined this complete application and the statements therein are true and correct,and that all work shall be done in cc rd ce wi all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a mi sde e o ur su4fiVto S210.45 of New York State Penal Law." Signature of Current Applicant/Agent Date ) ;L to � � Iz Print Name of Current Applicant/Agent Title enry Alia` Agent/Project Manager " .DEPART E ONLY Permit is Transfers new Until �":g:"�23; Number-of Bedrooms Approved J114 ,Signature of I)epamnent Representative -? Date WWM-104(Rev.02/12) PIPE SHALL BE 15" CPP WITH A SLUM Oh UX ; i FOLLOW UNLESS OTHERWISE NOTED: ® STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. VECTIONS TO BE 4"" DR-18 WITH MINIMUM SLOPE 3E 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 BE C900 SLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. WATER MAIN TO BE 10" WITH 6" HYDRANT STONES FOUND IN THE TRENCH SHALL BE -REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1". ® COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT INIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' WER/DRAINAGE LINES. O BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE IINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. 41NIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. ' PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND MAY 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 TION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. ® DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN Z/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST EPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER T DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF S TO MAINTAIN ALL REQUIRED 'VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. INSTALLED UNDERGROUND. Habitable Garage Area tal SF e5 Unit NumTo L' Pointe al Numbers Area (SF) (SF) ( ) 77-124 1,999 486 2,485 utc Og e 1,3,8,10,12,14, 21,23,26,27,29, Cutchogue, New York 1,33,36,39,41,45 1,599 363 1,962 Town Of Southold 5,47,49,50,52,54, , 58, 59,68, 72,76 No. Revision Date Appvd. 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 2,5,6, 12 TOWN REVISIONS 6/14/17 AVL 19!20,,2222,,224,, 5,28,30,32,35,3$, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL 1,42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL 7,60)62,6-4;66;-70;-- -- ,60;62,64;66;70;-- 73,74,75= - - 9 -TOWN REVIStO�t S~� — —3t27/�7= 4 7 34 37 43 55 n8 SCDH REVISIONS 3/9/17 AVL 1599 3$0 1979 {oa3gned'1�7/:; �; f '._ r ^r.,aa ;+vChecicdS6�• ;1,63,6S,67,69,71 ! ' y: A _} _ ,_:;;:� :_,r> .:, LIN ti>; u 5c"r.`yrr` = .a.'3: x^..- '`t 3'`L`_',*:^-n:r'....F,,''. .�. s..•. +.wx" tis ��"�v; r: a-`}==kin'4^"w` +. "�''-f^µS`:..5^`1`yL�a>,,°;r'p�•:j� ...^..^^r'.,. ,i-r 4 L 15,16,17!18 1,999 408 2,407 Issued for Date July 10, 2015 N/A 6,18$ N/A 6,188 SUM 1000-102-01-33.3 Pwe u IrOIn °r ISI DEPARTMENT�T OE . ��icEs PERM 'FOR APPROVAL OF CONSrRu", 0all F01q A UGLE2 FP M L v RESIDENCE CNLV i 7— /f o � APPROVED_ J d% � m 2 K bra%ing Number01F NICZ- FOR MAXIMUM OF.120—BEDROOMS EV4RES THREE YEARS FROM DA`s OF APPROVAL �`�� �o V. � 4 n m/ssrsNrv.wa.savem•.+u .mw 4skj I lL to Sheet of 4 = �N� , 9 281. .. �, Project Number 29305.00 SC® S Reference # Chiu-06@0013 °«, 0 eL _ 0 co z U3 Be InsPected By The M D�Pt. Heatfli .M. 4, HOUrs 9n Advan Un*)Yy6T ce Schedule In Oyan(&). APPROVED IN ACCORDANCE WITH BOARD OF RE`rIEw DETERMINATION DATED V—S- /z 0 cri ® M W W z o H z SUR)ECT 30 COli'EWARTS RESTRICTIMIS LIBER �.� z W 0 0 PAGE ® 0 � W Q0 J �.�.. W ® o cli o a W � �Ef4GI dEEWS CERTIFICATICb RE:�),ujneD,• > W SUBMIT PE. i,6R R.A. R;°1';plc�p:TiCIq !A I— C, Iy'�R ➢10Ia�'AIa�P►Ti�it ►14r CONST 3'UCTSON < o FOR 1° PIAL AP ROVAL, UL co "o sr Suffolk County Department of alth Ser�racesTjSipproval for Construction-Other Than ri amily g �RCfErerCe NO. G!0 QL=422/j DesiF14 /00 PROJECT NO.: 00026 lJse(s) _�1��_ 1j _�iL CIS F� DRAWN BY: KCK These plans have been reviewed for general conformanes with Suffoli;; County Department of Health Services standards, relating to water CHECKED BY: TFL supply and sewage disposal. Regardless of any omissions, DATE: inconsistencies or lack of detail, construction is required to bo in accordance with the attached Permit conditions and applicable SCALE: As NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date, unless extended or renewed. CADD: 00026_SP Approval Date Reviewer SHEET NO.: ftV18Qd Plan 1 F 5 S.C.D.H.S. APPROVAL 39.22' (?AD I fiN - ,yp.> I Harvest Po"nte at %g, _ ,r�='.., =�..�i r"^.�" y�""'f _ '`�,-.-; - §}�e`�,'"- c �sr�rrs•..z`=`_�_nw.,s.. Iry R,.�z,'n��r�:� �«�'�7�M'��.'' t., .z_, - 1 , �� c ,.., _ ��. �"�sw:� NOTES. THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, W PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION 3 8' _ qq,2 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Z 1.6' in C) ^ PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY Q1 6' •N-• PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED J 3 8, 6 8' PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF 4.9' 'I Z 9 4' 2 0' AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE Z 0 9' ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THEM HIS SEAL AND O Q THE NOTATION"ALTERED BY'FOLLOWEDBYHISSIGNATURE AND THE DATE OFSUCH O Z F' O� ui ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION L COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED W ~Z F 0'9 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 0 Z 14' 2.0' (_ 12.8' Z O u? 13 8' NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS z Z N �LL rn OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED O W '-1 0,LU LL LL 2 0 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE D O) CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, LL A Q iV O �f SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS L.L a t' 28.50' OTHER THAN VISIBLE PERMANENT STRUCTURES 20.70' cV ° ' " R W 44.74' RES IVED.NO PART NELSON THIS DRAWING EERS AND SURVEYORS ALLRIGHTS S 530540 I G MAY BE REPRODUCED BY PHOTOCOPYING, CO LID RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED Hit IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN U - 20.8' PERMISSION OF THE SURVEYOR. w N 0 28.5' THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER wm 1.1' ao PURPOSE 0 N J II I..IN.. P4i— Z Z 33' Q U) 12 7' 00 - �p CO 0 0 0p 14'rn 13 7' 2.0' (h b CI Z U) O Zq LL 4.9'3.8' O 0 09, to 6' LL 0- 8.4' _68' 10, 1.6' 0 'O 3.9' 44 1, N LU OS55'40W 49.35' N C) 11 tLO o CO M N 0. `C' �j S 81°34'23" E 67.78' :-o O. c9 `Lo 0 w I , • � 13 Jam. '00, F- CD ', .s• 502 LANO r` I !M 01-08-2021 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED FOR 167.99'(ACTUAL) N UNITS 89-90 UNIT DESIGNATION MAP OF R=275.00' S52°55'20'W HARVEST POINTE CONDOMINIUM 2 FILE NO.:490 FILED September 28, 2020 L=77.85' W W SITUATED AT o I CUTCHOGUE O O TOWN' OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S 40°52'38" E6 6 S.0 T.M DISTRICT 1000,SECTION 102 01,BLOCK 0200,LOTS 33&34 27.03' N M °' SOUTHOLD S52055'20"w � of ` NELSON + POP E 19.24' ! 7 ♦ engineers•architects•surveyors (� I 70 Maxess Road,Melville,NY 11747. 631.427.5665• nelsonpope.com Z_ _ LL W DRAWN BY: JE CADD No.: SCALE: SCALE: L SCHOOL HOUSE IY ~ LANE I. CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I 1"=30' DATE: 2-26-21 PROJECT NO.: 00026 I NOTES: _ THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, CONTROL OCL PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION MODULE OCL Ov U} IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, mF- PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY c+i 44 2' O PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 1 6' PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF Y n AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 20 8.4' cV 7.0' ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND Q W < °'i 4 9' WTHE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH J Z W U 2 ALTERATION,AND A SPECIFIC DESCRIPTION OFTHE ALTERATION U OW 4 -v� ZUU ZO W i as ^ LL W M 6 O O O R COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED ' SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY n C)of 0 [--n II a NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS W 5E LL -i 1 .4' 141 ' OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED U I 12 8' C7 n IL STONE BASE N W I U) LL rn PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 00, DRIVE 2.0' CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, W W/8"PAVERI (D N q I SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS BORDER 1'0� LC EGRESS WIN. OTHER THAN VISIBLE PERMANENT STRUCTURES z (z S 53°05'40"W 44.74' N 1 v WELL,TYP. _ C 28 6' COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS LU OX ox a j RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, E B O RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED ^ LU 0 °DI W H W IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN LL Q C BOX W LU 11 l a l PERMISSION OF THE SURVEYOR D _ Ian _ mIx zo e' Lo U I STONE BASE = LU "i I 28 5' L DRIVE 1.1' EGRESS WIN. r O I WBORDER R iv 1 WELL,TYP. W O Q) 1 3.3' W W O I 12 T — 2 W 'n 11�2ND STY.O/H N w L) rn N f 14 2' Y Q I -o. W cq c� —7 LO of c0 ¢ D I O> Ix ~J 1 n Z Z U ih <•) m IanQ O W j�1 DOp_ m (nZ 4.s' a U O > N 8 4' m U 03 ^ 1.6' N .1 m � M 44.1' O S 53°05'40"W 49.35' Co. S 36054'20" E -f 288.03' °DI ~ R=275.00' f 'y DAVID L=214.39' co� � `�F�,O� S 81034'23" E 67.78' _JI W 0 05021 �J�l'� Q F_ q� LANO O C" 9 R=415.00' 1`�_ M L=116.80' 6 I C/) CO 01-08-2021 FOUNDATION LOCATION FINAL SURVEY FOR S 65026'53" E 167.99' (ACTUAL) N 04-30-2021 SANITARY AS-BUILT 240.02' ' UNITS 89 - 90 UNIT DESIGNATION MAP OF S52°55'20"W os-zz-zoz, FINAL SURVEY HARVEST POINTE CONDOMINIUM 2 R=275.00' "' L=77.85' W _W FILE NO.:490 FILED September 28, 2020 C) SITUATED AT S 40052'38" E 4 0N°. o TOWN OF I CUTCHOGUE COO LO TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' o , 0 �' S O UTH O LD S C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02 00,LOTS 033 000 8.034 000 S52°55'20"W d aj 19.24' NL0 O# ` NELSON + POPE �— - - ml Af engineers•architects•surveyors ZF- 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com W SCHOOL HOUSE DRAWN BY: NP CADD No.:INDIVIDUALS00026 I LL- � 00026 IS CD LANE CHECKED BY: PE FILE NO.: 0002i; 1"=30' SHEET NO.: 'I OF'I DATE: 06-28-21 PROJECT NO.: i I NOTES THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE } i PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION I 3 ODI H O r I IT ISA VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, <Z> PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED /OC14 Cn rn PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF Z Z I AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 3 'O /// a_- ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIXTO THE ITEM HIS SEAL AND / cli CONTROL >-CM 106 S �a 0) - THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH MODULE f N 0 Xa - CV ALTERATION,AND A SPECIFIC DESCRIPTION OFTHEALTERATION co 3 0 LU W / /� 1" WATER ap Q (�j Z `� o W a COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED / SERVICE ,.i 442' h O N SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY QC 3 W W w ti 1.6' pZN ^ 15 ZNI> NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS / / m 6 4, ___I 6 2, w Z N OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 3 ai 4.9' LU N UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED LU .