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Home My WebLink About47193-Z ,�DS�EFO�coGy Town of Southold 3/7/2023 a P.O.Box 1179 W �,� 53095 Main Rd �ao4Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43900 Date: 3/7/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 44 Harvest Pointe Ln Unit 99, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-43 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/16/2021 pursuant to which Building Permit No. 47193 dated 12/8/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered porch, screened porch and attached garage as applied for. Unit 99 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0153 10/18/2022 ELECTRICAL CERTIFICATE NO. 47193 2/0/2023 PLUMBERS CERTIFICATION DATED 2/6/2023 All SAffonlumrN ContraArs Inc • Aut ritediture TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE oy • �� 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#: 47193 Date: 12/8/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per SCHD & Planning approvals. (A-1 model) At premises located at: 44 Harvest Pointe Ln Unit 99, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-43 Pursuant to application dated 11/16/2021 and approved by the Building Inspector. To expire on 6/9/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO-NEW DWELLING $50.00 Total: $2,183.20 Buil ing Inspector SOUryOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 a� sean.devlin(D-town.Southold.ny.us Southold,NY 11971-0959 'Q �y00UNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 44 Harvest Pointe Ln #99 city:Cutchogue st: NY zip: 11935 Building Permit* 47193 section: 102.1 Block: 2 Lot: 43 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: License No: 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 61 Ceiling Fixtures 15 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 5 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 35 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt30A Emergency Strobe Heat Detectors 1 Disconnect Switches 41 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, Micro / Hood, W/D, DW, 150A Panel Notes: Two Story w/ Unfinished Basement Inspector Signature: Date: February 9, 2023 S.Devlin-Cert Electrical Compliance Form 4*V SO ,`o ld Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q a� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:_ Y �� Building Permit No. OwneANMD IR. l� Q.�,l) , LLC (Please printj� Plumber: A I -su-401 �� lis ��n c{C �-�' e (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Signature) Sworn to before me this day of Fb�u , 20 a Notary Public, 1n4A- lCounty ic at of Nev.,Ybi Rog.No.07= 83 16366, QL1@V"-d in Suffolk Co;lniy Comn-iission Ex�ysrs'sll-/! �d3� ll * # TOWN OF S��O"`UT6 LD BUILDING DEPT. cou631-765-1802 IN-SPEC ON l frFqUNDATION UNDATION 1ST ROUGH PLBG. 2ND [ ] INSULATIOWCAULKING [ FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] R TAL REMARKS: O DATE v'?i INSPECTOR ue SOUTH°� 97 # # TOWN OF SOUTHOLD BUILDING'DEPT. cou631-765-1802 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 [ ] RENTAL REMARKS: DATE 2 .INSPECTOR n OF SOUjyO� �q # * TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��` 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OI 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 [ ] RENTAL rREMARKS: wk* q �Lk4A ►(wn c#J bswvf, IAS. 0,A- • 1p N66 �oy m DMA aqw OIL DATE L?/ INSPECTOR ' ��R pF SOUI°* TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 631-765-1802 INSPECTION [ .] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Nb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL 019 r� L7 REMARKS: a dam/ RUMA c DATE INSPECTOR QA, Wfn apFSOUTyOIo H ( 3 Lf 4 * # TOWN OF SOUTHOLD BUILDING DEPT. cou631.765-1802 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 [ ] RENTAL REMARKS: DATE INSPECTOR Y GRCI"I ARCHITECTURE PC 5750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTORE COM +--M�-�-,->---------•�_----->_�---�--�----_--.- - ' -• --„- - �. - (63864-3395 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 insul tion products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New Y� rk State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation t Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided± ") Flame spread index 25 or less and sm{oke-development index of 450 or less is provided: Provided/Installed Bayseal Closed CII 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 Wal Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, inc uding facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not o exceed 450. . Provided/Installed. Ecotouch Flam I Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM" espectfu ly submi ed, .�EREO ARC \5 Q-0beRT Cyd y/j� V— Cil Gfen CherveIA, LEE AP IV, Principal l 023812 O� OF NE�� MECNANICAI CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President s 20 Feldland Street, Bohemia, NY 11716- (631) 563-1298 - Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDw, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 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#99—Permit#47193 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. jen llys bmitted, RE�'gRC,C,BERT C/,j XCIA veny,AIA, LEED AP '9 023811 Q T�Or NE�y GRCH ARCHITECTURE PC . 3750 EXPRESS DRIVE SOUTH I'Hrl M! 0 _ SUITE 202 tj,�`. ISLANDIA, NY 1174' W W W.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 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 Basement Code Conformance Unit#99—Permit#47193 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 2020 Energy Conservation Construction Code of New York State, R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet(3048 mm)below grade or to the basement floor, whichever is less. espectfull submitted, ED ARC DeERT Cjy�y�� L0 CA C7 2-G Glen Ch veny, AIA, LEED AP Princip (P k '9 0238A T��F NE`s-1 SCOTT A. RUSSELL Stf FQ MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD = TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—15604Fax. (631)-765—9015 0 MICHAEl-CO HNS OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings November 9, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 99-102 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the driveways and front yard areas of units 99-102. The side and rear yard areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these four (4) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, 4 Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®F S® ' P.O.Box 1179 54375 State Route 25 ®� vQ Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) - Southold, NY .,� �- Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 8, 2023 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Final Inspection Requirements Overall Approved Site Plan & Certificates of Occupancy Units 99 — 102 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has determined that the requirements listed below must be completed prior to supporting the issuance of the final Certificates of Occupancy (c.o.'s) for the project referenced above. These requirements are listed on the approved site plans and in the conditions and filed covenants and restrictions (C&R's) for this site, all on file with the Planning Board. Please provide the following: 1. The Planning Board site plan approval condition #17, and C&R#2 (and the Stipulation of Settlement) require that a total of$2,000,000 must be paid to the Town in lieu of standard fees such as the Park & Playground fee and the affordable housing buyout fee. The requirement is for 1/124 ($16,129) to be paid to the Town upon the issuance of each unit's c.o. The final payment should be made simultaneously with receiving the final unit's c.o. Currently our records show that we are still owed $145,161 for nine units. • Unit's 105 & 106: c.o.'s issued; no payments received. • Units 96, 97, 98: c.o.'s supported by Planning Board —waiting on c.o.'s from Building Department: no payments received. Units, 99, 100, 101, 102: hese are the last four units for which the c.o.'s are eing e d by the Town until this list of conditions, all of which have been in place since the approval in 2017, are carried out. No payments received. f r Harvest PointWljerkace at Cutchogue Page Two February 8..2023 F 2. Pursuant to site plan condition #22 and C&R#32: provide evidence that 'Seed Mix C" or similar native drought-tolerant grass seed mix was planted in the areas itr labeled as "Seed Mix U as shown on Site Plan Pages L-2 and L-3 of the approved site plan, which are to be managed for native vegetation and wildlife habitat. 3. Pursuant to condition #42 and C&R#34: provide evidence that meters have been installed and are in operating order for each irrigation well to facilitate the annual water-usage monitoring reports required to be provided to the Planning Board as stipulated in the SEQRA Findings and covenants. 4. Provide the contact information for the H-arvest Pointe Condominium Owners Association, and a copy of their filed incorporation papers and bylaws. 5. Prior to final c.o.'s being issued, a meeting shall be held between the Harvest Pointe Condominium Owners Association established for the Heritage at Cutchogue, aka Harvest Pointe, its site management company, and members of the Planning Board and Planning Department staff to review the ongoing property management requirements shown on the approved site plans, and its conditions and C&R's. It is incumbent upon the Harvest Pointe Condominium Owners Association along with their site management company, to maintain the site as approved on the site plans, and as described in the conditions and covenants. These property management requirements include, but are not limited to: a restricted mowing regime to maintain natural native meadow habitats in the open space areas labeled as "Seed Mix C" on Site Plan Pages L-2 & L-3, maintenance of the natural buffers for screening purposed to the neighboring properties, non- mechanized maintenance and mowing restrictions for the natural buffers, and limits to the amount of water than can be used for irrigation. Please call the Planning Department with any questions. ectfutl , . Donald J. V ilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer �-7 q3 OFFICE LOCATION: - MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone:631765-1938 www.southoldtownny.gov � February 21, 2023 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 99—102 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# 99— 102 and the five (5) overall site requirements listed in,the February 8, 2023 Planning Board letter have been completed based on the site-inspection made on November 15, 2022 and the materials submitted on February 16, 2023. The overall site, these four (4) units and the supporting infrastructure are now in general conformance with the approved site plan dated September 26, 2017; and, the Planning Board supports the issuance of a Certificate of Occupancy. It is incumbent upon the Harvest Pointe Condominium Owners Association along with their site management company, to maintain the site as approved on the site plans, and as described in the conditions and covenants. These property management requirements include, but are not limited to: a restricted mowing regime to-maintain natural native meadow habitats in the open space areas labeled as "Seed Mix C' on Site Plan Pages L-2 & L-3, maintenance of the natural buffers for screening purposed to the neighboring properties, non-mechanized maintenance and mowing restrictions for the natural buffers, and limits to the amount of water than can be used for irrigation. 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. - Donald J. Wilcenski Chairman CC". Michael Verity, Chief Building Inspector Michael Collins, Town Engineer Home Energy Rating Certificate Property HERS Harvest Pointe Rating Type: Confirmed Certified Energy Rater: Michael Fauci 44 Harvest Pointe Ln Rating Date: 2023-02-10 Rating Number: MC193 Cutchogue, NY 11935 Registry ID: 053412306 Estimated Annual Energy Cost Percent HERS Index: 58 Efficient Home Comparison: 42% Better Heating 60.5 Use MMBtu Cost Cost$114 a% General information Cooling 1.4 $82 5% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.3 $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.4 $1170 78% Bedrooms 3 Photovoltaics 0.0 $0 0% Service Charges $120 8% Mechanical Systems Features Total 98.6 $1500 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 93.