>;C0 AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE C9 Z C.1 •-N 'n Z Z ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN W 0 I Q Q LL Z m M aNi t2 O o S� N i� TYPICALLY IPLAN DATEDN THE SAME TRENCH ACCURACY OF UTILITY IS NOT 121/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE UARANTEED NAND OR W j 13 0 F II II Z r` Q F- THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP Ix W _ Z-1.J 1 4' N 5 co U) - CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR Z Z (n Owl I F- I 12.8 W U_It U� 15.2' —N. FURTHER DESIGN I.LI V 3 Q IV II.I C U m N O W Q I I W I I '' CD I N 2.0' PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE U CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES. w I p) m SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS d C7 3� fV < LI V OTHER THAN VISIBLE PERMANENT STRUCTURES 20 T N 28 5' I COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS _ m RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, w 3 Ix SEG --EG m RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED (n DI I C=J ODI I o IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN I PERMISSION OF THE SURVEYOR 20 S' H ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT r w I N28 6' I L SHOWN W y M ALL SANITARY PIPING 4-AND 6'SDR-35,TYPICAL 3 11 LL. L I I N ¢ 3.3' Q �I " 'LU 3 12.7' 2 TIT I q = I _�Q ( 0; F NEbJ Iw LL W �'C1.4' 1a 7' y O AVID PF. �I I n > p H 9 n ��/ A O �F � 37 4 s' U CO Uj Ow U) a 1" WATER 7) w w I SERVICE of 441' s 17' ZN (� No. 052 v¢ c� I 3 a>rn }as° > Jam/ �SFD LAP10 ODI pZCFN p -a Iw N W co OZ U) 2000 1" ad v Oi In¢N SUFF -K CO;ArI-YDEPARTMENT OF HMLTH SES i - o�z l r APPROVALOF COS 6 RUCTED r FOR �w 3 ; N A SONGLE FA(-.i-4Y RESOCIENCE I sae JUN 2 8 902 a°o.;e�s��.6��`�.tY�-1-7 -D ��� I Ye sewage ftpoM and%VaBfP sup*�L 4 uc}CgW= 01-08-2021 FOUNDATION LOCATION e 'A vv K speded ewffied�, SANITARY SYSTEM AS-BUILT TABLE SANITARY AS-CONSTRUCTED FOR I9 � � �� ` ��'eftd 03-23-2021 SANITARY AS-BUILT �'f' sats a ►FF Wo TRUCTURE NAME TIE A TIE B UNITS 89-90 UNIT DESIGNATIO'N�MAP 0 UNITS#89-90 HARVEST POINTE CONDOM INII JM 2�;,�7 ST-1 28.6' 34.1' FILE NO.:490 FILED September 28, 2020 ;a ` < P, Craig Knepper, PE-,,Chief ST-2 29.1' 39.9' SITUATED AT t 6 Office of Wasterwater Management LP 22.5' 54.8' � CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C.T M.DISTRICT 1000,SECTION 102 01,BLOCK 02 00,LOTS 033 000&034 000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S 0L NELSON ; POP E UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 89 R10-17-0143 1,999 S.F. 486 S.F. 2,485 S.F. engineers•architects•Surveyors 90 R10-17-0144 1,999 S.F. 486 S.F. 2,485 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com �I INDIVIDUALSURVEYS DRAWN BY: NP CADD No.: 00026IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I 1 DATE: 04-30-21 PROJECT NO.: 00026 1"=30' ELECTRICAL APP OVED AS NOTED INSPECTION REQUIRED DATE: U B.P.# FEE: I ?� BY:—�& TRUSS PLACARDING REQUIRED NOTIFY LDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1: FOUNDATION - TWO REQUIRED PLUMBER CERTIFICATION FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING ON LEAD CONTENT BEFORE 3. INSULATION CERTIFICATE OF OCCUPANCY 4. FINAL - CONSTRUCTION MUST SOLDER USED IN WATER BE COMPLETE FOR C.OSUP,.PLYSYSTEM,CANNOT ALL CONSTRUCTION SHALL MEET THE EXCEED 2/10 OF 1% LEAS REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLd"Malls�, I ,A�Ll PLUMBING WA COMPLY WITH ALL CODES OF `&WATER LINES NEED NEW YORK STATE & TOWN CODES '(tG:$� ORE CGVERIN� AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN PLANNING BOARD ' 0ONOTr PROCEED WITH FR'aNll�lG`UNTIL SURVEY N STEES OF FOUNDATION LOCATION HAS BEEN APPROVED. Blower door OCCUPANCY OR and ductwork USE IS UNLAWFUL testing requited. WITHOUT CERTIFICATE- Must provide Manuals OF OCCUPANCY D, 3 and S as per NYS Energy Code DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765.1560 before All exterior lighting Backfill,OR Provide Engineer's Certification installed,replaced or that the drainage has been installed to Code. repaired shall conform to Chapter 172 of the Town Code . PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: TABLE R405.1 r� W 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 Z 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 c , 2020 EXISTING B U I LC I N G C 0 D E 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 2 SOIL CLASSIFICATION CHANGE U floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to GRouP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 2020 FIRE CODE OF NEW YORK STATE following circumstances: the job site shall bear the label of an approved agency showing the manufacturers name, the product listing, product identification SYMBOL CHARACTERISTICS POTENTIAL EXPANSION U and information sufficient to determine that the end use will com I with the re uirements. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 2 2020 MECHANICAL C(�D E O F NEW YORK STATE 2. Floor framing is constructed of truss-type open-web or perforated members. P Y q O 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 0 V PP 9 / gyp / GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, anels. the interior of a buildin b an a roved thermal barrier of not less than 1 inch sum wallboard. LITTLE OR NO FINES GOOD Low Low w 2020 PLUMBING CODE OF NEW YORK STATE P 9 Y PP 9YP 0 W 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 rn .c 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NFPA 70 LITTLE OR NO FINES GOOD LOW LOW H � = rn r- ` 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. U +r a) rovided with a 1 2 inch sum wallboard membrane, 5 8 inch wood structural anel membrane, or a uivalent on the SP POORLY GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW Low � U > �' 2020 NEW YORK STPITE ENERGY CONSERVATION CONSTRUCTION CODE- P / 9YP / P q 2. The space is entered only for purposes of repairs ar maintenance. LITTLE OR NO FINES •�N� 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 � N> RESIDENTIAL PROVISIONS Exceptions: against ignition using 3/8 inch gypsum board. SM F- = U) m Z _ SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW 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 LV- o D ca LO Q W co SECTION R101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: O � GENERAL SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW Section R303 1. The thickness of the foam plastic shall be not more than 3V4 inch. U o N v ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, _ U) - to 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 FlND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low ❑ rra co e and Two Famil Dwellin s shall a I to the construction, alteration, R101.2 The rovisions of the 2(120 Residential Code of NYS for On y g ppy gg g 9 9 P P P P y 9 P GRouP 2 suGHT PLAs11CITY U ^ p R303.1 Habitable rooms. Habitable rooms shall have an a re ate lazin area of not less than 8 ercent of the floor area of such 3. The foam lastic shall have a flame s read index of 25 or less and an accom an in smoke develo ed index of 450 or less M 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. eL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, 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, SANCLAYS YS' SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM 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 IZ 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 grade. Concrete and masonry foundation walls shall extend above the finished rade adjacent to the Continuous Insulation: Insull3ting material that is continuous across all structural members without thermal bridges other that a e of the buildin 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 g'Inches elsewhere. fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surf c g 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 backs 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 masonry foundations that retain earth and 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. enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed sRone drains, perforated pipe or O 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 0 design shalt comply with the Building Code. U 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) R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-O" in habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms, toilet section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exception: A drainage system is not required where the foundation is installed on well drained round or sand ravel W R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section rooms & la ndry rooms. g 9 g 9 shall be in accordance with the material requirements of ASTM F 1667. mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed n Table R405.1. 9 � R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall Exceptions: Z e International 2. A shower or tub a ui ed with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Section R406 Foundation Waterproofing and Dompprooffng be compatible with the performance of the conventional framed system. Engineered design in accordance with th q PP d and laced in a osition that is visible from the street or road frontin the ro ert . Address identification characters shall O Building Code is permitted for buildings and structures, and parts thereof, included in the scope of this code. of not less than 30 inches by 30 inches at the showerhea . P P 9 P P Y R406.1 Concrete and masonry foundation dompprooffng. Except where required to be waterproofed, foundation walls that retain U 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 rovisions 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 higlher of (a) the top of the W 9 9 P 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 tbituminous coating. O the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. W 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, ole P 9 9 9 9 P q 9 Y P 9 P Y P F- r he u oses of lazin . test of ASTM E1996 & AS•TM E1886 er section 301.2.1.2.1. tiara a door lazin shall meet im act-resistin standards or hazardous locations fo t p rp g g or other si n or means shall be used to identi the structure. Address identification shall be maintained. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled witYn orous fill u to a hei ht of P 9 9 9 P 9 9 fY P P 9 O m ANSI/DASMA 115. R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MILL polyethylene to permit water 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 hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of � C) o enin rotection. Panels shall be recut and attached to the framin surroundin the o enin Panels shall be redrilled 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. ❑ p g p p g g p g. p R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall secured with the attachment hardware rovided. 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 p comply with ASME A17.1/CSA 644. inches of the hinge side of an in-swinging door. 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 Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. 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 within 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 mot less than 16" by 24". SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT FLOOD Freezing Annual Exceptions: 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 TERMITE DECAY HAZARDS Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and ���"`��---iii LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPS TEMP REQUIRED Index Temp 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. H� structures n floor hazard areas, shall d designed and constructed z accordance with the provisions contained s this section. Subfloorin shall be wood structural anels as s ecified in Section 503.2. Fireblockin shall be of an rade lumber. Region Debris 2. Glazing 36 inches or more measured horizontally from the walking surface. Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the 9 P P 9 y 9 O zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam us not located under wall to r. MODERATE SLIGHT TO t0 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 reel 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 1 9 / 9 w 9 UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LF�4ST R502.6 The ends of each oist, beam or irder shall have not less than 1 1 2 inches of bearin Orn 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 bearing on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon W R301.2.1.4 Exposure category. R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and enclosure is not built so as to render the building or structure in violation of this section. strip and shall be noiled to adjacent stud. 0 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid bllocking or by 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 ^ O 3. Ex osure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or manufacturers recommendations or as shown on these drawings. P Ex osure D extends downwind 600 feet from the unobstructed area. not more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in R322.3 provided that they are designed and installed to prevent water from entering or accumulating within the components and R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a P accordance with Section R310.2.3. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding to registered truss design professional where required by the statues of the jurisdiction in which) the project is to be 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 code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the elevation rovided that the conform to the rovisions of the electrical art of this code for wet locations. `,r/ lateral) unsu orted bearin wall stud hei ht ermitted b Table R602.3 5 . Individual walls or wall studs shall be ermitted 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 Y PP 9 9 P Y ( ) P R 322.1.7 Protection of water su I and sanita sewn e s stems. New and re lacement water su I s stems shall be desi ned to Z) exceed these limits as ermitted b Cha ter 6 rovisions, rovided that sto hei hts are not exceeded. An en ineered desi n fully opened. PP Y rY 9 Y P PP Y Y 9 Section R506 Concrete Floors On Ground P Y P P P rY 9 9 9 ( ) 0 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. R506.1 Concrete slab on rades to be min 3-1 2 inches thick. shall be provided for the wall or wall framing members where the limits of Chapter 6 ore exceeded. Where the story height limits P • P 9 q PP P Y g / F- > 'I ; n 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 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall Q of this section are exceed,d, the design of the buI d ng, or the no compliant portions thereof, to resist wind loads shall be in R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand, ravel, crushed stone, crushed concrete or crushed F- 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 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. co ro er drains e b connectin to the buildin 's foundation drains e s stem R 322.2.2 Enclosed area below desi n flood elevation. Enclosed areas, includin crawls aces, 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 � U R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, R310.2.3.2 Drainage. Window wells shall be designed for p p g y g g g y 9 9 P Z 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. W or vents in the cavit of the common wall. The wall shall be rated for fire ex osure from both sides and shall extend to and be Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel 1. Be used solely for parking of vehicles, building access or storage. R506.2.3 Vapor retarder. A 6 mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches 2 y P shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course Z) tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters mixture soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 2. Be provided wit�l flood openings that meet the following criteria and are insta►led in accordance with Section R322.2.2.1: 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. U R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. O 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. Stairwa s 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 0 fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. y R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through 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 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a shall be not less than 31 M inches where a handrail is installed on one side of 27 inches where handrails are provided on area below the design flood elevation, each area shall have openings. R602.3(4). Wall sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. both sides. 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 TABLE R602.3(1) FASTENING SCHEDULE 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. EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. DISCRIPTION FASTENING (a,b,c,d) �'PE FlRE-RESISTANCE RATED 1 HOUR 0 feet 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of yyp� R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stairways with solid the lowest horizontal structural members su ortin the lowest floor, with exce tion of ilia ile 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 PP 9 P� P 9. P P � 9 risers. bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. W ti PROJECTIONS FlRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 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. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL I- M o M 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in Q N N � N ad 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 - N M ao c�i 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 DTERIOR WALL ELEMENT FlRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL FlRE-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 WALLS 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 THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL NOT FIRE-RESISTANCE RATED o HouRs 3 feet 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 the walkline. All treads shall be identical, and the rise shall not be more than 91 inches. Headroom shall not be less than 6 room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the feet 6 inches. area of the room in which the mezzanine is located. RAFTERS 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. 8. STUD TO STUD NO AT BWP including wall extensions through and separating attached enclosed assessor structures. R 311.8.1 Maximum slo e. Rams servin the a ress door re uired b Section R 311.2 shall have a sloe of not more than 1 unit ( ) 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 wolfs not more than 36 iii 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. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL Z z Z Z Z z 10. BUILT UP HEADER, TWO PIECES 0 0 0 0 0 0 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: 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL V5 rn rn rn rn rn 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 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 ® 16"0 C FACE NAIL of � Of of fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum to allow passage of a sphere 4 inches or more in diameter. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system / board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL f o I ss hon 4 feet on each side of the wall or walls and R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. ON EACH SIDE OF END JOINT (24'�tIN LAP SPICE o attached to the sides of the roof framing members, for a distance o n t e t the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the Q any openings or penetrations in the roof are not: within 4 feet of the common walls. R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, LENGTH EACH SIDE OF END JOINT) to building, the operable window shall comply with one of the following: o 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is clayey sand, silty gravel a clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the on soil that consists primarily of clay or silt or have any inorganic material or fill. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL opening is in its largest opened position. 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. TABLE R4C2.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. (� Exceptions: 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment FOUR 8D COMMON. TOE NAIL Z r T , R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening �.L� 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 Frost protection: Bottom of all footings to be at least 36" below grade. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL W 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 opening area of the window unit to less than the area required by Section R310.2.1. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 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 having R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed Q. CD 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 O O m 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 fire s 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 W 0 assemblies shall extend from the foundation to the underside of the roof sheathing. equipment throughout with an automatic sprinkler system. g g 9 P with Y 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 Iii Exce tions: 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 w I- p R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and = 1.A fire-resistance rating of X hour shall be permitted in buildings equipped throughout with on automatic sprinkler system installed accordance with Section P2904 or NFPA 13D. There shall be a minimum of two bolts per plate section and located not more than 12" or less than 3.5 from the end of ROOF, AND WALL SHEATHING TO FRAMING 0 � 0 0 in accordance with NFPA '13. each plate section. Plates shall be protected against decay and termites. 8D COMMON (ROOF) suppor at interior Z R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above 8D COMMON (SUBFLOOR) supports (see note f) 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. O 0 - w ual or reater fire resistance ratin - U i f such assemblies shall have ane a. All nails re Smoot construct on o q 9 9 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 h common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing W o R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a P2904 or NFPA 13D. Minimum Horizontal Reinforcement for Concrete Basement Walls connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), 0 z self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. W MAXIMUM UNSUPPORTED w device. d. 4-foot-b -8 foot or 4 foot b 9 foot anels shall be a lied v I B0lconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT Y Y p pp ertrca ly � R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas WALL (FEET) f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end 0 constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. walls and 4 inches on center to gable end wall framing. W co 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 c� 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 _JJ- � IX 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. R602.3 5 2x4 wall studs at 16 inches on center with a maximum hei ht of 10 feet shall su ort a maximum of one floor lus t= 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 ( ) 9 PP P 0 m 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 TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable Section R314 Smoke Alarms of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or K uJ areas. Garage ceiling: 5/8 type X gypsum board R314.1 General. Smoke alarms shall com I with NFPA 72 and Section R314. where the ultimate desi n wind s eed is less than or a ual to 130 m h, 2X6 2 rade studs su ortin a roof load with Z Q R302.9 Flame S read & Smoke Densit Index. R309.2.1: Wall & ceilin finishes shall have a flames read classification of not reater than PY g p q P # 9 PP 9 P Y 9 P 9 R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on (� o U) 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM be listed in accordance with UL 2034. center and 20 feet where spaced at 12 inches on center. - E84 Or UL 723. MINIMUM VERTICAL REINFORCEMENT BAR � G\S EQ 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 !G q R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: 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 0 �NRO ERTL,'Q�\ 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 need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the U 6, y ' 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH �} :9 l n (n � follows: (�) (�) Do not backfill with any soil containing silt or clay. width of the studs. I�-F �L. 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that **I m I 1.1 Vertically at the ceiling and floor levels. 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 & Q :1p *r rn n contains a bathtub or shower. 2 : � _ �, � 1.2 Horizontally at intervals not exceeding 10 feet. 8 10 12 bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior , , ; -< R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent W , ---1 2. At interconnections betHleen concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. non bearin walls & fi ure R602.6.1 to late framin to accommodate I In 16 a e and 1.5 inch wide metal tie = -� -r placement of a smoke alarm in a location required by Section R314.3. 8 7 NR NR NR 9 9 P P 9 P P 9• 9 9 , 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with s 8 5 m at NR NR fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers U Aet Section R302.7. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed o cooking appliance. specifications for engineered products. (figure R602.6.1) (q 2 70 9 6 ® 41 5 ® 22 NR 10 �� 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally ❑ �/�W�(O requirements, from a permanently installed cooking appliance. NR denotes no reinforcing required. - " ------= . 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed Locate vertical bars 1Y4" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. ._ . 6. Fire blocking of cornice's of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. JOB MBER R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit 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 8 9 MODEL A l Section R315 Carbon Monoxide Alarms SHEET NUMBER . 3. One thickness of 23/32: inch wood structural panels with joints backed by 23/32 inch wood structural panels. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. Q 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One gulf inch gypsum board. 9 0 MODEL A l O 6. One uarter inch cement based millboard. 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely U) retained in place. WD COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN U ( Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures a,b,c) Z N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W C , ULTIMATE DESIGN the perimeter of slob-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation wall b one of the following methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD 1� E MINIMUM NAIL P 9 9P 9 P 9 Y 9 PANEL NAIL WIND SPEED V ult of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION � SPACING P P 9 P P PP j P P ❑ � 8 MINIMUM MINIMUM MAXIMUM WALL (mph) than 6 inches (153 mm) below grade. 2. A flashing of an approved elastomeric material. 6" DIA. U � WOOD NOMINAL PANEL STUD SPACING `�� U SIZE PENETRATION STRUCTURAL 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 REFLECTIVE RED O U (INCHES) PANEL SEAN (INCHES) EDGES FIELD CATEGORY a wall in the where the furnace is located, a utility room or an approved location inside the building. from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) IF187N ❑ V 0- a> RATING (INCHES O.C.) (INCHES O.C.) 1. Galvanized steel or aluminum of not less than 0.0236 inch 0.6010 mm in thickness. Z .r- RATING N1102.1.2 (R402.1.2) ( ) N 2 B C D Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. O "'� i o v 8d 1.75 24/16 7/16 16 6 12 170 140 135 3. Other approved materials. V ~ 4- � 4 � B COMMON CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL U ■� V >N- rn ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or EFLECTIVE � 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 R WALL less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. � RWHITE c�.i (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear co � COWZ _ forces in accordance with accepted engineering practice. 4MAEXRICtJET 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Section T101 Scope 1 4" Z U n� ci- u1 / i` X�'d M R802.11 Rafter or truss uplift force. T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2" Q W c 0 (Do� For rafters at 16 a/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 _ L v, co 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 ❑ U M co Uplift Force # 117 149 182 203 226 247 281 314 roof/ceiling assemblies shall be R-30. The insulation shall extend over the top of the wall plate to the outer edge of plate Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a SIGNS IDENTIFYING THE DOSTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE C IN without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m) WH z or solar DIAMETER,WITH A STROKE WIDTH OF 1/Y.THE SIGN BACKGROUND SHALL BE REFLECTIVE ITE IN m Increase x1.09 for pitch < :i/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 CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED It COLOR,CONFORMING TO PANTONE (D 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 MATCHING SYSTEM(PMS)J187. a accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl 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 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 AFTTXED 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 eb� 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 RI AL SEAL BOX THE OBSCURE ANY METER ON THE ELECTRIC BOX,ORF THE UTILITY ( ) 9- Y P mandatory q Y P 9 Y 9 ( ) PROVIDING ELECTRICAL SERVICE TO iffE RESIDENTIAL STRUCTURE DOES NOT AVOW 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 mz) TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFIXED 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 Z 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 mz) exclusive of access or set SIGN OR SYMBOL REQUIRED BY THIS PART MALL BE AFFIXED PRIOR TO THE ISSUANCE OF A cERIncATE O 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. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE FIBER REINFORCED GYPSUM PANELS ASTM C 1278 N1102.4.2 (R402.4.2) Fireplaces. New wood-buming 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- U 0 1 8336 CATEGORY C ROOF TRUSSES SHALL B I NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 R SO Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. L E DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE Z) NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 and listed for the fireplace. T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. W construction documents. NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. TABLE R703.8.1 rA Allowable Spans for steel lintels supporting masonry veneer 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 Z 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 STORIESpositioned at the opposite (load) end from the input feeder location or main circuit location. D E U a,c (inches) ABOVE ABOVE ABOVE EQUATION 16-8) GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) IY L3x3x1/4 s'-o' 4'-6' 3'-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 16-10 0 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P q y P y 9 ( ) L4x3x1/4 6'-0` 5'-0` 4'-6' At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) 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 by a separate branch circuit that does not supply other outlets. At D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) O M L5x3.5x5/16 10'-0` 8'-0` 6'-0' GAPS IN THE AIR BARRIER SEALED. L r J 1_60.50/4 U--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 Qi� 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 WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE ❑ 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. T c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. DESIGN LOADS: TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 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 UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUIILD UP LOADS AS REQUIRED BY R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCEI-10 TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED 1. Minimum of 4 inches (102' mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER DEFLECTION ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. R703.12.2 Flashing at foundation. A contusion-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 SNDW LOAD 20PSF FROM FIGURE R301.2(6) 75". plastic with a minimum vertical attachment flange of 3 X 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 Rafters having slopes greater than L/180 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR . I,,-� mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. FLOORS) (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished Ceiling attached TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: O FLOORS: 40 PSF 1. DEPTH, SLOPE IF ANY), SPAN, AND SPACING. .. construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A ( ) 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. (- wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch p / W la screws to eve wood stud spacing. Each additional wood roof member shall be anchored b the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO UNINHABITAB_E ATTIC W/O STORAGE: 10 PSF 3. REQUIRED BEARING WIDTHS. 9 every P 9• Y Floors and ceilings w/ brittle finish L/360 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. U) 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. UNINHABITAB_E ATTIC WITH STORAGE: 20 PSF 4.2. TOP CHORD DEAD LOAD. ❑_ 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 4.3. BOTTOM CHORD LIVE LOAD. r/� r 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. m �+ � `./ mortar or grout and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to 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. 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. 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. ❑ O ` veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. > �� horizontally and 24 inches or 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 Exterior walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. R703.8.5 Flashingshall be located beneath the first course of mason above finished round level above the foundation wall or slab and at R301.2.2 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION (OF EACH JOINT CONNECTOR masonry 9 between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate ) Lintels supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLY P4 other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES,. U section R703.8. recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. fA R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. D H X402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple GM, and GC. not be less than 3/16 inch !in diameter. Weephofes shall be located immediately above the flashing. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Q 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. and walls closer than 10 feet (3048 mm) to a building on another lot. of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. C/)Section N1103 (R403) U Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems WOOD FLOOR TRUSS SPECIFICATIONS: F_ 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 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 Mandato At least one thermostat shall be provided for each separate heating and cooling system. W water disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation ( ) (Mandatory). P P 9 g Y THE BUILDING CODE. walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall A.B. ANCHOR BOLT Z) R802.1.5.4 Labelingeach piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at A.F.F. kBOVE FINISH FLOOR D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 P� P P DTL DETAIL LT. LIGHT R.O. ROUGH OPENING D EQUATION 16-8 U X different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACENT/ADJUSTABLE R. ( ) Q R802.4.2 Framing details. Rafters shall be framed not more than 1 � inches (38 mm) offset from each other to ridge board or directly EA. EACH LVR. LOUVER RISER D + L EQUATION 16-9 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 ( ) 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 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 D = DEAD LOAD, L = LIVE LOAD, 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 MAS. MASONRY S.C. SAWCUT ( ) P P y pp ( ) P supply g g pipe ANCH. ANCHOR 51 mm nominal thickness and not less in depth than the cut end of the rafter. Hi and valley rafters shall be supported at N1103.2 R403.2 Hot water boiler outdoor temperature setback. Hot water boilers that su I heat to the building through one or two I e ELEV. ELEVATION MAT. MATERIAL SCHEM. SCHEMATIC 9 y g P 9 carry P P g y P P < ANGLE FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: the ridge b a brace to a bearin partition or be designed to ca 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. EQ. EQUAL MAX. MAXIMUM SHIF SHELF ARCH. ARCHITECTURAL SHEET TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder (76.2 mm) in diameter and greater and R-6 where fess than 3 inches (76.2 mm) in diameter. Supply and return ducts in other ED. 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 TO INSTALLATION. TRUSS DESIGN R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated where less than 3 inches (76.2 mm) in diameter. BM BEAM M.O. MASONRY OPENING STRUCT. STRUCTURAL DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: MTL. METAL 1. DEPTH, SPAN, AND SPACING. members, cross-laminated timber members or I-joists ore prohibited except where permitted by the manufacturer's Exception: Ducts or portions thereof located completely inside the building thermal envelope. BTM BOTTOM F/C FLOOR COVERING CHANGE SUSP. SUSPENSION 2. LOCATION OF ALL JOINTS. recommendations or where the effects of such alterations are specifically considered. BLKG. BLOCKING SGD SLIDING GLASS DOOR n 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 N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT 3. REQUIRED BEARING WIDTHS. Iii _ g g. g j g p g BRG. BEARING SQ. SQUARE 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 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. EDN. FOUNDATION (NTS) NOT TO SCALE pp y y g g g' g ( ) y P BRK BRICK Q ry N r N N Exceptions: FLR• FLOOR TB TOWEL BAR 4.2. TOP CHORD DEAD LOAD. o � N co cd N the rafter or ceiling joists at intervals not exceeding 8 feet. BSMT BASEMENT FP FIREPLACE 4.3. BOTTOM CHORD LIVE LOAD. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-O" unless otherwise noted on plan. 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 F.R. FIRE RATED TGS TOP OF GRADE SLAB 4.4. BOTTOM CHORD DEAD LOAD. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Connect with tecos for header joist spans of 6'-O" and greater. FIRM FRAME TFW TOP OF FOUNDATION WALL F7 R806.3 Vent and insulation clearance:. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free . FOOT / FEET TYp TYPICAL 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. flow of air. Not less than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of button-lock types. COL. COLUMN OPT. OPTIONAL 6. EACH REACTION FORCE AND DIRECTION. P P g N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE FTG FOOTING O.S.B. ORIENTED STRAND BOARD T TREAD 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION IOF EACH JOINT CONNECTOR the vent. TR TOWEL ROD EXCEPT WHERE SYMMETRICALLY GA. GAUGE N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) COND. CONDITION OZ. OUNCE TRPL TRIPLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. CONT. CONTINUOUS Section R807 Attic Access or below 55'F (13'X) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). GALV. GALVANIZED 1/R ONE ROD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. G.C. GENERAL CONTRACTOR 1 S ONE SHELF U.N.O. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION / UNLESS NOTED OTHERWISE g g p g GEN. GENERAL with RCCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK PC POURED CONCRETE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 66 vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.81T12). The vertical height shall methodologies. C.O. CASED OPENING GYP. GYPSUM VERT. VERTICAL be measured from the top of the ceiling framing members to the underside of the roof framing members. PBD. PARTICLE BOARD 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. z z z z z z G.L.GGLUE LAM VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. O O O O O O 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. 9 P 9 Y ( Y ) C.T. CERAMIC TILE HGT. HEIGHT W WASHER > > > > > > International Mechanical Code (as amended), the approved International Residential Code (as amended), or the New York City PNL. PANEL * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING Of w w w w w hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 CLG. CEILING HDWR. HARDWARE W/ WITH � � � � � Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WOOD ASSEMBLY, DRAFfSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the C.M. CROWN MOULD CIF• PREFABRICATED automatic or gravity dampers that close when the ventilation system is not operating. WD DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING co attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing C.R. CHAIR RAIL HR.WD. HARDWOOD PR. PAIR W.W.F. WELDED WIRE FABRIC MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLES UNDER THE FOLLOWING CIRCUMSTANCES: o members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. HR. HOUR WO OR W/O WALKOUT / FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB nlz PERFORATED MEMBERS, Section N1104 (R404) Electrical Power and Lighting Systems D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WINDOW � PENNY PSI POUNDS PER SQ. IN. WNDW MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. Section R902 Fire Classification N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only HB HOSE BIB N DBL. DOUBLE PSF POUNDS PER SQ.FT. R 902.1 Roofingcovering materials.. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C high-efficacy lamps. I.D. INSIDE DIAMETER TYPICAL ROOF & FLOOR TRUSS NOTES: g DIA. DIAMETER P.T. PRESSURE TREATED roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3OTR. DIRECTION INGR. IN GROUND feet (914 mm) from a lot line. Class A, B and G INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access DN DOWN (,� 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 SHALL BE PREPARED AND STAMPED BY I- R 902.4 Rooftopmounted photovoltaic: panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering replacement without removing permanent construction, other appliances, or an other piping or ducts not connected to the I.S. INSIDE CORNER REF. REFER TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. Z W P P Y LP P P Y 9 P 9 P PP Y P P 9 DW DISH WASHER RMS. ROOMS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID 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 FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. L ' 0 system shall be installed in ,jurisdictions designated by low 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. KSI KIPS PER SQUARE INCH * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS a c9 feet (914 mm) from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN m R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS J o wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & B �RACING OF METAL PLATE > Y 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 CONNECTED WOOD TRUSSES. W w I- 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 ❑ I� � o p g g p q p ( ) dryer g / REGISTERED DESIGN PROFESSIONAL. temperatures of 40 degrees Fahrenheit or higher. Ice protection requirements per table R301.2 1 Install ice & water M 1502 Clothes d er duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1 2 inches for Z shield at all eaves, able ends, his & valleys. On roofs slopes less than 4:12, entire roof to receive ice & water eve 45 de ree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhausts stem GRAPHIC SYMBOLS * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS g p y p ry g g g ry Y BEEN.DESIGNED AND INSTALLED FOR THE INSTILLA11ON OF THE TRUSSES. w s 9 �_ hield. shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code (n section M1506. 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 ® STRUCTURAL CALL. REFERENCE WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 �T � 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. �"� a G2415.7 404.7 Protection against physical damage: Where in is installed through holes or notches in framing members and the piping DETAIL REFERENCE � LU underlayment application is required in accordance with Section R905.1.1. ( ) g � ,p y g ' piping g g 9 P P 9 SHT �, - All applicable state & local codes, ordinances and regulations if any. ❑ R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 is located less than 1 /z inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be FLOOR FINISH CHANGE - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict T � 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 `'' W gage [ ( )] / ( ) 9 compliance with manufacturer's specifications and / or recommendations. 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 cf 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 archiitect % 0 R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DET DET and report any and all discrepancies including any dimensional conflicts, immediately to architect for } inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member.. _ _ _ BUILDING SECTION corrective measures prior to construction. z �a 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. 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 PP9 SHT SHT /� _ < the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. # �- PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. Z o 0 ' provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be G2427.8 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 the - provided in accordance with Section R703.7.2.2. from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper W G\S� REQ \ R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be located not less than 12 inches above finished ground level. adjustment before proceeding with the work. ❑ �, R BER 11 overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 34 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 U Q' Tc ��, and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per construction shall be of the same character as for similar conditions that are shown or noted elsewhere on � X a_ y� �� deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed hour shall be installed with a 9 inch vent termination clearance. the construction document set. Q '� �,r n �m n over the dripedge 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 .41% rn 0 I 9 9 P 9 9 9 - All work is to be performed in a professional manner and in accordance with best practice and consistent - m, 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. and 4 of this code. with manufacturer's and supplier's recommended installation procedures. -1 I'll ; , F - The architect has not been retained to perform framing inspections and / or field inspection. The architect U ], r 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 �` is therefore not responsible for any end all conflicts including weatherazation, water proofing and framing U) 0 � 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 manufacturer's instructions. Dryer exhaust systems �. 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. ❑ iC` O� Section R1004 Factory-Built Fireplaces building. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER W Y R 1004.1 Factory P built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE 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 ACTINGUNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. JOB NUMBER R 10004.5 Gasketed fireplace doors. A gasketed fireplace docr shall not be installed on a factory built fireplace except where the fireplace manufacturer's instructions. system has been specifically tested, listed and labeled for such use in accordance with UL 127. 20 6023 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 R�' 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 89 (MODEL Al ) �X � P P 9 P P P 9 PP 9 PP 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. W rl," 2 cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 mz) throughout 9 0 (MODEL Al ) z the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with Ur numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W thickness and installed R-value shall be listed on certification provided by the insulation installer. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6MM WITH RAFTER, U) CONNECT KING STUDS TO TOP PLATE PAIR AITA % MN. ROOF FRAMING WRAP I-1/4"X22 6A.GALV.COIL STRAP 2x4 OR 2xb Z ATTACH TOO MH 65-w X 2A°MN OF O'POSIND RAFTERS OVER TOP OF TOP PLATE AND NAIL ATTA01 TO EAM PAR 2x AGQ LEDGER W/2-3/8"x5"LA6 DBL TOP PLATE CRIPPLE STUDS OF OPPOSW RW05 RDA ROOF BOLTS 0 16"O.': INTO STUDS Ib"D.G. U di SEE PLAN SEE PLAN 2X 13LOOKING O "I-� 51MP50N 5TRON6-TIE AAT 2 END BAYS z 55 ® EVERY RR V 2X4 STUD WALL OR 6ABLEGEILIN6 J015T OR W STIRSTRO%B�5 O �L/ ` 5MP5GN STRLFIC� SIMPSON STRGTJ6 - - -TE tt1.5 TE 116 51MPSON STRONG-TIE ��BOTTOM CHORD 51MP50N fl2 CONNECTOR®EA � � � F- „�,�� � cn 'a' 2 SIMP50N STRONG-TIE H2 817 NAILS RDEE STWWr SLL C£ATTKtfD TO EAGi PAR GP GPP05M6 RAFTERS. ALTERNATE TO R106E STRAP: H3 0 ]VERY RR RAFTER To STUD AND KIN65 Np, 8d NAILS TYP. RDEE STRM�'ARE NOr REQJRID WIBa OAUR TES GF PROVIDE 2X4 COLLAR TIE AT AND NOMINAL Dib OR 2XA U.M6ER ARF LOCATED N TIE ATTER T URD M TIE UPPER THIRD OF THE ATTIC SPACE (WHEN ALIGNED) 0 N} FOR USE WHEN STUDS AND USE IN W BNATION ONLY WHEN 5TUD5 W/4-IOd AT EACH RAFTER) G5-22 STRAP AT E- y ATTIC SPACE AND ATTAR®TO MH FAIR.GF RAFTH25 W/A 10d NNS EACH STUD,SEE V @ LO 'RAFTBRS ALIGN 'F.AFfBRS DO NOT ALIGN L5026 FOR 2xb DETAIL 4 M O L.SU28 FOR 2x8,2x10,OR 2x12 L X 6 � U Q w FRAMED OPEN ❑ _ ti .0 QR WINDOW OR () Cl) 2x4 OR 2xbOR c1) IDLE STRAP DETAIL / -RIDGE STRAP DETAIL SIMPSON STRONG-TIE DOOR (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) 11J28® EVERY GJ STUDS® Ib"O.G. ° ° NO 5PECIAL FT a / 2x AGQ LEDGER i^b'5/5"x5'LAC, CONNECTORS REQ �'�, N.T.S. LOCATE AT EVERY RAFTER / N.TS. LOCATE AT EVERY RAt=TER 13OLT® 16" OG INTO 51U05 STRAPPING TO BE I-I/4'X 22 6A. IN THIS AREA SMPSON SfRON6 5hPraON STRDNh -TE LT5 -TE N6 / 6ALV.,SLL DETAIL 4/DI.ALL STRAPPIN6 TO BEAR A MIN.OF 10'ON FRAMING. SIMPSON 9W 9P F APDL® NNS TYP. �MAY, GABLE END HALL ��OR I110y o��SFfAT11RJ6�M. , POfi�GH �ROOI= eD NAILS TYP. / ST`APP I NCC DETAIL DETAIL AT ATTIC FOR USE WHB'I STUDS AND tISE IN GOhBINRTION ONLY WHHd STUDS AND IRAFTBRS ALI6N 5TRAPPIN6 To RUN ONTO RIM JOIST,SEE `i2AFTBRS DO NOT AL16N N.TS. I I NTS. 1 O DETAIL"I(ONE STORY)OR ONTO STUD ROOD RAFTER HURR I GAME TIES AT WALL BELOW(TWO STORY) NTS. LOCAT® AT EVERY ROOF RAFTER ` ATT I G • " Z ` STRAPP I NO DETAIL 0 ' SAP�.,6F1 Por a IZ 1=08 1=R,4M CONN GTI ON5 0 � AT MPS- "• Con 2ND FLOOR / � (2)2x PROVIDE 3"x3 'X3'WASHER PLATE AT ALL ANCHOR BOLTS 4-16d FACE NAILS FROM LnO OR 4x ' KING STUD INTO HEADER ❑ �� MSTGASDS SECURED BY WOOD 5111 PLATES. / COLUMN POST TOP ANGHOR NAILS 51MP50N PAB OR 5B ANCHOR BOLT5 MAY BE U5ED IN LIEU OF E T 1 - START THREADED ROD W/WASHER PLATE. F'�-i EPD lFN6Ttt / N.TS. LOCATE AT EVgRY GOWMW 6FRD>=R GONNEGTION H/2'LP tfiGM PROVIDE 3"XVX.O36.6ALV.STEEL PLATE IN r MN EN?OF 6U b-BD NAILS AT CORNERS AND INTERSECT]% (4)NNS MRd.IN WALLS. 