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 127 cfm, 30.0 watts. ECCC New York State 2020 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features 0 Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Lj Sealed Attic NA Exposed Floor NA FEB 15 2023 Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate 1773 CFM50 (2.53 ACH50) BUILDING �� rows oFsouTHOi�1 Foundation Walls R-13.0 Method Blower door 1,773 CFM @ 50 Pa x 60 Min/ Hr= 106,380 /42,016ft3 =2.53 ACH @ 50 Pa Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.49 Fax# Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: ' REM/Rate- Residential Energy Analysis and Rating Software v16.3.4 This information does not constitute any warranty of energy costs or savings. ©1985-2022 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. NY-ECCC 2020 Certificate 44 Harvest Pointe Ln, Cutchogue, NY 11935 !Building Envelope Insulation Ceiling R-37.7 Above Grade Walls R-21.0 Foundation Walls R-13.0 Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under Infiltration 1773 CFM50 Duct R-8.0 Total Duct Leakage 93.00 CFM @ 25 Pascals ;Window Data U-Factor SHGC i Window 0.290 0.280 Mechanical Equipment j HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Natural gas, 0.69 EF, 75.0 Gal. HERS Index: 58 f !Builder or Design Professional Signature V' REM/Rate Residential Energy Analysis and Rating Software v16.3.4 LD FEB 15 2023 HUILUI NGa DEPT TOWN 0`FS0I ITROLD Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 44 Harvest Pointe Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2023-02-10 Outdoors Temp During Test: 55 °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 ✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating-System Primary: Yes ✓❑No❑ Tvve: Furnace 0.Boiler❑Heat Pumper Other❑ t z Venting Type 3 DraftS ilia e _p llage CO CO E tcienc Fuel TVP S ie Circle Type)- Pascal (Worst Case (Natural) (Worst Case (Natural) Rating:95.0 N_❑✓ PEIODER N❑'1,0M❑s_0 N/A Pa. Pass❑✓ Fail❑ Pass❑✓Fail❑ N/A PPM N/A PPM Yes R1 Type: StandardTank[_ Tankless ❑ Size: 75.0 Style Common Vent 1-1Water HeateY Primary: No Instantaneous See ❑Commercial LLl Note S below) (Gallons) ' Stand Alone ❑✓ Efficiency Fuel Type s z Venting Type 3 DraftSpillage Spillage(Natural) CO CO (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 N✓❑P❑O❑E❑ N❑MQS Z✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓Fail N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ Oven CO PPM Ambient CO(During Oven CO Testing) o PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft 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. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2023-02-13 FEB 15 2023 Lo k$UjLuiNU DF_PT -VOWN OFSou MOLD I Manual S Compliance Report Job: p -F�- wrightsoft° Date: Jan 20th,2023 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 99-44 Harvest Pointe Lane,Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0'F Sensible gain: 17582 Btuh Entering coil 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 y� 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 Lu FEB 15 2023 TOWN®Fs®uTH6cE) Meets all requirements of ACCA Manual S. 2023-Jan-20 -F#F wrightsoft" 16:43:43 Page 1 ^. Right-Suite®Universal 2018 18.0.32 RSU20066 /�� ...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Form Residential Plans - - - • -+� RIPER 1 ACCK. for HVAC System Design • • 15 Mar 09 ormrdat�cmrsxsca'mta Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes [—] No iJ Mechanical license: or MJ1AE Form'(and supporting worksheets): Yes ❑ No F-I OEM performance data(heating,cooling,blower): Yes ❑ No it Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No E] Duct distribution sketch: Yes ❑ No r-i Home address(Street or Lot#,Block,Subdivision):Model Holly Al, Cutchogue, NY 11935 HVAC LOAD CALCULATION (IRC M1401.3) 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 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 1.0 ft _ Sensible heat gain: 19979 Btuh Internal shade: blinds Eave Latent heat gain: 3977 Btuh Blinds,drapes,etc. IJepth Window Total heat gain: 23957 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Eq ui pment type: Gas furnace Equipment type: SplitAC Heating cfm: 875 Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16.0+ 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 DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) 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 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP-.(TELx 100) I declare the load calculation,equipment,equipment selection and duct desig n were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist Wrl9~r'OfY' Right-Suite®Universal 2018 18.0.32 RSU20066 Job: -�-�+ wrightsoft" Load Short Form Date: Jan 20th 2023 g Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 99-44 Harvest Pointe Lane, Cutchogue, NY 11935 Design Information Htg Cig 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 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ftz) (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 Stai r 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. 2023-Jan-20 wrightsoftF Ri htSuite®Universal 2018 18.0.32 RSU20066 16:43:43 Page 1 ACCP, ...Model Al MAN JSD\Rimor ModelAl 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 2023-Jan-20 Right-Suite®Universal 2018 18.0.32 RSU20066 16:43:43 Page 2 AC� ...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W ect SummaPro Job: -� wrightsoft° � � Bate: Jan loth 2023 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 99-44 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 'F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 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. -�-wrigF�tsoft 2023-Jan-20 �ti Right-Suite®Universal 2018 18.0.32 RSU20066 16:43:43 Page 1 AE& ...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W N Second Floor Bed 3 81 drn 129 cfm 30 ctm Loft 6x16 p Riser Ret Riser 28�4610"x16 2 Stair Up Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 Unit 99-44 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 i.n-gn 1R•aa•.ra Cutchogue,NY 11935 ...SD\Rimor Model Al MAN JSD JA.rup N Main Floor Broan Exhaust Fan Model L150 68C FM Energy Star ✓ c m Continuous Use 1 Timer Breakfast Area 01 cfm K51 dm 9182 cfm 'k82 m Master Bath Master Bed �gg cfm f- cfm Kitchen Living Room Hall dwjai— WIC 1 16 cf and K m WIC 2 K12%th 1 7 cfm Stair Foyer Bed 2 Garage L91 cfm 8 Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Suite®Universal 2018 Unit 99-44 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 ...SD\Rimor Model Al MAN JSD JA.rup N or 7� Basement Make up air 68 rrcnn Skuttle Model 2161 262 cfm —L--] 6" 9„ 6" 14" 6.. 8" 8" x 16 10' — 9.,36x1 6 5" q0„ 4" 4" Basen ent 26" 8„ up Riser Ret Riser 10" 4x16 10" 9„ 87 cfm 87 cfm IN" cfm ,lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-SuRe®Universal 2018 Unit 99-44 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 gnqa.iar,-9n IF•as•Fa Cutchogue,NY 11935 ...SD\Rimor Model Al MAN JSD JA.rup Job: - - wrightsoftA Duct System Summary Date: Jan 20th 2023 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project, • • For: Unit 99-44 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 0.007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length(TEL) 679 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Basement h 144 87 8 0 0 OX 0 MtFx 0 0 Basement-A h 3482 87 8 0.004 8.0 Ox 0 MtFx 23.8 160.0 st2 Basement-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 5.0 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 Living Room-A C 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 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 52.8 300.0 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 st5 Bold/italic values have been manually overridden -�- wrightsoft' 2023-tan-20 RightSuite®Universal 201818.0.32 RSU20066 16:43:43 Page 1 +Cp ...Model Al MAN JSD1Rimor ModelAl MAN JSD JArup Calc=MJe Front Door faces: W Supply Detail Table Trunk Htg Clg Design Veloc Diam 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 23.0 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 8.4 16 x 6 ShtMetl st6 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mail 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 TableReturn Trunk Detail Trunk Hig 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 2023.1an-2016:43:43 s�� WI 1-9�1t5 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ACC,k ...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W s w I i 3 a x t � s ,y ` 0 �� `\ FFR 15 2023 owm e��oac.u,'t-DEPT. 3ttpyq t 'r w �3 ,. .�¢to Au .. 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STATE EARGY OM, er MMe A WHIM, lIIPI�i�I i/I i / /ill/�/l!�I�l�� I • i, CONSENT TO INSPECTION O the undersigned,do(es)hereby state: wner(s)Names) That the undersigned(is)(are)the owner s)of the remise e T of Southold,located at _ which is hown and designated on the Suffolk County Tax Map as District 1000, Section W-10 I Block Lot _, That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Building Ins a tor's Office fog the f owing;, 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 anis all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application;including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold.. The undersigned,in consenting to such inspections,do(es)so with the knowledge and understanding that.any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: G �- V ( r N (Signature) (Print Name) o�°SUFE �o4% TOWN OF SOUTHOLD—BUILDING DEPARTMENT N �T Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 a y�y • oma ' Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownnv.gov For Office Use Only Date Received PERMIT NO. Building Inspector: (� E C E E Applications and forms must be filled out in their entirety.Incomplete applications ® NOV 6 211 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. BUILDING DEPT. TOWN OF SOUTHOLD APPLICATION-FOR BUILDING�PERMIT. = Date: �b OWNER(S)OF PROPERTY: Name: Rimor Development Tax Map#:SCTM#1000- 102. .1 - 2- QL1 3 Physical Address: Phone#: 631-678-2667 �-Ul• Email: teamalia65@gmail.com Mailing Address: -CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:GRCH Architecture Mailing Address: 3750 Express Dr.South Islandia, NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR,INEORMATION: Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION.OF PROPOSED CONSTRUCTION- 2New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000.00 Will the lot be re-graded? OYes ❑No Will excess fill be removed from premises? ❑Yes 2No PROPERTYINFORMATI.ON Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? OYes ONO IF YES, PROVIDE A COPY. on file h h_' M na department 2 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to on 210.45 of the New York State Penal Law. Application Submitted By(print na )/ HenryIia OAuthoriz d Agept ❑Owner Signature of Applicant: Date: /0 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this Duday of_ "( L` 20_cV Nota Public SHERRY"PIRONE PROPERTY OWNER AUTHORI PUBLIC,STATE OF NEW YORK istration No. 01P16388308 (Where the applicant is not theowner)Qualified in Suffolk County Commission Expires March 04, 2023 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name ,A o g�tFOt �O BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD C Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �� ^' 'of Date Jal Company Name: l e C g. Name: License No.: -;J bb ,r email: m. eL Address: �, , (s Zi ` r1 Phone No.: - 3. C: ; JOE SITE INFORMATION: (All Information Required) Name: 1n'IbQ 1�2� f�,�a1 I�' "� fit✓ C - t � Address: L 0Ll25JQA+�bggk LI.kffAgct h(3 �l Cross Street: l(Y1i 15 L Phone No.: Bldg.Permit#: v email: a Tax Map District: 1000 Section: . Block: f; Lot: D BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: �ES NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp lnformaltio (All information required) Service SizeP 3 Ph Size: T-C> A # Meters T^ Old Meter# -� EewSery e - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals(T) 2 H Frame Pole Work done on Service? Y N Additional Information: AYMENT DUE WITH APPLICATION DEC 2 0 2021I U) BUILDING DEPT5 TOWN OF SOUTHOLD 82-Request for Inspection FormAs ��,ii�6 /' ' , �o��S�yFEO(�co BUILDING; DEPARTMENT- Electrical Inspector. 1 . TOWN OE SOUTHOLD 2 Town Hall Annex -.54375:Main Road::=-PO.Box.1179 �� Southold, 'NeW York,11971=0959 Telephone (631)' 765-1802 - FAX (631) 76 5-9,502 ro_qer.richert(cDtown.southoId.ny.us APPLICATION FOR ELECTRICAL INSPECTION l REQUESTED BY: (� ^ 1Cj Date: Z Company Name: c Name: License No.: bo rn email: M. e lec C Address: Q_ !1 r Phone No.: JOS SITE IN (All Information Required)` Name: Q0160- W Address: Liq t4C4.WW. b►It k # h0 /1 (t Cross Street: ml 15 ty_ La Phone No.. 1 Bldg.Permit#: - email: +' Tax Map District: 1000 Section: ,� Block: (, Lot: D BRIEF DESCRIPTION OF WORK(Please Print Clearly) x Circle All That Apply: Is job ready for inspection?: BYES NO Rough In Final Do you need a Temp Certificate?: NO Issued On ey,.,"-L Temp fnformati® (All information required) Service Size (,S-=I P 3 Ph Size: IS a A #Meters Old Meter# ew Servl - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Add itionaI I nformation: LU, ,,y1v1ENT DUE WITH APPLICATION DEC 2 0 2021 UJaa� BUILDING DEPT TOWN OF SOUTHOLD 82-Request for Inspecdon Form As R7—XLLA n, 3 LA PROPOSED BUMP I OUT FOR PARKING (TYP.) tq.� # : , 39.22' g`'' j \"- 97 li. r!" � R7-X R 1 TYPE FLUSH ;I MIN. WITH B-D RAMP b ' N_ BBC H, SIDEWALsF= TYP. N L ( ) "' R7—XR (TYP.) R7 X , �'` -J.: ,+..'!y"' S;y:r: .Z ^�r, - �ry �'i+itin,e. ." �V ij ::)'�";i;.i,+;}.•+'•t:� .a.r}. �� iSyy_^' U.S. .I. •`"�!-• r3: •k.':u•rx.'.'A3. .4F.. .Q..�.' "�... �Yo ,C'�'- ''. ny^��':' >C v:ams... t' ,o i,yv; �S, v:3• ..,rf'•'a., x,b'^:amu.,. - - ..a.,2 {, t,,:z,f,�.,.,;,. `�.3�v< „r{., �:M�,tr€: �`'-'r. ,1,,. ,t,�. ,�,,n,.;.,... o,.�,,. tt-f. ..�,�.: x•x.`s•. .r!'^.. �.,,a+#.�":r .{k�`? ;M.f'.«.\,,.,.1.,,, i +„¢a., .i�F4 Na�.fid�,:n. °.t �- k, ,.t.x°>, �f; ';z`,t'^•,., ,t ;,ar.. . {,, ',x p n,r .1. ::i_h_,,y;;� .�.. ?�i,n ''..>•' �`rs>a3;S,.,n\, i, .,l .� a - � Sf,~•h.N, ':1s-..;,:g,;.:u''” {.s ,s'�^v,.. (3 A,.:: .. .:s�f:ts y1,..+,'rJ r, 4b:, aC?, p r j ?.. ...• q. :• . r .. ":r...,«.. �,.._i :'{T rt."t!1'i.>•;Y...,tv'J.�?;t•;„r.L..- ..1:y:+'{•1,Tj. 'J 11r4Yi "y xjf -� r+w y^fN?,' %1• .;Fn'> Y,: .. v ,.a�»;;1”:',:*Y",•ria�5,�' ,F: i� 'gY= +*• �-.��+.'`�i%- '1.v'ty,��•}',,�ySF.i�`{vr. h �•,., <'r;y,,,.� Yi;,,.��'�iF_`",":"„"�' �-"+�:.��4,!—� +�;. .� f1. ��.+;2.44=-t::.r� ��v �. ;t?..• t,rX:,; 1,.. ,.�,,� .dti bi;?; `ih'. ..:Ai'+^', k=� s,. r..d,. ,cede .,� .. ^,.