3"X12"X.O3b"6ALV.STEEL PLATE W/ Ir LEWTH(TYP) I � 12-W NAILS AT AT BUTT JOINTS IN STRAIGHT 5IMP50N L5TAI2 STRAP hU WALLS WHERE THB�E 51WAE PLATE OR HEADER 5-101?NAILS EACH END AT r CLEAR SPAN � 2X6 KING STUDS NDN): EACH JACK STUD l F- OPE AT SPANS IF TO b FEET 6Ur LENGTH \ - � z 24'MINIMUM LAP SPLICE THO FOR SPANS b TO 12 FEET O 5/8"� A307 ROD THREADED b"BOTH ENDS. THREE FOR SPANS 12 TO Ib FEET 2XE6 JACK 5TUD5(UDN): PROSE E OF� EW m G b B0 PRE-Dear 3/4"AND I"ROD AT SIMPSON STEEL STRONG WALL,SEF PLANS AT ALL 5PLIGE�i TWQ AT SPANS FROM 6'To I2' W IST I=L00 12-1617 MIN NAILS ONE AT SPANS<6 W tt"MN 'L THREE AT SPANS>12' SIMPSON P05T BASE `� 2"X3/8"X3"WASHER PL W/NUT EACH SIDE UNLESS NOTED OTHERWI5E ON PLAN ABU44 OR ABU66,SEE PLAN (4)NNS MR N GS 22 COIL STRAP I UPPER STORY 5HEAR m p."Ls15r11(M'.) WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL EXTERIOR HALL ❑ W T O FLOOR TIES I BELOW GONNEGTI ON O FLOOR L I FOR 5ET BAGK HALLS HDU HOLD-DOHN5 AND 5TRON6 HALL DOUBLE TOP HALL PLATE SPLICE DETAIL HEADER GONNEGTION N.TS. LOCATED AT EVERY STUD I `\ FOUNDATION 1/2'm HOOKED ANGtIOR BOLT My 1• MINIMJM EMBEDMENT OR EXPANSION 13 ( Y. NOTE: I \ 80LT MY 5'MINIMUM EMBEDMENT KT-` I KT-S. I N.T.S. 16 r (.OL 5TRAP5 LFM 60TIRN6 PROVDE 6d 0*10N(0.151 x 2.5Lab)NNS. I \\ v (OL 6rRAP5 ORR 6EATILMS FIRM 10d GOAR+dON(0.151 x 3 LM)NNS. \\ COLUMN POST BOTTOM ANCHOR ` 6 ALLOWABLE HOLES - co co LOCATE AT EVERY COLUMN/GIRDER GONNEGTION I I Arts TO RAT VAIEY NAc 817 NAIL®b'O/G AT ALL PANE]EDGES IGD NAIL® 24'0/G U ` MM Ed NYHS TX_NAW 160 NAIL®24'0/0 I 15 I�WFGAt 51MP50N HGP HIP s�PLAN No TMINC7 PLYNooD LVL Headers a nBeams HIP RAFTER, I"PJFfSt INTERIOR LSL hole erStrande Paralia PSL Microllarne L NOTE:WHERE 24'WIDE MNIMUM FULL HEIGHT I (4)�`MR IN CORNER TIEone and 0 WALL RETURN 15 PROF MINIEI?AT B�5 OF r U3J6Tfi hole zo largest hole;(min2 x diameter of ilmum) ya depth 0 BRACED WALL LINE THE 800#HOLDOL N MAY O BE ELIMINATED. PROVIDE TWD(OPE AT EACH I Dt"tHJ5Tt1(MN) �`J bo NAIL®b"0/6 SIDE)G5-22 STRAPS PER DETAIL 4 IN LIEU OF I 13/4"NN NAIL SFEATHING TO SIMPSON BP WASTER ° o AT ALL PANEL®6E5 INTERIOR - LSTA3b STRAPS SHOWN IN THE DETAIL. d o 0 0 I SILL PLATE W/Bd � 2X Ata SILL PLATE. DOUBLE ° EXTERIOR - - T - - - - - � - - NAILS o 4'0/G SILL AT FULL BASEMENT5 GYP51)f I BOARD 0 0 0 5/8 DIA.STEN.ANGHOR Microllam® LVL and J T MINIMUM - - - - - Ix b MAT VARY BOLTS MAX 2'-8'oc SD NAIL® 12'0/G AT ALL EMBEDMENT BOLTS BOLTS MIN.7'INTO CS-22 COIL STRAP JVK 9W TO R/Pu MEMBERS NOT AT PANEL E06E5 Parallame PSL FON.WTH TWAITEP�NUT# allowed hole zone 3•x 3'WA6HER TO EACH BOLT. (2)2 x b AMCQ ShPSON LTP4 PUTS VALID TO middle Y3 span PROVIDE TERMITE SHIELD SILL 5114"COL 5TW 15/32"05B OR -L5TA3b MV 10-10d NAILS #4 CONTIN10119 BAR SEAL AND MAINTAIN 8'MIN. �1 RATE RM ADD SILL RATE 0 WO/G AT Faai PA'rW wrest PLYWOOD 5HEATHIN6 INSIDE CORNER OUTSIDE CORNER d 1.3E TimberStrand® LSL allowed hole zone d �_ r� INTO STUD ABOVE AND LOCATED 2'TO b' FROM MND TO FINISHED GRADE VAiEY NA NrH�Aa 5EL.OW(2 EACH CORNER) FROM TOP OF WALL PAL A5 fHt TAgF CJD WFGFA. F- vi o C6 Tall=2,980# NOTE: PLAN VIEW PLAN VIEW Lii Wo General Notes Q N N � N Cq 5E CATION PLAN COIL STRAPS Ut�ER SHEATHIN5 PROVIDE:ed COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR FALL TOP 0 " M 00 04 STRAP''OVER SHEATHIN6 PROVIDE:IOd COMMON(0.131 x 3'LANG)NAIL5. HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loalded EXTERIOR GORNERR DEPTH HOLE SIZE headers and beams only. LAY-OYER OR F=ALSE VALLEY PLATE H I p GONNEGTI ON nd STORY GORNER GONNEGTORS TYPIGAL ANGHOR BOLT STUD TO RIM JOIST TO SILL_ PLATE ST-RAPPINO DETAIL WALL ERAMINO 4%8' • Noholesi Canty 5Y2" 1%4" No holes in cantilevers. 7Y4"to 20" 2" • No holes in headers or beams in plank orientation. N.TS. See illustration for Allowed Hole Zone DO NOT cut,notch or drill N.TS. LOCATED AT EVi=RY CORNER N.T.S. LOCATION AS NOTED N.TS. 1-OGATE AT EVERY STUD N.T.S. N.T.S. holes in headers except as indicated in illustrations and tables. rri A MINIMUM OF TWO BRACED WALL LINES(13HU ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BWL'5 SHALL NOT BE SPACED 0 Z 0 Z 0 0 ExrFJ�v®STRAP AND WALL st1EATnlae; � Exr>=wm srRAP AN? wALL�Am1r� n o 0 0 0 0 0 MORE THAN 60 FT APART. WALLS WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. BWL LOCATIONS ARE I�� TO TOP OF PON]'WALL F 1���I I NOTE- TO TOP OF PONY WALL F l� j ? j > j on INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY 8E I I 2 FT MAX PONY WALL MAY BE I w w w w w w `-AfeaON DTTIZ tYYIlDOWN AT(i'M/`'P PRA('® A BRAGED WALL PALL(BVP)SHALL BE61N WITHIN 10 FEET OF EACH END OF A BWL. THE DISTANCE BETHEEN ADJACENT PLAGED ON TOP OF HEADER PLACED ON TOP OF HEADER WNL EFD PANELS(TYf�Al IDU A6 RELI W F_p6E5 OF BWPS SHALL NOT BE 6RFATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWD BW ON EACH BNL EXCEPT AT m ® AT wAap WNL PETALS G AND D. WALLS( 16 FST LONG MAY HAVE ONE 48"OR LONGER BL^P. BWPS ARE TYPICALLY G5-W5P SHEATHED BRACED WALL PANELS ® (TYPE A)OR 6YP5UM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BNP TYPES A 3 U7'WIDE LVL HEADER(SEE PANEL ® a�1av MALS AT DTT1Z CONTINUOUS TO OUTSIDE of PANEL o AND B DO NOT QUALIFY DUE TO MINIMUM L.E116TH REQUIRET�NT5 OR ADDITIONAL CONTRIBUTING LENGTH OF SOUP 15 REQUIRED. N ® BW TYPES ARE INDICATED ON FLOOR PLANS. 0 r ^ N ® 3/8'm THREADED ROD Z Z v J ® GS-WSP GONTINUOU5LY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET CONTINUOUS IIV+'MIN DEEP HEADER TO GONTIPiKX/ IlV4 MIN DEEP HEADER TO NOTE:WF�2E 24'WIDE MINIMUM FULL tE1GHT THE MINIMUM LENGTH REQUIREMENTS OF TABLE 8602.105. NAIL T(e MINIMUM WALL OUTSIDE KIN&STUD(SEE PLAN) Q OUTSIDE KING STUD(SEE P1AW Q PANS®LE ~i WALL RETURN 15 PROVIDED AT ENDS OF SHEATHING WITH 8d NAILS®b"o/G(ED6E5)AND 12"0/0(FIELD)AND PROVIDE 2X LU LU CS-We BRACED WALL LINE THE 800# BLOCKING AT ALL UNSUPPORTED PANEL EDGES. PROVIDE&00 POUND HOLDOWN FASTEN J'5HEATHING TO HEADER IN � FASTEN� SHEATHING TO HEADER WA t Z HOLD"MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE a 817 NAILS o 3'0/G IN EACFI DIRECTION a 817 NAILS®3'O/G IN EACH DIRECTION 6HTKAL( MIN PANEL 2 EITHER A 24"MINIMUM FULL HEIGHT WALL RETURN OR A 48'MINIMUM BHP. w 51HP50N LSTA24 STRAP ON BOTH 5105 AND LU SIMPSON LSTA24 STRAP ON UN5FEATIED FE16HT(FT) WIDTH°L" TRIM TOP OF PANE.AS REQV 0 FACE OF HEADER To JACK ST.0 WA Ib-100 NAILS � � FACE W/16-IM NAILS � 8 28" d TABLE 8602.105 MINIMUM LENGTH REQUIREMENTS OF G5-W5P Q z z q 32■ b-114,SD5 5GRl3i O CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO WADER W/2 F- FASTEN TOP PLATE TO HEADER W/2 F- J ^ WALL AJAGENT CLEAR MINIMUM LENGTH OF O ROWS OF Ibd NAILS•3'O/G ROME OF Ibd NAILS•3'O/G V 10 335 PORTAL STRAPS V2'FROM EDGE ON j 1� U iLi LL O " BOTH SIDES(4 STRAPS PER PANEUJ HE16K(FT) OPN6 HE16HT BRACED WALL PANEL 12 42' W � -51MP50N GNW COUPLER WT <64' 24' 0 (2)JACK 5TUD5 MIN.OR PER Pl1W O (2)JACK 581175 MIN.OR Pfl2 PIAN Q ( = Q H E- BLOCKl%AT PANEL E DeE5 V U 0 $ 64'TO 80" 32; O BLOCKIN&AT PANEL ED6E5 O SIMPSON SWSB 5TRDN644ALL 58 Z BLDGKIN6 AT PANEL ED6E5 PANEL SHALL HAVE A L EN6TH'L'OF NOT PANH,VERIFY PANEL 15 PLUM ffi 0 80(TTOO+gb' �, 6YP5UM BOARD "6B"BRACED WALL PANELS(TYPE B)5HAL.L BE ~ PAFEL.SHALL HAVE A LE N6TH V OF NOT ~ v LE%THAN 16'FOR 8 FT WALL,I8•FOR 9 LX LE55 THAN 16'FOR ONE STORY AND 24'FOR U) 1...�� w ANCHOR BOLT OR q 64'TO 80" W. 46'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE O FT L AND�.FOR A 10 Fr - O FIRST FLOOR OF TWO STORY APPLICATION. NOTE:DETAIL APPLIES TO W ^ � F- ADHESIVE ANCHOR 80"TO qb' 41' 8602.105. 5EGURE)2"GYPSUM BOARD WITH bd COOLER NAILS, O O SEE PLAN FOR ACTUAL 1346TH, BOTH Edgy OF FIFADHR F'•�•'1 Z PLAN FOR ACTUAL LE46TFl. J ■ 3 IF WIDTH TO HEIGHT DIFIEN5ION5 ARE ^ < <64' 30' .Ogl5°X IYe GYPSUM BD NAILS,OR Aq8"X I/e ANNULAR RINGED .� E WIDTH TO FEI6NT DIMEN510N5 ARE � w 1 p 64'TO 80" 30' NAILS®110/0(ED6E5)AND 1"O/G(PIELD). BL.OGKIN6 15 NOT EXCEEDED THEN DETAIL'F'TO BE UStb. EXG�FD THEN DETAIL'f"TO BE USED. Ij NOTE.- ❑ w REQUIRED AT UNSUPPORTED PANEL E06E5 WHEN PANELS ARE N v 80'TO qb' 38' INSTALLED HORIZONTALLY. PROVIDE J015T OR TRUSS OR FULL IF GONTINJOUS FEAJ7H215 U5(fi OVER xx BOTH OPBdINf{THEI MIDDLE WALL cn 'Partial credit for Panels 36"to 48"wide per R602.1052 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALL5. xQ ONE JACK AND KING STUDS Q ONE JACK AND KIN&5TUD5 �M'15 NOT REOTJ "L" EQUAL TO J TPIGAL HOLDONN DETAIL AT CONTINUOUSLY SHEATHED WOOD TWOKIN65TUD5 or > I2 FASTEN T/Ib'SFEATHIN6 TO EACH STUD � FASTEN 7/Ib'SHFATiHIN6 TO FAGH STUD H FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" - TYPE A B GYPSUM BOARD "GB" - TYPE B AND SILL My COMMON NAILS N1 3•oiG AND SILL W!eD GorsHON NAILS®3'o/c O Q FASTEN1/W 51{FATHIN6 70 571117 NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 PORTAL DETAIL'G'ONLY APPLIES AND SILL Mu 8d NAILS o 4'oiG J N.TS. TO 2 FT TO 18 FT WIDE OPENINC-6. SIMPSON FDI15,15 IN D U W/14-ID STT 51MP50N H5 I HO DOMI'LOO W/b-VE. Z U TABLE 602.103(0 I3RRGIN6 REQUIREMENTS BASED ON 140MPH TABLE 602.103(2)WIND ADJUSTMENT TO SCREWS IN DOUBLE STUD SDS SCREWS L NO FLOOR ABOVE. WIND SPEED,EXPOSURE B,3o FT MEAN,Roof--HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACIN6. 2-I/2'm ANCHOR BOLT OR ExPAN510N H7U4 FIOLDOYa1 MU to 1/4'5175 U) 5GRB^Ci IF FLOOR ABOVE. PANE.TO SR DIRECTLY ON TOP Of CONCRETE FOUNDATION WALL W BOLT WITH 2•X2'X`,W PL WA5F SOON DTTIZ t1OLD17AT1 AT(f WSP DTWr� WALT HEI61iT5,AND 2 BRACED HALL LINES V2"m ANGdOR OR EXPANSION BOLT ADJUSTMENT STORY GOFIDITION ADJUSTMENT OVER - � G\ST REQ WALL EW P�M&IUU AS BASED ON 5UPPORTIN6 FACTOR 2-1/2'0 ANCHOR OR EXPANSION BOLT ! CONT fro BAR CONT IN TOP OF CONCRETE CONCRETE #4 BAR GOVT IN TOP OF GONGRETE U 5HEATHIN6 EXP05LRE CATEGORY ONE STORY G 1.2 FOUNDATION ®• AT DRAaq WNL PETALS G AND D. STORY BNL 5PAGIN6 METHOD 6B FOUNDATION FOUNDATION #3 TIE Q- N oBERr O ® S HOD NAILS AT DTTTZ TOP 10' 25' S 5' EXP051RE CATEGORY ONE STORY D 15 04 BAR GOVT N TOP AND BOTTOM ® EXP05URE CATEGORY TWO STORY G 13 i PAB5-18 ANCHOR BOLT OR Fe T� OF CONCRETE FOWATION 51M I50H SMI X24 OR PART-18 AP�HOR '�✓ � (fl ® EXPOSURE CATEGORY TWO STORY D ib EXTEND WALL%FATHIN6 OVER RM JDIST ROD W/WASF�R PLATE,SEE DETAIL 15/171 a BOLT OR Ye"THREADED ROD, ■•:, .. m C7 I PAB5 18 APY410R BOLT OR/e THREADED r Z TOP 20' S.0' 10.0' OVER ROD W/WASHER PLATE,SEE DETAIL 15/171 SEE DETAIL I5/DI 4.a F, -i I ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL E06E FRAMED ® TOP 30' 1.01 145' ROOF SAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR MUMU-PORTAL DETAIL TYPE D ONLY APPLIES TO b FT TO Ib FT WIDE OPENIN65. PANEL HAS CONTTRIBIITIN&LEN&TH OF 48"TOWARDS 8602.10331)MINIMUM L.EN&TH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANE-HAS 0 SIMPSON STRON6i^IA L REam;t5 EwiNE FRED DES16N TO TOP 40 q.0 185 ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 RE-MIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINJES. WALL TO BE GONTRIBLmN6 LENGTH OF 48•TOWARDS R502.103(U MINIMUM LEN6TH TO DETERMINE PANE.SIZE AND ANCHOR BOLTS FOR 810 ROOF EAVE TO RI06E ROOF+I FLOOR 20 FT 1.3 US®ON MT R,OOR APPI"TIM ONLY. REGUIRE ENTS FOR BRACED WALL PANES AT BRACED WALL LINES. ACTUAL HORIZONTAL DESIGN WIND LOAD AND CONDITION TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 NFWYo ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP bo' 13.0' 275' WALL HEIGHT ANY STORY 8 FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL JOB NUMBER 3/8'40 ANCHOR BOLT OR BOTTOM OF 2 10' 5.0' 105' WALL HE16HT ANY STORY q FT OA5 n n n n APHEi1VEANGHOR WALL HE16HT ANY STORY N FT IAS C FRAME CS-PF DETAIL - TYPE C D PFH DETAIL - TYPED E DETAIL - TYPE E �NTT�cAL��ERF2O OO2BOTTOM OF 2 20' 9.0' 19.0' WALL HEIGHT ANY STORY 12 FT I.I NOT TO SCALE PER FIGURE 8602.10.6.3 NOT TO SCALE PER FIGURE 8602.10.6.2 NOT TO SCALE PER FIGURE 8602.10.6.1NGINEERED METHOD W eva: q •a NUMBER OF BNL PER PIAN DIRECTION AT STORY 3 13 BOTTOM OF 2 30' 13.0' 275' N1MBf3z OF BWL PER PLAN DIRECTION AT STORY 4 1.45 SHEET NUMBER Q N1tEER OF at PEt PLAN DIRECTION AT STORY 5 OR MORE Ib BOTT°M�2 50 110 ° WALL PANEL DETAILS GYP SD FINISH OMITED FROM INSIDE FADE OF BW 1.4 r2j_�BRACED HoLDo�N DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-WSP ONLY UNITS 8 9 (MODEL Al ) � 9 0 (MODEL Al ) Z 20 , , GYP EV FASTENING ANY STORY 4"0/6 0.1 p_) NOT TO SCALE rJ7 N TS. BOTTOM OF 2 b0 25.0 525 APPLIES TO METHOD 65 ONLY W COPYRIGHT GRCH ARCHITECTURE P..C. 2017: ALL RIGHTS RESERVED I ^ , Z W E n U U LONT.vxlr Ci OGKMb TYP.DTITIA2 WALL 0 z 2•x4'ourlveers® � z.° .- 2 V FIZMfD soFFT + 2 2q O o �d (n U L + 4 •r-1 ROSES,TO ALIEN RID6B TO ALIGN (2)Vxb"ftXKW 1 2 p N : PWrL ft" FR.Nxbx8 F— RIDGE VENT RIDGE VBdT WY"FYPON"OR EQUAL z z 6 6 rx8•TW 0 �� M TYPICAL ROOFfN6: TYPICAL ROOFING: rxb•FAr. R U w M co ARCfHTECTI RAL SHIN61E5 15�FELT UfJDERLAYMENT ARGHITEGTU DE LAYMENT V M 15#I�LT UIJDERI AYMB�T I/2•PLYWOGD 51fATtiIN6 1/2'PLYWOOD 5HE4THING I/2 PLYWOOD SHEATHING b'AZEK TRIM b'AZEK TRIM rx4•TRM I _ AI.I 12 12 12 12 VENTIL BLOCK IDTLBbxbxB DENTIL BLOCK ODTLBbxbx5 12 g 12 BY'f""OR EQUAL BY TYHON'OR EQUAL 12 5 6•AZEK:TRIM 6. � X12 12��� by 6•AZEK TRIM G ULE END DETAIL 4 6' OH. tp�i2 12 tp OH. OR 9 r IN 3•A��RAKE BD W/ + <+ IN 8'1 AZE RAKE BD W/ ' N.T.S. AI IN 3'AiFK TRIM(TIM) 12 b'AZEK 12 IN 3'AZI TRIM(lYP) ^ Z z 0 L4 b'BLINE)RAlEd6 12 ROOF BREAK b'HIGH BLIND RODE b'BLIND FLASHING r U FLASHING STANDPI5 SEAM — — — — - — — �= N METAL f?OOF F _ Ix8 FASCIA 8D. _ METAL ROOF BEDROOM#2 PL HT = b'BLIND AL16N 8•AZIX ALIGN b'BLIND = BEDROOM�2 PL HT 0 I'-0• �� FI ASHIN6`r``FASGIAS FRIEZE BD. FASCIA5�` FlA5HIN6 0 1-0. Ln ... -0. ,.-0. -0. -0. - - _ _ I I uu _ �uul;_ _�I__il_.I -1 _II-_ _ _ --- - —_ a+. oH. off ---i I I I ,.Xb'AZEKU-FTTFTT � ❑ TRIM BD 4 I ii' �' I = Q TRIM BD _ II - Q ® avBR GIRDER � I I I ave� Q � ] -;?,-J.11 11 1 1 11 jr E..� I i i ! I I I I FIN. IST FLOOR I FIN. 1ST FIN. 15T I [-J11 HI 11wil P FIN.IST FLOOR ELEY= O'-0' FLOOR FLOOR E,�/= o.-0• -_ 10"SQUARE HB86 PERMA CAST bxb P.T.POST HATH 51MP50N I I I I I I BG5xb P T P05T HITH SIMPSON 6 POST GAP ANCHOR B I 10'5QUARE HB86 PERMA CAST I O COLUMN#46382 W/SQUARE I 86523/6 P05T GAP ANCHOR t / GO1"#4bW2 W/SQUARE n I FLAT CAP E BASE(OR EMAIL) I SIMPSON ABU GOLIM)BASE I I I I I I SIMPSON AL'��) I FLAT CAP I BASE(OR EQUAU I PRC, DmCORIsBZ�Wr s�PLIT TO I I I I I I I I PRaR Vlom W 5PPLIT CORNER COL"TO IT I ) I i I I I 1 I I I � I I I I I I I I i I ❑ w O UNPIN B5MT FLOOR I I I I I I I I I I > �r - - - = - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - _UPFIN.BSMTfFi00R - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � U mRONT ELEVATION FRONT ELEVATION Q �' 3W = V-O° 3 6 = V-0' F— U UNIT 90 UNIT 89 Z W MODEL Al ( MODEL Al ( 0 RIDGES TO AL16N RIV9B TO ALIEN liJ Q Q N N � N 00 RID6E VENT n M06E Nadi 0 2 12 t 135 12 12 t 135 CRICKET BEYONBJ CRICKET BEYOND 01: t 135 t C35 I 12 — F11 Hl. RIJ 12 O O O O 00 12 12 12 12 to to to to to I2�•I'0' I'O' -0.= I'-0' -12 W W W W W W INSTALL ICE E WATER SHIELD 12 OH. OK INSTALL ICE B HATER SHIELD w w � IY Ix w PER MANIFAGTURER5 12 --- 12 12 12 P62 MANUFACTURERS SPECIFICATIONS TO MAINTAIN 12 12 IFIGATTGNIS TO MAINTAIN ip PRODUCT WARRANTY 1x8 FA56IA BD. PRODUCT WARRANTY o Ill 11111 a Lo 6'�IN6 IN' NOTEI 8'AZA FLASHID APPLY ICE t HATER SHIED IN FAIRI if N APPLY ICE t HATER 5HELD IN FAIR ��� r WEATHER HHEN THE AIR,ROOF DECK AND HEATHER HHEN THE AIR,ROOF DECK AND MEMBRANE ARE AT TEMPERATURES OF 40•F MEMBRAHE ARE AT TEMPERATURES OF 40°F (5'C)OR H16HBR. (5'6)OR H16HER. — — — — BRICFE PL HT MSIR BDRNi MSTR BDRM _ BRKFST PL HT f-- - — PL HT PL HT Z 1'-0' _ ON. 1'-0' 1 6' - - -------- -- 1� I0H. OH. HARDiPLAMK SHINGLE SIDING OH, I OH. OH. D LiNIE D EXTERIOR WALL 0 m EXTERIOR WALL J _-TYVM OR EQUALI I I I �1T — - -- I'-0' I'-O' � 50FFIT OR -7/Ib'055 SHEATHING — - -- _ I x ---J -J--- -_ OH J J 5 I - -TYVEK OR EQUAL ; �� Y = v I � -VI6'O5B SHEATHING W U 6i -2xb HOOD STIRS®Ib'O.G. x e _ -2xb NOW STUDS•Ib'O.G. W M � I t I I �-• I I i t �` -b'R-21 BATTS Q I t Q N o 4 ry Q v l Q -6'R-21 BATT5 U 0 p II p II dJ g = _ li it 4 = Z O Q Q O II II WALL 11 IILu Lill I BEYOND. W O I Q w Z r_ , 111111 11111111 IIIA I 1 1111 Ili ill 1 11 11 It 11 _Lj 14L W ooR EKY= o-o' 2020 NYSR(-624:278 t503b) w < FIN. IS-�f FLOOR IULi4 I I IN. IST FIN. IS I i FIN. IST FLOOR ❑ ELEV= 0'-0' VENTING 5Y51�h11ERMiNATION LOCATION: THE VENT TERMINAL OF A DIRECT VENT APPLIANCE HITH AN 6i C� bxb P.T.P05T HATH SIMPSON 10'SQUARE HBd6 PERM1A CA5T 10'SQUARE HB86 PERMA CAST bxb PT.POST WITH SIMPSON INPUT OF 10,000 BTU PER HOUR(3KH)OR LESS SHALL BE _j � 86523/6 POST GAP ANCHOR E 1 I I I I II I III I Ix4 AZEK TRIM I I I I Ix4 AZEK TRIM I I I II I I I I I ( I i BC523/b POST GAP ANCHOR t I C 7 COLUMN W382 W/5QUARE III I III I If I it I ><463b2 ` LOCATED AT LEAST b'IFROM ANY AIR OPENING INTO A ALL CSW50N AB" AIM) ( I FAT GAP a BASE(OR EQIIAU I I I III I II ( I I I I I I I III I it ( i I FLAT GAP B BA5E(oR EQUAL) I I SPP�Ca,6�B I BUIL01%,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 9W PER HOUR BUT WT,CVIER 50POO BTU PER HIM 5HAILL BE CORNER COLUMN TO f3E 1 I I N I SII I I I I I I I ( I IIS I II I I I I -GORHaz COLUMN TO BE I I I INSTALLED HATH A NC;H VENT TERMINATION G RW_&AND Z PRCYIDM W/5PLIT KIT 1 8 1 W1 11 I W w I IIW I ii I PROVIDED W/SPLIT KIT AN APPLIANr E WITH AN INPUT OVER 50AQ0 BTU PER HOUR I I I I I I L=-L==� I I i I � I I i I ��a Y1�41 I I I I I Z --- I I I I ----- I I I � � SHAM HAVE AT LEAST A 12 INCH vedr TERMINATION LL 4 ( I I - CLEARANCE THE BOTTOM OF THE VENT TERMINAL AND THE AIR 0 INTAKE SHALL BE LOGATED AT LEAST 12'ABOVE 6RADE. (n �1 I I I w GEST E R p NRo6 RT A'p I 2020 NY5RC-IR312.2.1 U O�� c" �y —_ —_ —_ —_ - -_ —_ —_ —_ —_ � �I- - - - - - - - - - -_ - - _ --I- - - - - - - - 1 - - - - - - - - - - -- BSMT"Lot - - - - - - - - L — - - - - - LII- - - - - - - - - - - - - - -ILL - - - - - - - - - - J OEIN RA13LEHNDHOPEI%6LCATEDESSTELLINS UNIT5,HHEIRE THE TOP OF THE SILL AN 1 1 OPERABLE HANIDOW OPENIM615 LOCATE)LESS 24' Q + ' L m ABOVE THE FINISHED FLOOR AND 6REATER THAN 72'ABOVE 1 �'- c z THE FINISHED 6RADE OR OTHER SURFACE BELON ON THE W EXTERIOR OF THE B I DIN6,THE OPERABLE HAN DOH SHAM = COMPLY HITH OMB:OF THE FOLLOHIN6: (� OPENW;5 THAT HALL INOT ALLOW A 4 INC+I DIAMETER 5PH�RE -REAR ELEVATION -RAR ELEVATION TO PASS THROUGH THE OPBIINS IN ITS LAR6EST OPENED � � 10 POSITION. 3 b = V-0" 3/Ib" = V-0' r FALL ReVENTION DEVICES THAT COMPLY H1TH ASTM F 2090 ❑ NFW Y 0 (ITE KIN"OPENING CONTROL DEVICE AFTER OPERATION TO ` RELEASE THE CONTROL.DEVICE ALLOHI%THE WINDOW TO . ............... FULLY OPEN,SHALL NOTE REDUCE THE NET CLEAR OPENIN6 JOB UMBER UNIT89 UNIT 90 AREA OF THE HIN DOW UNIT TO LESS THAN 5.7 SQUARE FEET. w 2016023 MODEL Al (HOLLY) MODEL Al (HOLLY) Q SHEET NUMBER UNITS 89 (MODEL Al ) & DUET CLUSTER 90 (MODEL LEVATIONS Al )) A I W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RI1?6E VENT cn C) FIRE RETARDANT Z C ' PLYWOOD SHEATHING w 1��1 0 2"x8"RIDGE BEAM U 0) =3M06B TO AL16N Q RI06E5 TO AL16N 12 12 0 r ' v U RIDGE YENI ry R106E VENT 121— 712 2')(b"RR O N 3 ® I b"OG. F- L 0 rn ca 12 HARDIPLANK 12 "` 12 D (2)21XIO" 0 0 HORIZONTAL SIDING __ 55 HARDIPLANKPT GIRDER I— �= xn n'>: 6UTTER5 t LEADERS q HORIZONTAL 5101% SECURED TO U) !Eai Z — ALL 6UTfER5 t LEADERS SHALL BE BAKED -12 -T WIRE ALUMINUM A32'MIN.6A ISE,6UfTER5 12 WAIL® Z L x(n +3 c�� _ �rlDsU Q t 85 Wo — --1'.0- -- — 12 3 85 — _ --_ SHALL BE 5'SEAM E55,0 6.STYLE YV ALL RIDGE VENT _ --= "�'— — RHATr�t REQUIRE ALGESSORIES. LEADERS RIDGE VENT - 10 "` "�'' SHALL BE MIN.25x3',DDT'6AU6E W/CLIPS t ANCHORS. CAULK E SEAL ALL JOINTS. PITCH VENTR-= 6UTTER5 MIN.1/8`/FT.PROVIDE P VBG. ❑ U M ' :,•. . _ — RECEPTORS V ABOVE 6RADE TO REIVE ECLl. _ LEADERS(CLOSED GAP DE516W. I'-0'. co 'n 12 10 12 12 "�.-, TORY 12 - _- BEYOND BEDROOM#3 T„ d" BEYOND WALL BEYOND _ - '— ROOF 0 COVEM!V PORCH BEYOND i 10 GABLE O.H. 6-0" O.H. -_ -_ :.� 2 Xb FIT BEAMS —•y�� ai p Ir Z IX8 FASCIA W. �,.� ,,. ® 160 .G.W/VENTED BEDROOM#2,� -i�o ' � (*/)b BRKF5T MSTR ESR - 12 2 2 12 VINYL 51FFIT BRD O ''' �"PL HT . .�_ PL HT PL,HT . '-0"_ - r-0' r-0• OVER U - -- - .�-oH. OH. OH. -- -- GARAGE _ � -- _ — PI 10'5QUARE HBd6 PERMA a - - - I I I ' CAST COLUMN#46382 Wl o - 8'AZEK SQUARE FLAT GAP d Z 01+. .. �.-.- FRIEZE BD. L"14: '� hl'' — I I a- © I 11 II I o BASE(OR EQUAL)- U 44- MAST! z I I _ CORNER COLUMN TO BE 4 T-1 .. , .,. I I BEDROOM I I g PROVIDED W/SPL IT KIT _(• ` i,l,_ r . I I = g I I WALL BEYONDWALL Q 4 11 11 Hill il 11111 1111111 Hll Ill 11 6ARA5F 1` T LSI' I I 4 Q 4 I i i CO."0 cauMN O I I Q coLula+O 4 u- 1_ _-. BEYONIll D 1 1 I I PORCH i i -' FRONT PORCH O COVERED m ._ll.;_ I I I I PORCH BEYOND 1 I BEYOND Z II II IN. IST FLOOR FIN. IST FL O _ _ FIN.1ST FLO FIN. IST FLOOR - r — — — ELEV=0'-O" EL=V= 0. " — — — ELEV= O'-O" w ELEV= O'-0" I I I Ix4 AZEK TRIM I I -( I I Ix4 AZEK TRIM I I I I I i I I I I I HOUR RATED EXTERIOR I FIR5T FLOOR LINE I PORCHIFRONT I I I I FSI I I I I I — I I I I I I I I I $55E 1MBLY SEE DETAIL: Na I v ~� I I I I I I I I I I a.l I O VWM� I I ISI I I i I I I IFLOOR ��� ��- - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - - - � - - - - - - - - - =I- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -�] o H m � b'-0" ❑ TYPIGAL PORCH SLAB ��■■� '4'P.G.5LAB(MIN.3500 PSI GONG) REINFORCED RIGHT 51DE ELEVATION LEFT SIDE ELEVATION (BREEZENAY 51DE) TAMP4FILLTTH %DEN51TY ^J 'TAMP d FILL TO 95SK DENSITY w 311b* = I'-0co UNIT 89 UNIT 89 l BREEZEWAY SECTION co Al . l �s• z U MODEL Al (HOLLY) MODEL Al (HOLLY) W U O 0 RID6B TO ALI6N R106B TO ALIGN _ Q R106E VENT RIDGE VENT 12 - D HARDIPLANK 12 -� i' HARDIPLANK HORIZONTAL SIDING 55 12 6UTTER5 t LEADERS q F —= _ _ 7 55 HORIZONTAL 51DIN6 ALL 611TTER5 E LEADERS SHALL BE BAKED -- �- =-� 9 xo MITE ALUMIRIM A32'MIN.6AU6E,6URER5 � ` 12 - 12 tii SHALL BE 5'SEAMLESS,0.6.5TYLE V1/ALL � --.,-���+�---t 85 12 _, --= 1�a R106E VENT O cV c`i axi N RELATED t REOURED AGGE550ME5. LEADERS l0 RIDGE VENT SHALL BE MIN.25x3`,A21'GAUGE VU CLIPS d ANCHORS. CAULK Z 5FAL ALL JOINTS. PITGF'I 6UTTERS MIN.I/8'/FT.PROVIDE P.YG. `_RID6E VENT _�^- -' RECEPTORS 8'ABOVE 6RADE TO RECEIVE LEADERS(CLOSED GAP Df516W. — — — �� -_ 12 ( OR GLEREST12 —'_ -_ �- - CLERESTORY -1 BEDROOM R3 BEYOND =- k-,�-�_ __ �,,-�� 12 RDOF 0 COVERED uj WALL BEYOND -. - .® _=-- I'0• 12 GABLE PORCH BEYOND Z Z Z Z Z Z - _ OH. _ O O O O O O 1x8 FASCIA ISD. 12 = _ -- � Q Q W W W W W W 5RKF5T PL HT �" -'=y- — BEDROOM#2 PL HT I 12 _ M5TR BR PL • o N 6ARA&E PL HT b"AZEK F IT IIHIIII Ull 014. )14. FRIEZE EV. Ii111 Ill I 1 11 I1 � - _ - i1I 1L = — L 1I MASTER BEDROOM I I p T J r : 1 I o # = 1 I 1- 4 WALL BEYOND I I x = I I I, i; ! -. ' WALL O o e = 1 1 4 z 4 6ARA6E - 4 1 I GOUJMN® - W I I � � 4 I I }.11„i!-_:r- r.L.,.. 4 GOUMN 0 COVERED COL"0 COVERED i ��_ - BEYOND v FRONT PORCH BEYOND �-�=fI I CdVERFD F—J PORCH BEYOND 1 II I III 111 111 11 ILLI Ill 11 11 Ill 11 11 Ill 11 I ( ";7' ,:. P I I PORCH BEYOND '(—i - I I J I I - tirtUll O m I I _ �. , J -r I I O FIN. 15T FLOOR .i- ;- - t�}}a #'c I 1 I W Y - FIN. IST FLOOR FIN. IST FLOOR ELEV= 0'-0" ELEV= O'-0" ELEV= O'-0" - L: ELEV 0-0 W U z U Ix4 AZEK TRIM I I I I ( J Ix4 AZEK TRIM I I ` — I _� � O I I I coLu�I o COVERED I I I I I I I > I HOUR RATED EXTERIOR I W o I I I I I I J I I BEARING HALL I I I �1 o w cn I I I I o o I a l I A55EMBLY- 5EE DETAIL: A� I I I ❑ a W I I � I I I I I 2020 NY5RC-62421.8(503.8) W VENTING 5Y5TEM TERMINATION LOCATION: _ � i I I I I I I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN J 0 INPUT of Iop00 BTU PER HOUR"OR LE55 SHALL 13E MIN.B5MT FLOOR 44 uI,1FIN.55MT FLOOR _ _ _ ( I I I LOCATED AT LEAST b'FROM ANY AIR OPENING INTO A _ _ --___ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ ___ _ _ _ _ _ _ _ _ _ _ _ _ � — _- —� _ _ _ _ Z C ' W ^I E U U r a) A G G A O "I--) V AI-b AI-b AI-b AI-b 0 r ) 0 � z ^v, 52'-2" O cn I`p ~ =3 �On L 111 rmm� DIRECT VENT HEA7M6 EQUIP. 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MRL 3500 P51 COAG) ) ?`— DI (21 0 (2)IB'S1 I6HT5 PORGH 6'�TR � RE wTl bxb,]ono wWML ^' ® � o 0 SLOPE SIM V"r � e (21 0H LI SQUARE HBE6 PERMA G T TOWARDS DOOR _ _ _ _ _ _ _ m LL1MN 11446382 W/SQUARE a W N WALLS t LING `r `r 0/21 p '"TYPE• EYP BD ON GARAGE gy _ _ 2 .L _ _ P C3)2k IDR Q LLj r n a_o F T GAP E BASE(OR EGV DI DI ��•TYPE x 6YP TLD ON INT OF Q N N ri N ao COLUMN TO BE LNT%SP COM10N WALLS TO 3060 EXT WA OR W/ W ❑ N M MINI PF ]LED W!SPLIT KIT I r 8010 OH DR o 19 I 6ARASE - L_ - J (2)IS'SIDELI6HT5 (� IO.� DI P )13/4'x q I/2•LVL HDR 4 I I 8010 OH OR m 10 SQUARE HBE 6 DERMA GAT (2)2• DH I I(J 13/4'x 9 I/2'LVL 0/21 Iq 11446382 W/SQUARE DI vt FL T GAP E BASE(OR EQU Iq 0/21 'fl - COLUMN TO BE Q DI DI DI Dnl 4 Iq 80TO OH OVIDED W!SPLIT KIT � o DI DI ° !Oi0 OH DR (3)13/4k q I/2'LVL a LANE OF FRONT , 3)13/4k 9 V2'LVL IDR 4 LANE or WALL 0/21 W DDI 4 2 Z 0 Z Z Z 06AR UNIT 89 O O O O O O 0/21 DI > > > > > > D) U � L DESIGN N®v U356 3'-1' 3'-1' 2'-4• V-4' 6'-4' 2'-4" I'8° 8'-0"R.O. I'b" I'�' 8'-0'R.O. I'-1' I'-1' 8'-0'R.D. 1'-5" I'b' V-O'R.O. 1'-8" 2'-4' 6'-4" b'-4° 2'4' 3'-1' Y-1' BALI.RATING- HR. CD FINISH DATING-23 MIN. N o N 14'-10' M-2' 22'-2" ALI �'2' 54'-2• 12'-0"BREEZEWAY 54'-2' Y Z A G ® I HOUR RATED EXTERIOR A b AI8 +Lb A%r�1.. �' �/1Y '/ l�<1\,�\,/ K f1 \!