�.".�^:�,�':""3:..'Y.,•^i'�'., a„•. ,. .s• ., ..... -.,. .a,. ..�' :•�a,�'�ce:��::;.:r,:;,�;t.'f;;�,.<i,. �•:'� . ,�,:��,. <, $;�',.2. .:..,':•;;`it7.rar,;,��"` ,ns,,.,.r'„� �.� ,�',�.:rr.��z`" ;�,�,•s:a...�;:;��•ta�f'... �, .� ,ry,, .,,St...^k'•'"•sJ.�. a��F-YY <.}., vt8.. 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MOUNTABLE CUR - S 105 106 107 A �.— � s: 49.22' EMERGENCY ACCESS ROAD GRASSED AREA WITH LOAD BEARING SUB—SURFACE (SEE DETAIL) o� LA PROPOSED CRASH GATE NAM DETAIL) .., q5_—Ti � W I wi I (.nmh r T 171Ar7Pr_r7Mf-V A/-l-Ccc Tn CVICTAI/, nn.n co S. tu z � co mer lines) fL L I CE U,�T 0e Inspected By The Suffolk County Dept, Of Heeltfi Spy Cell 85Y-5T5�I 48 HOUrs In Advance TO Schedule Inspection(a), APPROVED IN ACCORDANCE WITH BOARD OF O M REvim DETERMINATION DATED 5—s- 17 >- r6 ' M LIJ z Z 0 LL! O SUBJECT TO COiieltilARTg&1{ESERICTIm Limit z Z z Lu o PAGE—L` W O � � Q C7 Y m nO CNT o C!) = U M ENG'NEEP S CERTIFICA?IG;�•R LLI � D U o E�3ZsIRED. Q � � W SUBMIT P . OR R.A. CERYII=IC�;iiOf4 D FOR INS7AAPdr,4Z►td�TRUCTION � = f n Op Oa <C o . o co FQFc FI i+1A!.APPROVAL. S�isf�.,.t _ O 1- z U) Suffolk County De-pF 1Y'tY1i8IIt(3�•l`jP,�tll�e9'?fd�..8 1: Approval for C®nsttaction-Other ThaB Single ra � a�i13► Reference No. �!o ®!&B �/� Design Flow /vO PROJECT NO.: ®®®L s Use(s) V, e C`. �(�_ [3RAWfil BY: These plans have been reviewed for general conformth.uffollc KCK County Department of t;ealth Services standards, relating to water CHECKED BY: TFL supply and sewage disposal. Pegardless of any omissions, DATE: inconsistencies or lack of detail, construction is required to be 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, CARD: 00e26_sP Approval Date Reviewer SHEET NO.: ROvkod Plan Approved /o— s —zoio Expires — 8 — 20 2-3 1 OF5 S.C.D.H.S. APPROVAL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY n OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No. Y (631)852-5700 OR HealthWWM@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. SECTION 1 I FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- TaP No•: 1000 District i Section Block Lot ® 2- Name of Current Applicant: Rimor Development LLC Tel#: (631) 735-9200 Mailing Address: PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com Name of Current Agent:Henry Alia Tei#: 631) 6782667 Mailing Address: PO Box 908, Cutchogue, NY 11935 teamalia65@gmail.com Email Address: 9 - DATE OF ORIGINAL APPROVAL: 09/08/2017 "If more than 6 years old:and SCDHS site inspections have not been performed,a new ap2lication will be r wired SECTION?, FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: ( - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 1 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: Date: SECTION 4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER,RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify t t I have examined this complete application and the statements therein are true and correct,and that all work shall be done in acc ' ce with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a r iW e or -urs to S210.45 of New York State Penal Law." Signature of Current Applicant/Agent a Date i oI q 4,C) Print Name of Current Applicant/Agent Title my li Agent/Project Manager DEPAR SE ONLY Permit is Transferred/ anew Until T- f6 - 23 Number of Bedrooms Approved A11A Signature of Department RepresentativeDate /o —15--as WWM-104(Rev.02/12) NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE C I PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, V p) I PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 43.8' W "1.5. N I IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, � n ''• PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY W d 8,15 } $3' PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED �`'i -1 C) -n--y PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF Z O 4.9' Z 11 I 1 ) ,,I('},•� f"^f'•••�a f---.-� AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE D_ O F� n W ( i I.>��, _) I`�t,;s`( ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND CD Z Z 4j w ,.'. � `� 1"; THE NOTATION'ALTERED BY FOLLOWED BY MS SIGNATURE AND THE DATE OF SUCH h _ *- ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 1- O 6 1.4' 09 �� j \ _ ! I COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED Z Q LL Q t 1 L^^ SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. W 12 7' �� jLL I WO Q Z A FIR - - 2022 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS - < O 3.3' OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. F- 1.0' W w Z I I- H PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE _ LU o L �. W Z Z 1.. - CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES. O I 28.5' N I D'O '"`•' -"-'`--"�•'�''� "'"`� , SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 20.5' N F- .•z.c •_,,,,. �__, OTHER THAN VISIBLE PERMANENT STRUCTURES. (L LO S53°05'40"W 51.03' I j O J L4 r COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALLRIGHTS Cl) w Cf) RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, m U) =Q RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN (n w b 20.5' O I - PERMISSION OF THE SURVEYOR. o LU r- :8*.5' zo^ THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL N (� 1.0' U' I MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER r _ Q �' .�- �l PURPOSE. ir I M 3.3' W LOD M ( 12.7' 611 611 n I A �// t _ZZ Ll. z 6 O 1.4' 1 Q " < I 4 Q LL ZLL � 20 4.8' 6 6a I Cl)1.5' LL O 8.4' on 1.5' ih LU vi 43.9' N S53° 05'40"W 55.76' N00 N I LO 00 (O _ I M r PROPOSED CURB I C0 ` r pO02) �o NE*dam d C�� S 81034'23" E 67.78' Q C:) -LQ O� U I !0.05 13Ea J'!✓ It N LO oo s c' Q I o 19 fl- � rn U) N I 03-15-2021 FOUNDATION LOCATION FOUNDATION AS—CONSTRUCTED FOR 167.99' (ACTUAL) U N ITS 99 — 100 R=275.00' S52055'20"W UNIT DESIGNATION MAP OF L=77.85' „� HARVEST POINTE CONDOMINIUM 2 FILE NO.:490 FILED September 28,2020 C-VI N '�h O SITUATED AT N o TOWN OF I CUTCHOGUE S 40052'38” E co o Lc)C') 27,03' � N c~ � SOUTHOLD TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 043.000&044.000 S52°55'20"w ( O ` NELSON + POP E 19.24' �— - - 7 ♦ engineers•architects•surveyors Z 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com Lu u. w SCHOOL HOUSE INDIVIDUALSURVEYS LL DRAWN BY: NP CADD No.: 00026 IS SCALE: LANE CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF'I 1"=30' DATE: 03-18-22 PROJECT NO.: 00026 NOT O SANITARY THE OE SETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE I MANHOLE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE CONTROL NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, J MODULE PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. r ¢ 0 �.j I IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 43.8' PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY m U O EMH (V 1.5' N PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED W Z ' PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF O 1.5' 7.0' O AN REM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE Z U U cn M LLJ s.3' ST-2 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND m 03 4.9 W ST-1 b THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH m C) Z co t ^ O Z U 1 ALTERATION ,AND A SPECIFIC DESCRIPTION OF THEALTERATION. J W 0 j n F--LL W M 11 O 0 I m I COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED D:¢ }0 J J L)O. I SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ¢ a Z F. U) LL LL D. N 12 7' LL1—_O)Ix LL U' 1•In 13 9' I W J NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS N OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. W STONEVE SE (D 1 2ND STY. Z PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUBSURFACE 3.3' O O OCH O CONDITIONS IF ANY.INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, ~ I WB8-PAV R 1.0' Ix I ^ U LU W Q SOIL CONDITIONS,VEGETATION.TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS Z o (� 1 a N 0 OTHER THAN VISIBLE PERMANENT STRUCTURES. Oz . S53° 05'40"W 51.03' � I , Lu 20.5' N 28.5' W W COPYRIGHT©NELSON8POPE,ENGINEERS AND SURVEYORS.ALLRIGHTS > C.BOX a: I io ~'O \ RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, d ® ELEC. 1 1 UJ ❑aC M _ Z / DI L RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED E.BOX DI O METER 1 a []A/C d O �\` IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN m _ - EGRESS WIN• �¢ - _ - PERMISSION OF THE SURVEYOR; 2D.5' o WELL,TYP. I W U THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL 0n W I _2 ry 28.5' >O MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER CD ST DRIVE SE r I co QF 12 Q PURPOSE. I.I i I WBORDER R 1.0' Q �� Ln I 3.3' O UC� � Q \ � � � 12.7' __j W ONHSO /� w2 LL m k Z I Z _ ¢ OLU fV m W M L61.4' 1.4' 14 .D' 02 U n F- C) 11 II r - m MH o U ZF-N _L6 rYoOWLL �O zo 4.8' 7.O'0'ii ci1.5' Z 8.4' Q 04 II U r` 1.5' ih W N I w of 43.9' S53° 05'40"W 55.76' N N 040 000 M 'i 1D_® N ,S C S 81034'23" E R 67.78' Q 000. 'QOzs Ul �t O. dQ °' c' Q o 10 o OcS� til r1_ i I U) 03-15-2021 FOUNDATION LOCATION FINAL SURVEY FOR N 06-01-2022 SANITARY AS-BUILT UNITS 99 - 100 167.99' (ACTUAL) 0e-24-2022 ADDED CONTROL UNIT DESIGNATION MAP OF MODULES AND ELEC. S52°55'20"W PANEL HARVEST POINTE CONDOMINIUM 2 R=275.00' �� FILE NO.:490 FILED September 28,2020 L=77.85' ] W 10-27-2022 FINAL SURVEY SITUATEDATp o CUTCHOGUE N -'to TOWN OF _ 1 TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S 40°52'38" E S.C.T.M.DISTRICT 1000.SEcnoN 102.01,BLOCK 02.00,LOTS 043.000 s 0..000 27.03' N SOUTHOLD , ` + S52°55'20"W %0 NELSON POP E 19.24 7 engineers•architects•surveyors UI — 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com Z L11 DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS SCALE: LI LL LU00026_1 LL. Of I- SCHOOL HOUSE CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 'I (7 U) LANE DATE: 10-31-22 PROJECT NO.: 00026 1"=30' NOTES: .. .. THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE _ PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE I I NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. I - - 49 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, ffi PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED 0�7G 7 a q t N f� q, PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF s AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE I '�o Z co m 19_j i ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 3 I I I O In Q o ci �, 1 I THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Z I LL F O W LL ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Q W W Z j (p 1" -c ) .p COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED - � ELECTRIC W s2 a SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. >I I I CONTROL z w PANEL❑ C„ � - : �! © d NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS Qi I V MODULE m N I �_ '� e, rS,U Q S- OR RIGHT OF WAYS,IF ANY.NOT SHOWN ARE NOT CERTIFIED. (4 U m 43.8' (0 ,� � UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED Lu O I (7 I I I D m 3 N 1,Fj' N m Z C •a•/ I-I J UJ 4 AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. W 1" WATER ri t7 (c�� (� �j 33 ELECTRIC AND GAS UTILITY LOCATION PROVIDED.FROM PSEG DISTRIBU ION DESIGN W 3 ( SERVICE / 1.5' O �v `�9. sw J PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED Z w w w—w B 3' ST-2 ST L I 1} �o LS: _ TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY ISNOT GUARANTEED NOR IS 4.9' W STA O s$ +�.,.. 4.4 " i8 f� THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. 11 CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR LU F,3 iv O U (ri �jO r` (fJ y 8 ' ,e FURTHER DESIGN. ' to LL Z `' LO Z(' R 0 L" X ? �t UJ D-(O €.� �1 � PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE.OR SUB SURFACE 3 I I F•' �-O 1,4' I-.N +�, F a ') CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, _ Z (/� m `9 ��,, _ q _+ SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS F f m iV 0 Lu IQ 0> r ,,..a j' OTHER THAN VISIBLE PERMANENT STRUCTURES. W I STONE BASE r (� I U) Z I M S go U �� ^ COPYRIGHTm NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS a U DRIVE 3.3' 23' j rn S .1 W/8"PAVER 1 0' I N j rn- 4"SDR-35 RESERVED.NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, �-- F I I p BORDER Q I Z r I Q RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED - - - Z c a(N.,v PIPE;TYP. C9 L.-.)' IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN - _ LU 3 I O p Q o y CL f e PERMISSION OF THE SURVEYOR. O E 20.5, N 28.5' �� i _1 Q I _J y ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT L �y SHOWN L.L 0_ 3 F cam G GZ E GAS ELEC. a @�m ` DI I Tii ALL SANITARY PIPING 4"AND 6"SDR-35,TYPICAL. Dlp METER METER (n �`_� a 0] I co co ca � F.T _ SOME DRAINAGE INFORMATION PROVIDED BY BUILDER g II m o 0.5' o a(t00 `-~ I (� '%f (( 6�/ ' I _ (li 28.5' j �� roa" "�[J;�;�-r�rr �. I F sfi"U STONEVE SE W I ? - `^ n W/8"PAVER 1.0' Q I aqv UOZ. a �/J 3 I III BORDERI M oc� 23' yjN _ SEP20 j� I.LI I c�"U (D I Q U 3.3' 4"SDR-35 Z � �� \ T 12.7' _j rn LL Z un PIPE,TYP. �> 3 I O W LU ai L.L I� III iN Z 1.4' =HWCD 6t� c�; � ti 3I �II DI Q�u0�- oU� + lfiw��Cw7a44�1's-ser,�JQ�tl��P��I U CN 5 p 4.8' UHQ? - 11 8.4' � I� II I m 1" WATER w '�` 1 5 SANITARY SYSTEM AS-BUILT TABLE SERVICE � m 43.9' STRUCTURE NAME TIE A TIE B 3�—w w w—w_� If u UNITS#99-100 I III ST-1 44.3' 25.9' 0 NE/ y ST-2 50.6' 23.9' LP 76.5' 30.4' 3 10" WATER MAIN MILLSTONE _ w •'�' W -w-w-w- F �gtl8i'm �' f08-24-27022ADDED DATION LOCATION SANITARY AS-CONSTRUCTED FOR GAS SERVICE ` LANE �a� .� r TARY AS-BUILT e E G E G E E E _ SUB PAVEMENT `! a w UNITS 99 - 100 ELEC. SERVICE a— CONTROL UNIT DESIGNATION MAP OF 050LLESANDELE°• HARVEST POINTE CONDOMINIUM 2 �" ® C ® S� FILE NO.:490 FIL D�September 29;2020 131ITUAAT CUTCHOGUE _ TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 043.000 6 044.000 W ` NELSON ♦ POPE HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S engineers•er+chitecgs•surveyors UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 99 R10-17-0153 1,999 S.F. 486 S.F. 2,485 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com 100 R10-17-0154 1,999 S.F. 486 S.F. 2,485 S.F. DRAWN BY: NP ADD No.:INDIVIDUALS000RZ6YIS S SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 1 DATE: 09-07-2022 PROJECT NO.: 00026 ' -30' Uri 1.�s q q 196 0,J ELECTRICAL APPR VED AS NOTED INSPECTION REQUIRED DATE: B.P.# 37- !l a I FEE:. <ab BY: TRUSS PLACARDING REQUIRED .�o2Q NOT .BUILDING DEPARTMENT AT . 765-1802:. 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE '.O NOT PROCEED'WITH. 2. ROUGH FRAMING & PLUMBING FLAMING UNTIL SURVEY:' �bOUNDATION LOCATION. 3. INSULATION °HA WEEN APPROVED. 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR. C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR PLUMBER CERTIFICATION DESIGN OR CONSTRUCTION ERRORS. ON LEAD CONTENT BEFORc CERTIFICATE OFOCCUPAN.. COMPLY WITH ALL CODES OF SOLDER USED IN WATER NEW YORK STATE & TOWN CODES SUPPLY SYSTEM CANNO' AS REQUIRED AND CONDITIONS OF EXCEED 2/10 OF 1% LFA �UTHOLD TOWN PLANNING BOARD SOLM40 (TRUSTEES AL1 L PLUMBING Ii A9T;t-;`z-; &WATER LINES NEED TEOTING BEFORE COVERING OCCUPANCY OR Blower door USE IS UNLAWFUL and ductwork WITHOUT CERTIFIC�' testing required. ')F OCCUPANCY Must provide Manuals D,1 and S as per NYS Energy Code RETAIN STORM WATER RUNOFF All exterior lighting PURSUANT TO CHAPTER 236 installed,replaced or OF THE TOWN CODE. repaired shall conform to Chapter 172 of the Town Code Fite separation required as per NYS Code PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: Section R316 Foam Plastic TABLE R405.1 F_ a) R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a Properties of Soil Classified According to the Unified Soil Classification System W 2020 RESIDENTIAL CODE OF NEW YORK STATE floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square R316.1 Ceneral. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic r� feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL 0 2020 EXISTING BUILDING CODE OF NEW YORK STATE solU cIJSSIFlCAT1oN cTENTI ;' 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 GRoLP ySSIFIC SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGEgI � 20 20 FIRE CODE 0 F NEIN YORK STATE CHARACTERISTICS POTENTL4L U a; following circumstances: tie job site shall bear the label of an approved agency showing the manufacturers name, the product listing, product identification SYMBOL EXPANSION Cnd information sufficient to determine that the end use will comply with the requirements. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U l' 2020 MECHANICAL CODE OF NEW YORK STATE 2. Floor framing is constructed of truss-type open-web Or perforated members. LITRE OR NO FINES GOOD LOW LOW Q 2 R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from V Q. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z � 2020 PLUMBING CODE G F NEW YORK STATE panels. the interior of a building by an approved thermal barrier of not less than X inch gypsum wallboard. LITTLE OR NO FINES GOOD Low Low 1 , (D � 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, O V� L_ o � 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 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. LITTLE OR NO FINES GOOD Low Low 0 .�� cn SP POORLY GRADED SANDS, OR GRAVELLY SANDS, () ■� (� j M 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- P / 9YP / P q P Y P P P GOOD Law LOW rovided with a 1 2 inch sum wallboard membrane, 5 8 inch wood structural anel membrane, or a uivalent on the '. The s ace is entered onl for ur oses of re airs or maintenance. LITTLE OR NO FINES MEDIUM LOW CC +0-' >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 0 RESIDENTIAL PROVISIONS Exceptions: cgoinst ignition Using 3/8 inch gypsum board. SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW z V in 0 �- 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 0 X"c) v M SECTION R101 Perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: sc CLAYEY SANDs, SAND CLAY MIXTURES MEDIUM MEDIUM Low Q Lu C M GENERAL Section R303 1. The thickness of the foam plastic shall be not more than 31'4 inch. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, _ r- N 00 Light, Ventilation and Heating 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW ❑ `.% ,, R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less GROUP 2 SLIGHT PLASTICITY M nn movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. when tested in accordance with ASTM E 84 or UL 723. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, _ two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Exceptions: GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM r \1' and their accessory structures not more than three stories above grade plane in height. CLAYS To Low �J 1. The glazed areas need not be operable where the opening is not required by Section R310 and awhole-house Section R317 Protection of Wood and Wood-Based Products Against Decay �- 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 grade adjacent to the Continuous Insulation: Insulatin material that is continuous across all structural members without thermal bridges other that 2, The lazed 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 inches elsewhere. g g vra ed with aluminum flashin R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the building capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 pp g, envelope. inches above the floor level. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of 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. Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where 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 Z 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 R301.1.1 Alternative rovisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the accordance with AWPA M4. (� P enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or � � i� lI ��] limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the 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 [ �I U design shall comply with the Building Code. Ceiling Height washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with this shall discharge by gravity or mechanical means into an approved drainage system. me Construction Manual WFCM . 2015 EDITION - " ' o s. 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 ground or sand gravel � NOV 1 6 2021 1. AWC Wood Fra ( ) ( ) R305.1 Minimum height. Minimum ceiling heights of 7' 0 In habitable ro m R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section rooms & laundry rooms. g 9 shall be in accordance with the material requirements of ASTM F 1667. R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. C ._ Exceptions: Z BUILDING DEPT The extent of such desi n need onl demonstrate compliance of nonconventional elements with other applicable provisions and shall han 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 Dampproofing O TOWN OF SOUTHOLD gerformanceyof the conventional framed s stem. En ineered design in accordance with the-International 2. A shower or tub equipped with a showerheed shall have a ceiling height of not less t and placed in a position that is visible from the street or road fronting the property. Address identification characters shall R406.1 Concrete and mason foundation dam roofin . Exce t where re uired to be water roofed, foundation walls that retain U be compatible with the p Y 9 of not less than 30 inches by 30 inches at the showerhead. rY PP 9 P q P Buildin Code is ermitted for buildings and structures, and parts thereof, included in the scope of this code. contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled earth and enclose interior spaces and floors below grade shall be dam roofed from the hi her of a the to of the CC 9 P ' hin PP 9 n ructed 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 wlt 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 P R301.2.1 Wind design criteria. Buildings and portions thereof shall be co st P 6 feet 4 inches of the finished floor. footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O the ultimate design wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. R301.2.1.2 Protection of openings: Window glazing in windborne debris regions shall be protected to meet the requirements of the large 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 by means of a private road and the building address cannot be viewed from the public way, a monument, pole test of ASTM E1996 & ASTM E1I386 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or hazardous locations for the purposes of glazing. or other sign or means shall be used to identify the structure. Address identification shall be maintained. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of O �'1r'' 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 MIL polyethylene to permit water / see a e while avoidin infiltration of fine soils. The remainder of excavated area shall be backfilled with the same t e of Z (� C) / of not less than 7 16" and s an 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 P g g YP soil as was removed durin excavation. ❑ Exception: Wood structural panels with athickness / P 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall g opening protection. Panels shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and 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 comply with ASME A17.1/CSA B44. w secured with the attachment hardware provided. 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 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 Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. 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. a hazardous location. Section R322 Flood Resistant Construction R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". �j GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD Air Mean 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 '4 SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual Exceptions: Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and p g p P TERMITE DECAY TEMP REQUIRED HAZARDS Index Temp 1. Glazin adjacent to walkin 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. f"'�� LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH g 1 g structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be olf any grade lumber. Region Debris 2. Glazing 36 inches or more measured horizontally from the walking surface. 3uildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the „ R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48 o.c. max. where beam is not located under wall to zone dost restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed ..� 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" MODERATE SLIGHT TO 10 Yes X 1500 R502.6 The ends of each olst, beam or irder shall have not less than 1 1 2 inches of bearin on wood or metal and not less TO HEAVY MODERATE Degrees UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R 322.1.5 _owest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any g / g 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 to concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon 0 R310.1 Emer enc escape and rescue opening required. Basement shall have not less than one operable emergency escape and enclosure is not built so as to render the building or structure in violation of this section. strip and shall be nailed to adjacent stud. 0 R301.2.1.4 Exposure category. 9 Y R 322.1.6 Protection of mechanical, plumbin and electricals stems. Electricals stems, a ui ment and com onents; heatin , ventilatin , air R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. g Y Y q P P g g m um o enin area. Emer enc and esca a rescue o enin s 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. size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R310.2.1 Mirnm p g 9 Y P P 9 the elevation re uired in Section R322.2 or R322.3. R502.8.2 En ineered wood roducts. Cuts, notches and holes bored in trusses, structural com osite lumber, structural ❑ 2. Exposure C. Open terrain with scattered obstructions havin a hei ht less than 30 feet extendin 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 q 9 P P w g g g 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 Exposure D extends downwind 600 feet from the partially obstructed area. Includes flat open country and grassland. lumbin fixtures; ducts stems; and other service a ui ment is ermitted below the elevation re uired in Section R322.2 or manufacturers recommendations or as shown on these drawin s 0 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 p 9 Y q P P q g 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 500 i ht is below rade it shall be rovided with a window well in R322.3 provided that they are designed and installed to prevent water from entering or accumulating within the components and R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a Exposure D extends downwind 600 feet from the unobstructed area. not more than 44 inches above the floor; where the sill he g 9 P 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 accordance with Section R31l are the desi n flood elevation in accordance with ASCE24. Electrical wirin s stems are ermitted to be located below the re uired constructed. R301.3 Sto Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the R310.2.3 Window wells. The horizontal area T the window well shall be not less than 9 square feet with o horizontal projection and g l y P q U D' width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be elevation provided that they conform to the provisions of the electrical part of this code for wet locations. laterally unsupported bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to full o ened. 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 y P PP Y rY 9 Y P PP Y Y 9 Section R506 Concrete Floors (On Ground) � exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. re exceeded. Where the sto hei ht limits R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed - shall be rovided for the wall or wall framing members where the limits of Chapter 6 a ry g R506.1 Concrete slab on grades to be min 3-1/2 inches thick. F"' P ble with the window in the full o en osition. Ladders or runs shall have an inside width of not less R 322.1.8 Flood resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall Q thie desi n of the Buildin or the noncom )Tart onions thereof, to resist wind loads shall be in ladder or steps usa Y P P 9 R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed H of this section are exceeded, g g, P P accordance with the Buildin Cade. 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-rests an ma eras a con orm o e 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. � U e. Window wells shall be desi Ted for ro er drains e b connecting to the building's foundation drainage system R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils Z R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, R310.2.3.2 Drainag 9 P P 9 Y classified as Group I according to the United Soil Classification System in accordance with Table R405.1. re uired b Section R405.1 orb an a roved alternative method. design flood elevation shall: LLI Item 1 or 2. The common wall shared b two townhouses shall be constructed without plumbing or mechanical equipment, ducts q Y Y PP _ Y A rains e s stem for window wells is not re uired 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 vents in the cavit of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be Exception d g y q shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course Z) or y mixture soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters 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 o her unheated accessory structures. U R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. Section R602 Wood Wall Framing 0 tem in accordance with Section P2904 is rovided, the common wall shall be not less than a 1-hour idth. 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: 1. Where a fire sprinkler Sys P R311.7.1 W y R602.3 Design and cons+ .action. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. the required headroom height. The clear width of the stairway at and below the handrail height, including treads and landings, 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed 2. Where a fires rinkler s stern in accordance with Section P2904 is not provided, the common wall shall be not less than a shall be not less than 31 1% 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). Wa(: sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table P Y 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 the requirements of this section. MINIMUM MINIMUM FIRE R311.7.5.1 Risers. The riser height shall be not more than 8 nch per supplement. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. ISCRIPTI N FASTENING (a,b,c,d) ME EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of WALLS FliRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 J4 inches shall be provided on stairways with solid the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and 1. BLOCKING BETWEEN 3"NST5 OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL r r NOT FIRE-RESISTANCE RATED o HouRs z5 feet risers. bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL H Ci o 17 6 . PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE i'2 feet to <5 feet R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in ¢ N �`! r N °° 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 0 �" �' w �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 EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the tum. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 comply with section R325.6 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 FT 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 94 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) 16D COMMON AT 24"O.C. FACE NAIL including wall extensions through and separating attached enclosed assessor structures. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 in 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 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: TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL u� cn in � i-n cn Exce tion: A ars et is not re uired in the recedin 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 P P P q P 9 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 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 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL � board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. ON EACH SIDE OF END JOINT (24°MIN LAP SPICE attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, LENGTH EACH SIDE OF END JOINT) _o any openings or penetrations in the roof are not within 4 feet of the common walls. building, the operable window shall comply with one of the following: clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings 14. BOTTOM PLATE TO JOIST OR BLOCKING NOT AT BWP 16D AT 16"O.C. FACE NAIL `V 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is 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. ( ) more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof opening is in its largest opened position. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP 2-16D AT 16°O.C. FACE NA►L 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 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 R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 3. Porch slabs, steps, and garage slobs: 4000 psi plus 5 to 7� air entrainment FOUR 8D COMMON. TOE NAIL (-- Exceptions: R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening Z W 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 CD 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 a 1-hour fire-reesistance ratin where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Section R313 Automatic Fire S rinkler S stems with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL a0 m not less than g P Y 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER -� r -resistance-rated floor ceilin and wall assemblies shall extend to and be tight against the exterior wall, and wall 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 W w Building Code. Fie / g R313.1 Townhouse automatic fire sprinkler sy 9 9 g P with X inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL > � Y assemblies shall extend from the foundation to the underside of the roof sheathing. equipment throughout with on automatic sprinkler system. U I j 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 Exceptions: 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 0 = 1.A fire-resistance rating of X hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NFPA 13D. There shall e i 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 8D COMMON (ROOF) 12"o/c at interior U � each plate section. Plates shall be protected against decay and termites. Z in accordance with NFPA 13. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above 8D COMMON (SUBFLOOR) supports (see note f) O 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 on automatic sprinkler system. o ction of such assemblies shall have an a ual or reater fire-resistance ratin 1 Desi n and installation. Automatic residential fires rinkler systems shall be designed and installed in accordance with Section TABLE R404.1.2(1) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing W o constru q 9 9 R313.2. g P 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 R302.5.1 Opening Protection. Honeycomb-core steel doors no: less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a P2904 or NFPA 13D. 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 off 0.142" or less. a MAXIMUM UNSUPPORTED w device. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically ❑ 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 �'Au (� f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, reaves and gable end �T 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 = `" shall be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural s6 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY Iii r h-1 � 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 v 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. I- .. ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus shall not apply to garage walls that are perpendicula- to the adjacent dwelling unit wall. >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum Z m TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable Section R314 Smoke Alarms of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or � � � areas. Garage ceiling: 5/8 type X gypsum board where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with Z R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. o o 0 R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than R314.1.1 Listin s. 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 0 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM g be listed in accordance with UL 2034. center and 20 feet where spaced at 12 inches on center. W MINIMUM VERTICAL REINFORCEMENT BAR R602.3.2 To late. Wood stud walls shall be ca ed with a double t0 late installed to rovide overl0 In at corners and W E84 or UL 723. R314.3 Location. Smoke alarms shall be installed in the following locations. SIZE AND SPACING (INCHES) P P PP P P P PP 9 0 intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates RE A R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: E Rc 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as 1. In each sleeping room. 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_ ��0- oge rcy�'�'ij follows: 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH Do not backfill with any soil containing silt or clay. width Of the StUdS. � : 2Q n., R` F� 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that ( ) ( � R602.6 Drillin and notchin of dimensional lumber to conform to sections R602.6, R602.6.1, and fi ure R602.6 1 Notchin & Q `` I �2 ''� 1.1 Vertical) at the ceilin and floor levels. WALL THICKNESS (INCHES) 9 9 9 O 9 �; y g contains a bathtub or shower. 8 10 12 bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior ;;;' , 1.2 Horizontally at intervals not exceeding 10 feet, _ 1 i s. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove cell ng placement of a smoke alarm in a location required by Section R314.3. 8 7 NR NR NR non bearing walls & figure R late 1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie = ;�-,, _S! 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with s 8 s m 41 NR NR fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers Section R302.7. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed specifications for engineered products. (figure R602.6.1) N ^_. `.,, -� Q� 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free cooking appliance. 10 s 8 0 4t 5 0 22 NR 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally '9 0?38�0 �O passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 ❑ ��F NE`N requirements. from a permanently installed cooking appliance. NR denotes no reinforcing required. ` re For the fire blocking of chimneys and fireplaces, see Section R1003.19. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed Locate vertical bars 1Y4" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. ••.• ••• • •••••. . •••..• .. . 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. JOB MBER r R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the in R 314.4 Interconnection. Where more than one smoke alarm n required to be installed within an individual dwelling unit ` followin 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 9 will activate all of the alarms in the individual dwelling unit. T T T 2 Two-inch nominal lumber. U NIT M D f-1 L 1 2. Two thicknesses of 1" nominal lumber with broker lap joints. Section R315 Carbon Monoxide Alarms ,jJ W � 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. T T 5. One half inch gypsum board. l O ® M O D H L A 6. One quarter inch cement based millboard. v L Z 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely O W retained in place. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN I- 4) 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 ;__4 MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation wall by one of the following methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD 2 r1 E SPACING 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 8 (mph) 2. A flashing of an approved elastomeric material. MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. g PP REFLECTIVE RED 6" DIA, � WOOD NOMINAL PANEL STUD SPACING 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 0 '�� SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) from the tank will cause damn e, the tank shall be installed in a an constructed of one of the followin PANTONE (PMS) X187 V IM (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY o wall in the where the furnace is located, a utility room or an approved location inside the building. 9 P g RATING (INCHES O.C.) (INCHES O.C.) TABLE N1102.1.2 (R402.1.2) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. N Z B C D Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. � in v M 8d 3. Other approved materials. 0 � -F-0 a) COMMON 1.75 24/16 7/16 16 6 12 170 140 135 CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL •r"�'( 0 > rn ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE Aplastic pan installed beneath ages-fired water heater shall be constructed of material having a flame spread index of 25 or z EFLECTIVE � s o R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. g WHITE W +_r N> have the wall sheathin and fasteners designed to resist combined uplift and shear R-VALUE R (including stories below top story) shall h 9 9 (D- z - forces in accordance with accepted engineering practice. 4 EXCEPT 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 L D-W .Ei rn MARINE R802.11 Rafter or truss uplift force. T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 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 1/2' V o ca `r For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure 8 TRUSS IDENTIFICATION SIGN STROKE roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required R-value for such Section T102 General Definitions COMPLIANCE WI1H 19 NYCRR 1264 ❑ = co v, - Span (ft) 12 18 24 28 32 36 42 48 U co .� 2 203 226 247 281 314 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 EXISTANCE ff TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN � Cl) Uplift Force # 117 149 18 without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 mz) or solar Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. 20 percent of the total insulated ceiling area, whichever is less. P y DIAMETER,WITH A STROKE WIDEN OF 1 2.THE SIGN REFLBACECTIVE RED SHALL O REFLECTIVE WHITE IN m 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 photovoltaic or solar thermal system. COLOR.THE CIRCLE AND CONTENTS SHALL BE Rl}1.ECTIVE RED IN COLOR,CONFORMING TO PANTONE (� 0 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 MATCHING SYSTEM(PMS)X187. P4 a- accordance with ASTM C 10 2 p spaces shall be weatherstripped and insulated to o 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 REWIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHE) 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. TO THE EXTERIOR LE THE RESIDENTIAL STRUCTURE PROVIDED, ON THER,THAT: IS AFFIXING THE SIGN OR 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 SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC 80X,OR ff 1lIE UTILITY materials listed in Table R702.4.2, and installed in accordance with the manufacturers recommendations. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TABLE R702.4.2 subfloor decking. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 m2) TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO 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 PONT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE Z down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set SIGN OR SYMBOL REWIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE 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. 0 MATERIAL STANDARD FIBER REINFORCED GYPSUM PANELS ASTM C 1278 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. T103.4 Obstructions. Solar ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted WOOD ROOF TRUSS SPECIFICATIONS% 0 NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE 0 NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 and listed for the fireplace. T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. W TABLE R703.8.1 construction documents. C0 TABLE N 1102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. Z Allowable Spans for steel lintels supporting masonry veneer Air Barrier and Insulation Installation circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES positioned at the opposite (load) end from the input feeder location or main circuit location. D (EQUATION 16-8) 0 a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) L3x3x1/4 6'-0' 1 4'-6' 3'-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.7 Outdoor outlets. A water proof outlet is required for any 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. LL. Ln L4x3xt/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) 0 1. 1 J LW.5x5/16 to'-o" 6'-0" 6'-0" GAPS IN THE AIR BARRIER SEALED. least one receptacle outlet is required for each cars ace in a garage. ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL P q P 9 9 D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z L6x3.5x1/4 t4'-o" s'-6" 7'-0' BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. 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. Lon le of the angle shall be laced in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. CATEGORY B. Long g g p P THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. 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 installation. Adhered mason 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 BUILD UP LOADS AS REQUIRED BY R703.12 Adhered masonry veneer n masonry st DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE7-10 , TCDL - 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER ON PIAN TO SUPPORT PHOTOVOLTAIC CELLS. � R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(6) DEFLECTION �7�la plastic with a minimum vertical attachment flange of 3 la 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 .75". (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS ~� mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. FLOORS) 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 p f R703.6.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roosupporting SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED t0 rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: ON PP 9 SPACE SHALL BE SEALED. n ' construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. P-.,i wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch 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. W w lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF Floors and ceilings W brittle finish L/360 3. REQUIRED BEARING WIDTHS. every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 THE DRYWALL, AIRTIGHT AND IC RATED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF g / / 4.1. TOP CHORD LNE LOAD . SNOW LOAD. 0 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L 240 4.2. TOP CHORD DEAD LOAD. R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIOR WALL FROM THE SHOWERS AND TUBS. L/1 / 4.3. BOTTOM CHORD WE LOAD. Ep {`.`/] mortar or rout and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior walls With plaster or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. g 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ❑ W O F outside face. minimum tie size- 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal 1" between sheathing & ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls With brittle finishes L/180 4.6. CONTROLLING WIND LOADS. veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. > �r horizontal) and 24 inches on center vertically. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage from seismic provisions of code per Exterior walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. Y 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR R703.8.5 Flashingshall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate R301.2.2) Lintels supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLY P4 U tial. All INTERFACE.. 0 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 ata 1.57 psf (75Pa) pressure differential. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTER A E USE 2 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. 6/ R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple GM, and GC. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. I not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. < R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES B TNN TRUSS MEMBERS. H and walls closer than 10 feet (3048 mm) to a building on another lot. Section N1103 (R403) of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems A B B R EV I AT I 0 N S WOOD FLOOR TRUSS SPECIFICATIONS: Z U WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. water disposal from roofs that will collect and discho,ge roof drainage to the ground surface not less than 5 feet from foundation Z) THE BUILDING CODE. W walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall A.B. ANCHOR BOLT D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at A.F.F. ABOVE FINISH FLOOR different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACENT ADJUSTABLE Dn DETAIL LT. LIGHT R.O. ROUGH OPENING D (EQUATION 16-8) 0 R802.4.2 Framing details. Rafters shall be framed not more than 1 M inches (38 mm) offset from each other to ridge board or directly zone temperatures down to 55'F 13'C or u to 85'F 29'C . The thermostat shall initial) be programmed b the manufacturer / E. EACH LT. LOUVER R RISER D + L (EQUATION 16-9) 0 opposite from each other with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not P ( ) P ( ) y P g y A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT LT. LAUNDRY TUB RND ROUND less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 inch 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 ANCH. ANCHOR EIEC. ELECTRICAL MAS. MASONRY S.C. SAWCUT D = DEAD LOAD, L = LIVE LOAD, 51mm nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe ELEV. ELEVATION ( e ridge b a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the roof heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ANGLE EQ. EQUAL MAT. MATERIAL SHLF SCHEMATIC FLOOR TRUSSES SHALL = DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: the g y 9 P 9 ARCH. ARCHITECTURAL MAX. MAXIMUM SHLF SHELF TCLJ_ = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 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". EXT. Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other BD. BOARD 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 DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: STRUCT. STRUCTURAL MTL. METAL SUSPENSION 1. DEPTH, SPAN, AND SPACING. members, cross-laminated timber members or 1-joists are prohibited except where permitted by the manufacturers Exception: Ducts or portions thereof located completely inside the building thermal envelope. BTM BOTTOM F C FLOOR COVERING CHANGE SUSP. p p p Y 9 P / 2. LOCATION OF ALL JOINTS. recommendations or where the effects of such alterations are specifically considered. BLKG. BLOCKING SGD SLIDING GLASS DOOR 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 n � w R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be M1501.4.1. ERG. BEARING SQ. SQUARE supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across FDN. FOUNDATION (NTS) NOT TO SCALE 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. Exceptions: BRK BRICK 4.2. TOP CHORD DEAD LOAD. o � N M � N FIR. FLOOR TB TOWEL BAR BSMT BASEMENT F the rafter or ceiling joists at intervals not exceeding 8 feet. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. F.R. FIREPLACE T & G TONGUE AND GROVE 4.3. BOTTOM CHORD LIVE LOAD. CL CENTER LINE . FIRE RATED D.C. ON CENTER TOP OF GRADE SLAB 4.4. BOTTOM CHORD DEAD LOAD. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. 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 FIRM FRAME OPER. OPERATOR TGS TOP OF FOUNDATION WALL 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. FVV Connect with tecos for header joist spans of 6'-O" and greater, 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 FT. FOOT / FEET OPNG. OPENING TTYPP TYPICAL 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free button-lock types. 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 COL COLUMN FTG FOOTING OPT OPTIONAL T TREAD 6. EACH REACTION FORCE AND DIRECTION. O.S.B. ORIENTED STRAND BOARD 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF' EACH JOINT CONNECTOR the vent. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONIC GA. GAUGE TRPL EXCEPT WHERE SYMMETRICALLY N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) COND. CONDITION GA. GALVANIZED OZ. OUNCE TRIPLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ( ) ( ) Equipment g y g (Mandatory). CONT. CONTINUOUS 1 R ONE ROD Section R807 Attic Access or below 55'F 13'C shall be insulated to a minimum of R-3.N1103.7 R403.7 E ui ment sizin and efficient ratin Mandato G.C. GENERAL CONTRACTOR 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. UNLESS NOTED OTHERWISE areas that have a Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION 1/S ONE SHELF U.N.O. 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 ar GEN. GENERAL with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK GYP PC POURED CONCRETE VERTICAL 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. z z z z z z vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8mz). The vertical height shall methodologies. C.O. CASED OPENING GYPSUM be measured from the top of the ceiling framing members to the underside of the roof framing members. BD. PARTICLE BOARD VERT. 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. O O O O O O N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER G.L.G L GLUE LAM V.I.F. VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. � 5; 5; � 5; 5 PL. PLATE WASHER > > > > > > The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City C.T. CERAMIC TILE HGT. HEIGHT PNL. PANEL W WITH * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING W uJ � Lu Lu LU hallwayor other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 CLG. CEILING HARDWARE W/ _ Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WD WOOD ASSEMBLY, DRAFTSTOPs SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFT3TOPPING SHALL inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head room in the automatic or gravity dampers that close when the ventilation system is not operating. 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 HD.WD. HARDWOOD PF. PREFABRICATED WELDED WIRE FABRIC DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. HR. HOUR PR. PAIR WOO MEMBRANE BELOW, CONSTRUCTED SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: m D DRYER PROD. PROJECT PROJECTED WO OR W/0 WALKDUT FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MFIARFRS o Section N1104 (R404) Electrical Power and Lighting Systems HDR. HEADER / WINDOW Q N1104.1 R404.1 Li htin and equipment Mandato Not less than 90 percent of the permanently installed lighting fixtures shall contain only PENNY HB HOSE BIB 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. o Section R902 Fire Classification ( ) 9 gc (Mandatory). P P Y 9 g Y DBL.. DOUBLE R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A. B or C high-efficacy lamps. I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. TYPICAL ROOF & FLOOR TRUSS NOTES: roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 DIA. DIAMETER INGR. IN GROUND P.T. PRESSURE TREATED feet 914 mm from a lot line. Class A, B and C roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access DN DOWN INT. INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF ( ) 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 V) UL 790 or STM E 108. REF. REFER TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the DW DISH WASHER I.S. INSIDE CORNER RMS. ROOMS * Z R 902.4 Rooftop mounted photovo p y p P 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,REINFORCEO FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. v system shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. KSI KIPS PER SQUARE INCH12- CD 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 * TRUSSES SHALL THE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS 0 f ( ) RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN 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 O �J w R 903.2.1 p 9 q THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSQ GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE F- Y wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. 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 front of fascia, min 4" typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at than 18 inches (457 mm) above the floor in garages. * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A 0 temp9 g eratures of 40 degrees Fahrenheit or higher. Ice protection requirements per table R301.2(1). Install ice & water M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for GRAPHIC SYMBOLS REGISTERED DESIGN PROFESSIONAL Z v shield at all eaves, gable ends, hips & valleys. On roofs slopes less than 4:12, entire roof to receive ice & water every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE EQUATE TEMPORARY BRACING HAS _ shield. shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. o W z R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof section M1506. STRUCTURAL CALC. REFERENCE W9 o slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 - All general notes unless otherwise noted on plans or product specifications. 44 a I menta application is required in accordance with Section R905.1.1. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping DET DETAIL REFERENCE - All applicable state & local codes, ordinances and regulations if any. ❑ underay pp q SHT U t will be 'i or floor membranes Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 is located less than 1 /i inches (38 mm) from the framing member face to which wall, ceiling FLOOR FINISH CHANGE In areas where the drawings do not address methodology, the contractor shall be bound to perform strict R 905.2.5 Fasteners. Fa p g 0.105 inch 3 mm shrank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend gage � ( )� compliance with manufacturer's specifications and / or recommendations. w � 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 P 9 9 through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not # DOOR HARDWARE TYPE - General contractors and subcontractors to review these construction documents upon receipt from architect (- less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. and report any and all discrepancies including any dimensional conflicts, immediately to architect for is 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 - 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 ° ( ) Where swain is provided on G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches SHT SHT _ DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. w or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. g p PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. (Z,� 9 9 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. 9 YP PP y g and counterflashin 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 on the vertical sidewall, the base flashing shall be provided in accordance with this section a g 9 Y contractor, a discrepancy exists the contractor shall promptly report it to the architect for proper 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 P Y P P Y P P P W 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. D extend not less than 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 C- O ARchi overlapped not less than 2 inches (51 mm). Drip edges shall ( ) 9 and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per construction shall be of the some character as for similar conditions that are shown or noted elsewhere on 1=- U woe cy_ �� deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underloyment shall be installed hour shall be installed with a 9 inch vent termination clearance. i edge elan rake edges. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches the construction document set. ��' Win'" ALF 0A - All work is to be performed in a professional manner and in accordance with best practice and consistent 2� over the drip edge along eaves and under the drip g g g 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. with manufacturer's and supplier's recommended installation procedures. _ * ��' , and 4 of this code. - The architect has not been retained to perform framing inspections and / or field inspection. The architect U i 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 the chimney asses through the roof. is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing tl) : N .,,..�' than 3 feet above the highest point where y p g 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. ❑ �9 F O23g5o �l0 P Y PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ��NES Section R1004 Factory-Built Fireplaces building. ("REGULATIONS' , 8 NYCRR 69.5, ENTITLED 'SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE ...... ..... ....• •• •.•••...••..• ......•• ••••: rY P R 1004.1 Facto built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 built fireplaces shall be tested in accordance with LL 127. for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the A STAMPED WARNING N THE SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace manufacturer's instructions. UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. JOB N i6O23 system has been specifically tested, listed and labeled for such use in accordance with UL 127. 2 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 is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric UNITS 99 (MODEL Al & W material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving 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 Q 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. CL cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 ms) throughout 100 MAl0 the attic space. The marker, shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 0 r,'" 2 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W W thickness and installed R-value shall be listed on certification provided by the insulation installer. D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, CONNECT KIN6 5TUD5 TO TOP PLATE Z A5-r F PAR MR ROOF FRAMINI6 WRAP 1-1/41X22 6A.6ALV.COIL STRAP 2x4 OR 2116 W 1-"1 Ur?OX14"MN OPP05N6 RIPTFRS OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS ATTAGt1 TO EAGNI PAR 2x ACG LEDGER W/2-3/8"x5"LA6 DBL TOP PLATE OF OPPOsm R*TfI;$ ROOFROOF BOLTS® I6"OG INTO STUDS I6"OG. V �PLAN FUM 51MP50N STRON6-TIE 2X BLOGKIN6 0 rt V A35 ® EVERY RR AT 2 END BAYS 2x4 STRIP HALL OR Z V o C pgppl STRONl6 5M'SM SER" - - TRUSSEBOTTOMGHORD W/SiRON6BAGK5 51MP5ON H2 CONNECTOR®EA. •}.•� O L -TE SIMPSCN STRONG-TIE I C-) §- a) SIM-04 STRONG-11E H2 8D NAILS M5 -TE hk RW STRAPS SHILL tE ATTA610 TO WA PAR OF 6PPOW RAFTERS. ALTERNATE TO RID6E STRAR RAFTER TO STUD AND KIN65 NP• 8d NAILS TYP. H+3® EVERY RR I. I '� U > r- � :RDEE STRAPS ATE NOr REQ W WREN WIAR TES Or PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGN®) "NAL*OR 1X4 L.1,M ARE LZATEP IN THE LFFER TM 9 THE ZIPPER THIRD OF THE ATTIC SPACE � �4-4 p o AT FOR USE Ha 5T1V AND 151.IN DOMINATION ONLY WHEN STIP AND ATTIC SPADE MD ATTVV To FJ H PAR OF RAMS W/4-I0d NALS W 4-10d AT EACH RAFfERI NOT ALIF I EAC44 STRAP ELO `RAFTLRS ALIGN DETAIL 4 APER O i W cn a Cl) L5U26 FOR 2x6 EACH STUD,5E L5025 FOR 2x8,2x10,OR 2x12 U o � � FRAMED ❑ U M 00 Will OR ry R 1 DC E STRAP DETAIL / -RIDGE 5TRAP DETAIL LU25 a N VERY r1 J 2x4 OR 2x6 oR DOOR 0 (1=08 CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ STUDS® Ib O.G. (� NO SPECIAL FT = r�+ 2 N T5. 13 Aug LEDGER VJ/3/8'x5" LA6 STRAPPING TO BE t-I/4 X 22 6A. CONNECTORS REQ d eD 2 N T5. LOCATE AT EVERY RAFTER BOLT® I6"OG INTO STUDS IN THIS AREA SMP5(.N STRONG `�"� 6ALV.,SEE DETAIL 4/DI.ALL 5TRAPPIN6 TIE LT5 TE W / TO BEAR A MIN.OF 10'ON FRAMING. S 6TRON5 w NAILS TYP.r Im MAY m m r AFS / PORGH 'ROOF: GABLE END HALL �►�TM� M�` �A "�M. // STRI4PPINC� DET�IL DETAIL AT ATTIC Z FOR U5E WHEN STUDS AND LEE IN DOMINATION ONLY WHEN STUDS AND ^/ 10 I I O ALIGN N.TS. N.TS. `Ri4FTI=RS DO NOT ALIGN STRAPPING TO RUN ONTO RIM JOIST,SEE ;� U DETAIL q/DI(ONIE 5TORY)OR ONTO 5TUD \ AT WALL BELOW(TWO STORY) ROOF RAco TE . HURRICANE TIES - • • • I LOCATED AT EVERY ROOF RAFTER Z N.TS. LOG ATT I G _ 5TRAPP I NC DETAIL 0 ° 6IMP ,P� 12 EOR FRAME GONNEGTI ON5 0 IISE U45?5-=4 AT BADS DI N.T.S. F-- u '/ 2ND FLOOR MSTu 4-lbd FACE NAILS FROM z // STRAP OR 4x)Ix PROVIDE 3")3.{6'X3"WASHER PLATE AT ALL ANCHOR BOLTS N6 STUD INTO HHEADER ❑ / M5T04W SECURED BY WOOD SILL PLATES. r...� R�-DENS 51MP50N PA13 OR 55 ANCHOR BOLTS MAY BE U5ED IN LIEU OF / GOLUMN P05T TOP ANGHOR SLAP START NAL THREADED ROD W,WA5HER PLATE W / LOCATE AT EVERY GOLUMW 6tRDER GONNEGTION H/�'IF FRl.M PROVIDE 3')6'X036'6ALY.STEL PLATE W/ EW LE%TH / NTS. �.� BSD GF STIP NAlS 6-80 NAILS AT GORNER.S AND INTER5EGT1N6 (4)NAIIS ANN.IN � � � � WALLS. LS AT AT B TALO.STEEL PLATE VU Ir U16TH 1r) / � - \ ��_N9 NALS � 12-80 NAILS AT AT BUR JOINTS IN STRAI6HHT 51MP50N L5TAI2 STRAP T etm�� I WALLS WHERE THERE SINGLE PLATE OR HEADER FM 2X6 KING 5itA5 NAND= 5-IOID NAILS EACH END AT OUr LI3Jbm l JNALS EACH JACK sTIO 24'N9NINUM LAP SPLICE ONE AT SPANS UP TO 6 f$T TWO FOR SPANS 6 TO 12 FEET 21/8" 5/5"(P A301 ROD THREADED 6'BOTH ENDS. THREE FOR SPANS 12 TO 16 FEET 2X6 JACK STUDS NDN). ® .� 12-160 MIN.NAILS ONE AT SPANS<b' AT ALL SPLICES TWO AT SPANS FROM V TO 12' W w fROVDE MN t3�D G ��T�. �L13�16TN IST FLOOR BOTTOM FRE-bB�rr 3/4 AND I ROD AT 5 MP50 5 5TR0 5 Ir THREE AT SPANS>12' 5IMP50N POST BASE � 2"X3/8'X3"WASHER PL W/NUT EACH SIDE UNLESS NOT®oT44ERwI5E ON PLAN Q 1 ABU44 OR ABUbb,SEE PLAN UPPER 5TORY SHEAR °° C! If MALS MIN IN �-G5 22 COIL STRAP WALL TO GIRDER EXTERIOR WALL ❑ W rz� m � ALTERNATE ANCHOR BOLT DETAIL © 0 FLOOR TO FLOOR TIES I I BELOW GONNEGTION 4 I ` ° :' , I/2•mH00KH)ANGHORBOLTW/T• FOR 5ET BAGK HALLS HDU HOLD-DOWNS AND STRONG HALL DOUBLE TOP HALL PLATE SPLICE DETAIL HEADER GONNEGTION N.TS. LOCATED AT EVERY STUD \ OUNDATI ONMINLT EMB INIMUM MB EXPANSION @7- I N.TS. I!� I rj- BOLT W/5'MINIMUM EMBEDMENT N.TS. co STRAPS um SfAw PROVDE 8d 6OW40N(013) x 25 LaO NNS. j \�\ COL STRAPS M 60MND PROVDE:10d(Oka(0131 x r Lft)NAL6. COLUMN POST BOTTOM ANGHOR 1 6 ALLOWABLE HOLES - (� N.TS. LOCATE AT EVERY GOU)MW 6tRDLR GONNEGTION Ham PA'rW . 1 TO NUT Vk=,ppb W NAIL®6 0/G AT ALL PANEL E06E5 I60 NAIL 0 24'0/G Z R M w aWS TSH:WLW HIP RAFTER, IbD NAIL®24"0/G �,'osB OR PLYWOOD LVL ,cH e a d e rs and Beams rollame LVL W R 51MP50N HGP HIP 5EE PLAN INTERIOR SHEP`THIN6 1.3E TimberStrand® and Z) (� N CORNER TIE NOTE=WHERE 24'WIDE MMIN41Nt RILL HEIGHT 1 N.U4.6 (IN LSL hole zone Parallam®PSL 2 x diameter of the y3 depth U WALL RETl1RN16 PROVIDED AT ENDS OF hole zo largest hole(minimum) 0 BRACED WALL LINE THE 80011 HOLD"MAY � � BE ELIMINATID. PROVIDE TWO(ONE AT EACH 1 p"LBJ6m(1rHIN) � SD NAIL®6'o�G - - - - - - 51DE)GS 22 STRAPS PER DETAIL 4 IN LIEU OF I 13/4 `��J 13E ELI STRAPS SROV I IN 11E DETAIL NAIL SHEATHING TO 51MT�ON L WASTER ° o AT ALL PANEL EDGES INTERIOR _ T - - T SILL PLATE Hv T O 211 AGQ SILL PLATE DOUBLE d 0 - .L - - - _J_ - - 0 0 NAILS 0 4'0/6 SILL AT PULL 5A5EHB M o EXTERIOR GYPSUM BOARD o 0 0 5/8 DIA STEEL.ANCHOR _I T'MINIMUM BOLT5 MAX.2'-8"O.c- - - - - - ix 19 IW V&ff Parallam®PSL 8D NAIL® 12'0/G AT ALL Microllam® LVL and El HENT EXTEND BOLTS MIN.T'INTO 05-22 COIL STRAP �TO RM MEMBER5 NOT AT PANEL ED6E5 allowed hole zone FDx WITH 116HTE1€D NUT E middle ya span 3N 3'WA5HER TO EACH BOLT. 2 2 x $4 CONTINXAIS BAR PROVIDE TERMITE SHIELD SILL (�PLATE 5�P60N LTP4 RATE NN1�TO %M�SW IS/32 OSB OR INSIDE CORNER OUT5IDE CORNER -LSTA36 W 10-10d NAILS SEAL.AND MAINTAIN W MIN. RM AVD SIL RATE A Ii0/G a est R�MWE PLYWOOD 5fEATHIN6 d 1.3E TimberStrand® LSL allowed hole zone d INTO STIR ABOVE AND FROM H)TO FINISHED TRADE PLAN VIEW PLAN VIEW w LOCATED 2'TO b vKLeY,NAc Nra�cTs. 4 BELOW(2 EACH CORNER) FROM TOP OF WALL NOTE= NW A6 PHt TWE�7D wrGAl F c�i o M EXTERIOR I^I r General Notes o N N M W N Tail=2p8011 SE 50WATION PLAN COIL STRAPS UNDER 5HEATHINN6 PROVIDE=8d COMMON(0.131 x 25'LONG)NAILS.COIL EX I E I�I lJ I� HALL TOP OP �p �p HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformlyloaded STRAPS OVER 5FEATHIN5 PROVIDE=IOd COMMON(0.131 x 3 L.ONT)NAILS. l� EXTERIOR CORN LAY-OVER OR FALSE VALLEY PLATE HIP GONNEGT I ON DEPTH HOLE SIZE headers and beams only. ly nd 5TORY GORNER GONNEGTORS T)'PIGAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE HALL FRAMING 4�" • Noholesiund canal ST�RA�PPINC DETAIL 5Yz" 1%4" • No holes in cantilevers. NTS 18 '�'1 7y4'to 20" 2" • No holes in headers or beams in plank orienitation. 8 N,TS• LOCATION AS NOTED a N.T.S. LOCATE AT EVERY STUD N.TS. I� N.TS. HTS• DO NOT cut,notch or drill N.T5. LOCATED AT EVERY GOR1 ER See illustration for Allowed Hole Zone holes in headers except as indicated in illustrations and tables. Z z z z z z A MINIMUM OF THo BRACED WALL LINES(BNU ARE REQUIRED IN EACH DIRECTION OF A BUILDIN6. BNLS SHALL NOT BE SPACED D VE D STRAP AND WALL&fATHMb_NOTE- �rl 1 NL21J` DMIm STRAP AND WALL OtATHIN6 O O O O O O MORE THAN 60 FT APART. WALL5 WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BNL. BOOL.LOCATIONS ARE To TOP 01=POM(WALL IF Ils® TO TOP Gf PONT WNL F LI5FD I � N INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY 13E I I 2 FT MAX PONY WALL MAY BE SI P50N DITIZ tam AT OS-W5P ERAO® A BRACED WALL PANEL(BNP)SHALL BE6IN WITHIN 10 FEET OF EACH END OF A BWL. THE DISTANCE BETINEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WML END PM85(TYPE A)tVU 145 RFLP ED6E5 OF BV�9''S SHALL NOT BE 6REATER THAN 20 FEET. THERE 54ALL BE A MINIMUM OF TWO BW ON EACH BWL EXCEPT AT o ®II AT WJ6W WALL PETALS 6 AND D. WALLS< 16 FEET LONG MAY HAVE ONE 48'OR LONGER BNP. BWPS ARE TYPICALLY G5-W5P SHEATHED BRACED WALL PANELS ® AV (TYPE A)OR 6YPSUM E30ARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BW TYPES A 3 U2'WIDE LVL HEADER(SEE P NEL N ®I "W MALS AT DTTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LEN67TH OF BHN'15 REQUIRED. Ga<nNHI)OUS TO OUTSIDE OF PAHHLL =n 0 N m BHP TYPES ARE INDICATED ON FLOOR PLANS. r ^ 4)I 3/814)THREADED ROD z z v J ® GS-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET THE MINIMUM LENGTH REQUIREMENTS OF TABLE 8602.105. NAIL 7(e MINIMUM WALL CONTINUOLI5 IIY4 MIN DER HEADER TO CONTINUOUS III4 MIN DEEP HEADER TO NOTE=WHHB;E 24 WIDE MINIMUM FULL W16W 5HEATHM WITH U NAILS 0 6"O/G(EDGES)AND 12"O/G(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEL:FLAW OUTSIDE KINt6 STUD(SEE PLAN) Q PN8� WALL RETURN 15 PROVIDED AT ENDS OF Q� G5-WSP BRACED WAIL LINE THE 80011 BLOGKINe AT ALL UNSUPPORTED PANEL ED6E-5. PROVIDE boo POUND HOLDONM FASTEN�•310/0 IN E C HEADER W FASTEN�'3'0/0 IN E C FPIFW71 NV HOLD"MAY BE ELIMINATED, PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT Do NOT HAVE 8D NAILS a 3b/G IN EACH DIRECTION a 8D NAILS 0 3b/G IN FAGH DIREGnON WALL MIN PANE' Z HEIGHT(FT) WIDTH"L" W EITHER A 24"MINIMUM FULL HEIGHT WALL RETURN OR A 48"MINIMUM BNP. W 5111475 N1 LSTA24 STRAP ON BOM 510M AND LU 51MP50N LSTA24 STRAP ON UN5HHEATHE D TRIM TOP OF PANE.A5 Iwo 0 0 MINIMUM LENGTH REQUIREMENTS OF G5 W5P EACH OF HEADER TO JACK STUD W I6-I00 NAILS PACE W/Ib-HOD NAILS ' CL Z 4 �. 6-1/41 505 5GR8•IS O prp CONTINUOUSLY SHEATHED BRACED WALL PANELS z!- 10 34 W n w TABLE 8602.1 5 FASTEN TOP PLATE TO HEADER W/2 F- FASTEN TOP PLATE TO HEADER W/2 . PORTAL STRAPS 1/2'FROM EDGE ON J F'� 0 ROWS OF 16d NPdlS a 3b/G zp ROV15 a Ibd NAILS 0 3b/G 11 W BOTH SIDES(4 STRAPS PER PANEL) > H'�1 Y WALL AJAG84T CLEAR MINIMUM LENGTH OF O U O (2)JACK STUDS MIN.OR PER PLAN 12 42' „ V Iii HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL (2)JACK 5TUD5 MIN.OR PER PLAN --51MP5ON 044 COUPLER NUT (64' 24' H- BLOCKING AT PANEL E06E5 W U = Q 8 64'TO 80' 32' BLOCKING AT PANEL IDSE5 BLOGKIN6 AT PANEL ED6E5 5P P5a,VERB STRONG WALL 5B Z 80'TO qb' 361* ►- PANEL SHALL HAVE A LEJGTH'L'OF NOT PANEL,YIj21FY PANEL IS PWIhB (� <64" 21' GYPSUM BOARD 06B"BRACED WALL PANELS(TYPE B)SHALL.BE PANEL SHALL RUNE A T HAL 1 OF NOT LE55 THAN 16'FOR ONE STORY AND 24'FOR C/) ''� 48'MINIMUM IN LENGTH ON BOTH 51DE-5 OF WALL PER TABLE LESS LL,N O16'FOR 8 FT WALL,18'FOR 9 O FIRST PL.00R OF TWO STORY APPLICATION � BOTH BJDS Or HEADER W z 3/8'4)ANCHOR BOLT OR q 64'TO 80' 30' FT WAIL,AND 20'FORA 10 FT WALL 5f5 O NLOrE=DETAIL APPLIES TO ADHESIVE ANCHOR 80'TO qb' 41' R602.105. SECURE)2"6YPSUM BOARD WITH bd COOLER NAILS, PLAN FOR ACTUAL LEN6TH. SEE PLAN FOR ACTUAL L.EN6TR <64' 30' OglS"X IYe"6YP5UM BD NAILS,OR.Oqb"X 1%0 ANNULAR RIN6E17 F WIDTH TO HEIGHT DIMENSIONS T'1aH5 ARE F WIDTH TO HEIGHT DIMBSIaNS ARE NAILS®"1'O/C(EDGES)AND l"O/G(FIELD). BLOCKING 15 NOT EXG�THEN DETAIL'F'TO BE USED. E)(GL�FD THEN DETAIL f'TO!E 115®. - ❑ ^ w 64"TO 80' �" REQUIRED AT UNSUPPORTED PANEL ED6E5 NHEN PANELS ARE 10 80'TO q6" 38' � - IF GONTIN101Y HEADER IS USED OVER Cl) INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FULL BOTH OPEIIN66 THEN MIDDLE WALL = •Partial credit for Panels 36"to 48"wide per R602.1052 +EIGHT BLOGKIN6 DIRECTLY ABOVE AND BELON TYPE B WALL5. afE JA,GK,gpNp KING 5TL1DS ONE JACK AND KINl6 STUDS BRACINI615 NOT REDO "L" EGUA L TO Iii TYPICAL HOLDOWi�I DETAIL AT CONTINUOUSLY SHEATHED WOOD F- FASTEN'1/16'SEATHINSTOFJCHSTUP FASTS IAW5HHEATNINSTOEACH STUD TWOKIN6STUDS or > 12" GYPSUM BOARD "GB" - TYPE B LL AND SILL VU W COMMON NAILS a 3'OIC, AND SILL W/8D COMMON NAILS 0 3"0/G 0 m FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A o 0 NOT TO SCALE PER FIGURE 8602.10.5 B NOT TO SCALE PER FIGURE 8602.10.5 - - FASTE<T/16'SHFATHM6 To STUD z_ AND SILL W/8d NAZIS a 4'01r. Z PORTAL DETAIL'G'ONLY APPLIES 51W50N HIM HOLD"W 6-1/4' Z I� SIMPSON HHDl15 HOLD"VV 14-i/4'SD5 N T5. TO 2 FT TO 18 FT WIDE OPENIN65. SGRS�LSi IN DOUBLE END STUD 505 SCRE1,6 IF NO FLOOR ABOVE TABLE 602.103(1)BRACIN6 REQUIREMENTS BASED ON 14OMPH TABLE 602.10 3(2)WIND ADJUSTMENT TO HDU4 HOLD"W/1R ABOVE. � � � � WIND SPEED,F)CP05URE$,3O FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRAGIN6. 2-112'$ANCHOR BOLT OR F�AN51ON SCREENS IF FLOOR ABOVE PANEL TO 51T DIRECTLY TI TOP OF GONSIT DI ECTLY ON T HW U_ U SMPSON Doll NIM*N AT 66-W DRAG® WALL HE16HT5,AND 2 BRACED WALL LINES ADJUSTMENT STORY GONNDITIOx ADJUSTMENT BOLT WITH 2'X2'X�'PL wA5Ht3z I/2'm ANCHOR OR EXPANSION BOLT W WNL ILD PADS(TYPE 4 NRI AS 1 CONT BASED ON SUPPORTINl6 FACTOR OVER 2-In'*ANCAM OR EXPANSION BOLT. :3 TUE c� ®I'? AT ORM.®WNL PETALS 6 AND D. STORY BWL 5PAGIN6 METHOD 65 114 BAR DONT IN TOP FaI N ATIONRETE CONCRETE 114 BAR CONT IN TOP FOUNDATION ® 5HEATHIN6 EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION BOTTOM ® 8 IOD MALS AT DTT1Z _ = EXP05L1RE CATESORY ONE STORY D 15ONTTOPAND �c�� `• `<O TOP 10 25 55 EXPOSURE CATEGORY TWD STORY G 13 PA85-18 ANCAHOIR BOLT OR V'MREADED I►4 BAR HGONGRETE FOUNDATION 51HP50N 561/8X24 OR PABT-l8 AWHOIR W = EXPOSURE CATEGORY TWO STORY D Ib EXTEND WALL SHEATHIN6 OVER RIM JOIST ROD W/WASHER PLATE,` DETAIL 15NI BOLT OR Ye"THREADED ROU, TOP 20 5.0 10.0 FAB5-18 ANCHOR BOLT 0R 3b THREADED +rte OVER ROD W WA5H6R PLATE,SE DETAIL 15/01 5l DETAIL ® TOP 30' 7.0' 145' ROOF SAVE TO RIDGE ROOF ONLY 15 FT 13 PANEL EDGE FRAMED WALL PORTAL DETAIL TYPE D ONLY APPLIES TO b FT TO 18 FT WIDE OPPE�NIN65. '9 02381.1 Q� ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LE49TH OF 48'TOWAR05 R602.10.3(I)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANE.RAS 51MPSONN STRON64IALL REQUIRES BN61Nf33�DESIGN TO TOP 40' q.O' 185' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REGUIREMENT5 FOR BRACED WALL PANEL5 AT BRACED WALL LINES. WALL TO BE CONTRIBUTIN5 LENGTH OP 48'TOWARDS Rb02.1030)MHN IKH Le46m TO DETERMINE PAN® SIZE AND ANGHHOR BATS FOR ❑ �F NE ROOF LAVE To RIDGE ROOF+I FLOOR 20 FT 13 WEIR ON FIRST FLOOR APPLICATION ONLY. REGUIRa�Ts FOR BRACED WALL PANELS AT BRACED WALL LIMES. ACTUAL HORIZONTAL VB16N WIND LOAD AMD CaDmoN TOP 50' IID' 23.0' PROOF SAVE To R106E ROOF+2 FLOOR 15 FT 1.1 ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP JOB UMBER 1 TOP 60' 13.0' 275' WALL HE16HT ANY STORY e FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL 'IABW" SIMPSON STRONG WALL 3/8"m ANCHOR BOLT OR BOTTOM OF 2 10' 5A' 105' WALL HE16HT ANY STORY q FT OA5 II II n I' 2016023 ADHESIVE ANCHOR WALL.HE16HT ANY STORY II FT 1.05 FRAME CS-PF DETAIL - TYPE C D PFH DETAIL - TYPED E DETAIL - TYPE E (DNOTT DEAScL - TYPE F BOTTOM OF 2 20' q.0' Iq.O' WALL HEI6 IT ANY STORY 12 FT' 1.1 C NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 TOALE PER ENGINEERED METHOD NHBL OF BVL PER PIAN DIRECTION AT STORY 3 13 SHEET NUMBER BOTTOM OF 2 30' 13.0'� 275' NMIBER OF BV4L P62 PUIN DIRECTION AT STORY 4 1.45 BOTTOM OF 2 40' 11.0' 36.0' N OF BH_PER PLAN DIRECTION AT STORY 5 OR MORE Ib GYP ED FIN15H OMITED FROM IN51DE FACE OF 5HP 1.4 (_2_�IBRACED WALL PANEL DETAILS Z HOEDOWN DETAIL AT SLAB BOTTOM OF 2 TZ -10 50' 21..0 44A' APPLIES TO METHOD G5-W5P ONLY UNITS 9 9 (MODEL Al ) & 100 (MODEL Al ) Z 20 BOTTOM OF 2 b0' 25.0' 525' GYP BD FASTENINI6 ANY STORY 4"o/c o.-r D-1 NOT TO SCALE � NTS. APPL.IE5 TO METHOD 6B ONLY (n W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H W Z C ' W 1�1 E �- O U U 6".1'x4"ELOM TYP.I X BF R WALL 0 4--d 1 x4"g11R166ms®w OG.- z Z ^^ '' FRNU 6M 4 4 W (D ` � U) 4.4 ROSES To ALM M06B To ALIGN (2)1xi"ELlX.K&�C9 1 1 Dk7JTL d o(r�c �TLDixixB 'S24 >: RIDGE VENT R SE VINT DY Trar OR EqX !E Z U a a u) 6 6 rw TRM i xx M c TYPI(AL E ROOF11.5HIN6LE5 TYPICAL ROOFING: I"xi"P/UrGIA El 15# ARC.HITEGTURAL 5HIN6LE5 "PLYWOOD�EATHIN6 1511 FELT UNDERLAYMENT 15 FELT UNDERLAYMENT I/2'PLYWOOD 5FEATHIN6 6'AZEK TRIM b'AZEK TRIM I/2'PLYWOOD SHEATHING —I"x4"TRM I � 2 12 AI.I 12 k" S" n 12 12 12 DENTIL BLOCK#DTLBbxbxB DENTIL BLOCK#MU36x6xb 12 - -�j-`-i BY'FYPON'OR EMAL BY TYPOW OR EQUAL X12 GABLE END DETAIL I 6'AZEK TRIM ^ X12 12�`� b'AZEK TRIM 6• 6 �-�-- ---tiy b. b. E- I'x 8'AZEK RAKE BD W/ OH OH. �12 12 Al OH. AI z m 6'AZBC TRIM IN 8 AZIC RAKE BD P J r N.T.S. +^ IN 3'AZEK TRIM(TYP) 12 12� IN 3'AZEK TRIM CIYP� � 12 i'� O 'cam b'BLIND E3 A5HIN6 ROOF BREAK ROOF BREAK 2 6'HIGH BLIND b'BLIND FLASHING tv 0 . . L=[j L FLASHING Z) Lj Ll SSTAM ROOF - -_ - - - - - - - _ - - 5T hETIAL ROOF METALI FA5GIA BD. ESEDRAOM><2 PL HT b FLA5HIN6~'"FA5GIA5 FRIEZEEZE BD. FA5GIA5��`- -�`f�A5HIN6 0 1-0, iBEDROOM�2 PL HT OH. O1{•""`yam OH. OR 60 O Ln 11 ® I IOR IoH' ILI Imo• - L J ® Z Qj� C) II ❑ is - ts I'X8' " ® I rs !E I I I >S' I I � I'Xg'AZa: � Q TRIM BD I I s' I ffLu TRIM BD m 4 f? a _ W = co ovaz GIRDER i I 4 Q 1 1 i I �� I I II it II I , „ ILI I I I TTTT II ' I II FIN. IST FLOOR I FIN. ISTJ FILN0105RT I FINN FLOOR EL.EV= 0'-0 - 10'5QUARE HB46 PERMA CAST I 8xb P.T. POST HITH SIMPWN___j \__bxb P.T.POST KITH 5IMP5ON ANCHOR t I I I I I I 8x523/6 POST GAP ANCHOR t I 10'5QUARE IBt6 PERMA CAST I O � COLUMN 1146362 W/SQUARE 5 52-a/ POST9ft Post BASE 51-3/6 P ST GA POST BASE COLUMN 1146382 W/SQUARE FLAT GAP s BASE(OR EQUAU I SYP-ALL GOIJIMPS) I I I I I I -ALL Cano -CORNER COL"TO I FLAT GAP t BASE(OR EQUAL)-CORNER COL"TO I w W PROMDED W SKIT KITS I I I I I I I I IPRW LA D T KITE I U 4 I I I i I I I I I I � m C� I ❑ w O 1I II I I I I I _ I - -- — - - - - J - - - - - - - - - - - - - - -I- - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - �I- - - - - - - - - - �I- - - - - - - - - - - - - - - - - - - - - - - - LWIK � U FRONT ELEVATION FRONT ELEVATION � H z U UNIT 100 UNIT 99. Z W C) MODEL Al (HOLLY)- MODEL Al (HOLLY)- DISM 0 TO ALIGN RID6E5 TO AL16N _ - 17 V Q N ON N CR M06E VENT - `y RIDGE VENT N c) co cV I 2 t 135 12 I2 t 135 CRICKET BEYOND t 135 t 135 I uj 12 �'I 12 O O O O O O 12 12 12 12 cn cn cn cn c o n I'-0' I O' > > > > > > INSTALL ICE t WATER SHIELD OH. OH. 12 12 01{, OH.�i12 12 INSTALL ICE t WATER 5HIELD PER MAN1FACTURER5 I2 1111 ii 12 12 it lilt E'ER MANIFAGIURBR5 SPECIFICATIONS TO MAINTAIN I2 I SPECIFICATIONS TO MAINTAIN co PRODUCT WARRANTYOf =L Ixb FASCIA BD. PRODUCT WARRANTY 0 N �! o 1.11 L-L 'BLIND b'AZEK b'BLIND APPLY ICE t HATER WIELD IN FAIR N yam; IN6 FRIEZE BD. F!ASHI APPLY ICE t HATER SHIELD IN FAIR HEATHER WHEN THE AIR ROOF DECK ANDlilt [ HEATHER WHEN THE AIR ROOF DECK AND HEATHER ARE AT TEMPERATURES OF 40'F Ma�RAPE ARE AT Ta4PERA MRES OF 40'F (5'G)OR HI61ER. (5'G)OR NI6Nat -E27, - - - - - - 6 5RKF5T PL HT TR EIDRM MST'R 817RPT - 6RKF5T PL HT f- Z �- - _-- PL HT PL HT 1'-0' 1'-0' W 1 7k 47 T 0 OH. 1-0 HARDI IPLANK SHINGLE SIDING 1 I ij 50FTIT � IH. OR - - r=- -- T-_ � 50FFIT ii 1 i - -- --- -HARDI IPIANK SHINGLE SIDING O O W -TYVEK OR EQUAL > �� Y -7n6'058�TTHHIN6 tS " ® til �F I rs -7nb'o5B SHEATHING U