�• �/1 !�\, , ', 1= w AI b AI b �.... ... _. _ , c7 BEARING WALL I A55EMBLY- 5EE DETAIL: e - � FIRE 510E � 0 w I-ti W UNIT 9 0 UNIT 8 9aRIzoNTAL SECTION o o Q z O U ❑ MODEL Al (HOLLY) MODEL Al (HOLLY) U) " `� 4 1.WOOD 57165-NOM 213Y 4 IN.SPACED Ib IN.Or,WITH TWO 2 BY 4 IN.TOP AND ONE 2 BY 4 IN.BOTTOM PLATES.STUDS W n LATERALLY-BRACED BY WOOD STRUCTURAL PANEL 5HEATHIN6(ITEM 5).WIE N MINERAL AND FIBER BDARDS-(ITEM 5A)ARE v CONSIDERED AS BRAGM6 FOR THE STUDS,THE LOAD 15 RE5TRIGTED TO 16%OF ALLOWABLE AXIAL LOAD.WALLS ER EGTrVELY FIRE FIRST FLOOR PLAN FIRST FLOOR PLAN STOPPED AT TOP AND BOTTOM 56 WALL ❑ 2 6YP5UMI BOAIRD'-ANY GLA551FIED 5/8 N.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO STUDS AND BEARING PLATES 7 (^ IN.OG WITH 60 GEMENT-COATED NAILS,1-1/8 IN.LONG WITH V4 IN.DIAM WAD. �+ J 3/16"=1' 0" 3/16"=1'-0" I 3.JOM cND WMEAM-(NOT SOW-WALBOARD JOINTS COVERED WITH TAPE AND JOINT COMPOUND.NAIL HEADS COVERED J L IVU N6 AREA= 1,670 5Q. l=T. IV InN6 AREA= 100 aGSnQ. FT. 4.BATT5 MD B AI*.S�-MINI AI.FIBER OR 6LA55 FIBER WAX ATION,3-5/8 N.THICK,PRESSURE FIT TO FILL WALL GAVTnE5 L h�'1 CARA6E AREA= 486 5Q. FT. 6ARA6E AREA= 486 5Q. ET. BETWEEN SnM AND PLATES.MINERAL FIBER INSULATION TO BE UNDAGED AND TO HAVE A MIN DENSITY OF 3 PGF.6LA%FIBER 1- [�, j ITSIILATION TO BE FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF O.q PCF MN R-13 THERMAL C5 1�1 rn COVERED PORCH AREA= 256 50. ET. COVERED PORCH AREA= 256 50. ET. INEULAnON RATING). z z ELLE 5.WOOD 51RUGTIARAL PANS SHEATHING-MIN 1/Ib IN.THICK,4 FT WIDE WOOD STRUCTURAL PANELS,MIN GRADE TD'OR'51EATHIN6". Q INSTALLED WITH LONG DIMENSION OF%BET(51RE46TH AXIS)OR FACE 6RAIN OF PLYWOOD PARALLEL WITH OR PERPENDICULAR TO z 5TUD5.VERTICAL JOINTS CENTERED ON 5TA5.HORIZONTAL JOINTS BACKED WITH NOM 2 BY 4 N.WOOD BLOGKIM6.ATTACHED TO (D ❑ \ST R 5TUD5 ON EXTERIOR SIDE OF WALL WITH bD CEMENT COATED BOX NAILS SPACED b IN.OG AT PERIMETER OF PANELS AND 12 IN.Or, ALIN16 INTERIOR STUDS. W b.EXTMIOR FAGIN55-INSTALLS)N ACCORDANCE WITH THE MANIFAGTURER5 INSTALLATION INSTRUCTIONS.ONE OF THE FOLLOWING q� EXTERIOR FACIN%6 TO BE APPLIED OVER THE SHEATHING: f G.WOOD 5TRIIGTURAL PANEL OR LAP 51016-APA RATED SIDING,EXTERIOR,PLYWOOD,055 OR COW051TE PANELS WITH VENEER U 4 m n 2020 NYSRG-8312 2.1 FALB AND STRUCTURAL WOOD GORE,PER P51 OR APA STANDARD PRP-108,INGL.UDIN6 TEXTURED,ROUGH 5AMN,MEDIUM DENSITY E- (n m, Z IN DM8LN6 UNIT5,WHERE THE TOP OF THE SIL OF AN OPERABLE WINDOW OPENNG 15 Y BR115FED,GROOVED AND LAP SIDING. W �� U F LOGATE)LE%THAN 24'ABOVE THE FINISHED FLOOR AND 6REATER THAN 12•ABOVE THE NOTE: WOOD 5PEGIFIED IN UL RATED DE516N5 ARE MINIMUM SIZES.LAR6ER DIMENSIONAL = .A 2 8,10 FIM15F®6RADE OR OTHER 5URFAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE STUDr G BE 5UB5TITUTED. OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWIN6: +OPEMN66 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA%THR.OLKM THE NOTE: UL#356 15 IN COMPLIANCE WITH FRE - AN51NL 263 A5 PM R302 MULTIPLE LVL GIRDER GONNEGTIONS: OPENING IN ITS LARGEST OPENED POSITION. t FALL PREVENTION DEVICES THAN COMPLY WITH ASTM F 2090El FOR ALL MULTIPLE LVL 6102E-5, .G., BOLT �WINDOW THE WINDOW TO �OPERATION RELEASE�� ONE HOUR RATED EXTERIOR 1 TOGETHER W/ I/2 BOLTS N� 2'-0" O.G.,2 MIN, OPENN6 AREA OF THE WINDOW UNIT TO LE%THAN 5.1 SQUARE FEET. FROM TOP d BOTTOM, d MIN.4" FROM EN05 WALL RESISTIVE ASSEMBLY JOB NUMBER NTS. A- 3— . . 2016023020 SEGGG SECTIO R 403 3: 2020 NYSRG-62427 8(5038) GENERAL GONTRAGTORS AND SUBGONTRAGTORS TO VENTING 5Y5TEM TERMINATION LOCATION: (A NOTE: � -E�HAd15T FAN, -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATE TO A MIN.R-8 2020 NYSEGGG SECTION R 402.4.12: SHEET NUMBER REVIEW THESE GON5TRUGTION DOCUMENTS UPON RECEIPT THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT UNITS 8 9 (MODEL Al ) DUET CLUSTER Q NOTE *5': OF 10,000 BTU PER HOUR"OR LE%SHALL BE LOCATED AT LEAST = • NOTE N': PROVIDE SPRAY NOTE: HD= HOLD DOWN �CFM Ixr>�nTrETNr� FROM ARGHITEGT AND REPORT ANY AND ALL AND DUCTS OUTSIDE THE THERMAL ENVELOP SHOULD BE AIN.R-b. AN APPROVED HERS RATER TO 0 AL DRYERS To BE VENTED FOAM INSULATION IN 5TAIR MANUFACTURER TO DE516N 5TAIR5 TO ® 20 CFM GONTIR -5EALING 15 MANDATORY FOR DUGT5,AIR HANDLER5,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT b•I"ANY AIR OPENRI6 INTO A BUULDIN6,AND 5"AN APPLIANCE WITH ALL WINDOWS SHALL BE DISGRI PANGIES INGLUDIN6 ANY DIMEN510NAL GONFLIGTS, To arrSlvE AR PER GORE GARAGE CEILING® MEET ALL APPLICABLE CODES AND TO -JOINTS,SEAMS,AND GONNEGTIONS SHALL COMPLY WITH SECTION M-1601.4 LEAKAGE,AND COMBUSTION SAFETY AN INPUT OVER I0000 BTU PER FLOUR Bur NOT OVER 50,000 BTU PER "AL WASHER TO BE ANDER5EN 200 SERIES IMMEDIATELY TO ARCHITECT FOR CORRECTIVE OF THE 2015 IRG. TESTING AND PROVIDE A WRITTEN FLOUR 5"ALL BE INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE, z PROVIDED WITH DRAIN PANS LOCATION OF REPORT ANY DISGREPANGIES AND GONFLIGTS ®2 CARBON MONOXIDE MFA5URE5 PRIOR TO CON5TRUGTION.DO NOT 5GALE AND AN APPLIANCE WITH AN INPUT OVER 50POO BTT PER HOUR%HAL HAVE 9 0 (MODEL Al ) FIRST FLOOR PLAN (D TO THE ARCHITECT PRIOR TO 5TAIR FABRICATION. ©°TEN1PERl� -DUCTS SHALL BE PRESSURED TESTED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RESULTS AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE BEDROOM ABOVE DETEGroR DRAWIN65.DIMENSIONS SHALL BE GALGULATED AND 6LAZIN� ROUGH-IN TE5T AND A WRITTEN REPORT OF THE RE5ULT5 SHALL BE 516WD VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' W A3 �p 5MOKE DETECTOR NEVER SCALED UNLESS OTHE8WI5E NOTED. BY THE PARTY CONDUCTING THE TE5T AND PROVIDED TC THE CODE OFFICIAL. ABOVE 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED ZC ' W ^ E j � 8 m A G c A o U Al-b Al-b Al-b Al-b z V a. —d t` b 3 52'-,2' 52'-2• � �o 1 U ■� Q04 N> 2a 2• II'-lo' 12'-2• 12'2^ Ir lo• 2a'2• z V d)'s N 2; o - X(1) co"), U Q Ili � 4 ElUMco N A/ M `LLn CO V d +: — — — — — — — — — — — — r I HOW RATED EXTRIOR 1 , BEARING WALL I u'-0•PL.HT. A55EMBLY-5EE DETAIL: e I I H'-0•PL..HT. I o I i o :\ 11'-0•PL.HT. Ir-O z III III-;;j o (2)2.X('. ° , II'-0'PL.HT. — — — I I I o III ii I 9'-0'PL.HT. — — — — — — — ALI 3b5 DH _ ci®Ib•OL. , _ — _ III ►II Z m 1/0 I _ o I 111'�,• (ll� — — — — — — — q'-01 PL.HT. II (II 9'-0•CEILING I I BEDROOM #3N oH. I I I I— —1 I I I , '112xb w o Ib• G. 4• 5'-4' 5'-4' b" 1'-b' b' 4 II'-0" 4' I IOH. I I BEDROOM #3 , ► II b III I I I Q 4 I I I I I I I,�. b• 5,-4. 4• 5.-4. 4. GL n I I I 1 XI I I I IL 11 i W w m I I 11 0 I I i I I � 3b•HIGH � o — — — — — — J ® I c/)RAILIN6 m L 4- - — 12'-10' x I Q — — 9'-0'CEILING — — ® DN 14R LOFT \ I IP-0"PL.HT. .°� 'HI6Fi I ( I — — — RAILING p . —�- — — -F — I— I I U \ / I N q'-0•cEluN6 `� — _ _ _ I I �� b• °' 12'l0' I— — — — — —I-��I— � 9'-0•CEILINGI Z3 ATN 4 , 11,10,PL.Hr. I LOFT 14R M ® _ i I� — �I UPPER GREAT — — —8'-10' — b' P I L — — — —1 I I 1 I co 'v �_ - - - ROOM ��� W, =4 �L/ , II I - - - — � II \ / III Z U O _ _JJ —I � EF® 9'-0•c uNr6�� - I , I I III w I 4 BAT INT eR6 PRTN b' a'-10' 4' 31-5' UPPER — II I� - - - � I �, \ aQreg 101 ROOM AT - - - __-A O II'-0•PL.HT. 4"I I4'-b" b _ II-0 2'b° 4' 9'4• II1o �S I�\ / , Q 1 [Ell INT BR6 PRTN l W iI � \ � I I CAONTHICIE0 ROOF BREAK 0ISY4kf4'L 61RDEGLERESTORf WALL 4" 1 114' I I II1-0'PL.HT. B ROOF BFT-M1 I B (3)3040 DH AI b CLERE55TORYlr 1 AI b o n'-10•HD HT I I ROOF BREAK a I I © — — — — — — — — © , CLERESTORY WALL , I I I 5Y4'x 'LI�6IRDER J J 1 Q N N h N co - - - -�i- - - - - -�- - - II 1 ( I II 1 I I ❑ N M 00 N �1 - - - - - - - - - - - I 0)3040 DH B I I B 9'-0'PL.HT. I , I I o M-10'1-10 HT Al-b Raj BREAK®TORYWAAI b GLEiSLL 1 i I i - - - - - - - - - - - f a'-01 PL.HT. I I — - - - - - - - - - - - — 11 II II II tu 0 0 0 0 0 0 -CJ I WLLJWWWW IL 0 L � LU a I LU All 12'-0' 12'-2' w O W 54'-2- 54'-2' W � U � z ►—� L A G G A U q A14AI b Al-b 11tv W O = UNIT 90 UNIT 89 } 0 w co MODEL Al (HOLLY) MODEL Al (HOLLY) Z Q SECOND FLOOR PLAN SECOND FLOOR PLAN 'D � �G E �\ 3/16"=1'-0" 3/16"=1'-0„ U Q- Ngo ERr LIVING AREA= 32q 50. ET. LIVING AREA= 32q 50. ET. �_- �,�� �y y TOTAL LIVING AREATOTAL LIVING AREA W ^s z s�ROOF PLAN FOR ALL STRUGTURAI FRAMING INFORMATION 11999 S Q. FT. 11999 S Q. FT. ❑ 3810 o I HOUR RATED EXTERIOR BEARING WALL �NEWY�� A55EMBLY- SEE DETAIL: (Ell J NUMBER " 2016023 NOTE: 2020 NY5RG-8312.2.1 w EN61NEERED J015T EF ,EXHAUST FAN; 6ENERAL GONTRAGTOR5 AND 9BBWNTRAGTOR5 TO ONE CARBON MONOKIDE ALARM IN NEW IN Vim'UNIT5,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOGATED LE%THAN T U) SHEET NUMBER 50 CFM INTI3ZMITTENT OR REVIEW TFE5E CON5TRUGTION DOCUMENTS UPON REGEIPT ONE AM TWO-FAMILY DWHLIN65, 24"ABOVE THE FINI%ED FLOOR AND 6REATER THAN 12'ABOVE THE FINISHED GRADE OR O�%RFAGE UNITS 8 9 (MODEL Al ) 81` DUET CLUSTER Q 5HALL NOT BE GUT, NOTE "5". HD= HOLD DOWN MULTIPLE LVL GIRDER GONNEGTION5: TONNHa15F5 AND DNaLIN6 UNITS IN BELOW ON THE EXTERIOR OF THE BUILDIN6,THE OPERABLE WINDOW%ALL Ga nY WITH ONE OF NTE T- NOTCHED AND HOLES NOTE: ® 20 CFM CONTIHDJ FROM ARGHITEGT AND REPORT ANY AND ALL FOLLOWING TAIR MANUFACTURER TO DESIGN STAIRS TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT 6Ra1P)2 D VNI 5 (coND F e BORED UNLESS ALL WINDOWS SHALL BE � DISCREPANCIES INCLUDING ANY DIMENSIONAL CONFLICTS, 'OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPI-ERE TO PA55 THIRou6H THE OPENING IN ITS G°�' �"'HE°� 5 90 (MODEL Al ) SECOND FLOOR PLAN Z ANDER5EN 200 5ERIE5 ALL APPLICABLE CODES AND TO T06ETHER W/ 1/2" BOLTS ® 2'-0" O.G.,2" MIN, Got IMMEDIATLEY TO ARGHITEGT FOR CORRECTIVE IN THE IMTEDIATE VGINITY of LARLL P EVENED N DEVIL SPECIFIED BY THE REPORT ANY DISGREPENGIES AND CONFLICTS p=7ENLpEREp � MIN. 4" FROM ENDS ® vEoMRloNowDE MEA5URE5 PRIOR TO CONSTRUCTION.DO NOT SCALE BEDROOMS,ON THE LONEST FLOOR •FALL PREVENTION DEVICES THAT GOhfiLY WITH ASTM F 2090 C7 MANUFAGTUR.ER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. 6LAZIN6 FROM TOP d BOTTOM, DRAWINGS.DIMENSION5 SHALL BE CALCULATED AND LEVEL CONTAININ6 BEDROON6. ;T WINDOW OPENING CONTROL DEVICE AFT OPERATION TO RELEASE THE CONTROL DEVICE ALLONN6 U) A4 THE WINDOW TO RLLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO w CODE 5MM DETECTOR NEVER 56ALED MLE55 OnERWf5E NOTED. LE%THAN 5.1 5WARE FEET. p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- ^ ' Z c , W 1�1 ;_ o U 0 p V C) Z ^ , fu F- = cn � L p •r-•� U > N �N>: co -p -mZ - z U ;v �n A G G A 0 < x cc) i cn•- � AI-b AI b RI 6 AI b U _ `o N 0 ❑ U M W-8'HIP WIDTH Ib'-2"FA561A WIDTH I6'72'FA50A WIDTH IT-8"HIP WIDTH11 `J = II'-01 PL.HT. 1 0- AI.I 4� — - - - - - - - - - - - r�r L J J II-0PL.HT. ALIGN FAGIA5 I �+ 8 N ? � I 4 _0 y' °® "-F ( vr7r= I HOUR RATED EXTERIOR H 11'-0'PL.HT. AI-5 I , o �.e I BEARING WALL , �� - - - - - - - - - - - f�r U Q I N ry+� I ASSEMBLY-SEE DETAIL: L Jai L JI AL16N FAGIA5 y, cn I -0'PL.HT. III-01 PL HT. I Ami �e I 1 z IOH II'-0'PL.HT. 0 III-01 PL.HT. tt 4� Of II 12 12 — — == — — — _ = �= —1 q'-0•PL.HT. r — = = = - — Ln 12 ... :::ii : II'-0•PL.HT. 1'-0' 121_ —1 I 1 0tr x10 RR®I6 oG. IL 2x10'RR 0 OG:t:y':;;'>. n � � o � 4� Qj� N y \QDj ® w I I g ; i# II'O'PL.HT. ❑ N _ _ — — — — 12 12 — — 12 014. l2f— I s OH. �e q o �N 2x10 ®Ib OG. N 2x10'RR® OG:'"'`;` AI 2x8 RR 2x8'RR I I I III :::: .. ®Ib 1a. ® I2 \^�� I I I - _ I N 1�-•-i s 135 s 05 �w I I I � � OR r-0• ASRW T ROOF 5FAN5LE5 O (3)2•x10•F BIRDER ; I I I'6' ( I A+ OH. ......... I I I � a 1 1 0H. 11 ; 2xb•RR W'RR r - I I I 11 w I I I I I I a �. C®r —D 0 Ib or- -v (3}2x4 POST °a I _ - I I I 1 12 12 (n UNDER HIP 6IRDER N L - PLYN XD SWAnpNS '" I I I x I I y 3135 3135 `" •+ (3)2•x10' P ROOFMS FELT PAPER I I I - - - I I I / (312x4 POST x MSTAu ICE i HATER Shen PER I 2x12'RR o 16 or- RIDGE5 TO 16N GRIL OOF - /� I ® s `ry I I I I 1 WTAUCTIA�25 SPFLS.To ROOF FRAMFYS I cS / I L / y I ry UNDER HIP 61POMKAtWAI I I I�I I ❑ ^ O MAMTAM PRODUCT MaWfIY. I I I _ III 1 v II' r OF FASCIA- I -r - �- -12- - - 2x12 RIDGE BM W/VENT I r J ry 0 2x1 •RR i-16'32.— I `lv L I _ J �L 0.40 PiDMR11M DRM EDGE I -I 4-12--F- -� - - 'g 2� . I ``� —_ I 1 1 CAP I � GRI ROOF RID TO ALIGN 2x12•RR 0 16 OG. sum L - _ _ =� __r - _ I RIDGES ALIGN / I 11'-0'PL.HT. 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LEADER5 5HALL BE MIN. MANUFAGTURE'5 5PEGIFIGATION5 TO AREA OF OV=R-°ONE HER z 2'x3',.027'CWC-E W/GLIP5 d ANGHOR5. CAULK 4 5EAL ALL MAINTAIN PRODUCT HARRANTY 9 0 (MODEL OOF PLANHIGH CEILING JOIST CONNECTION .IOINT5. PITCH 6UTTER5 MIN. 1/57FT.PR9VIDE P.V.G.REGEPTORS Al )) w 5 1 • A- 51 8 ABOVE GRADE TO RECEIVE LEADERS(GL05ED GAP DE516W. p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED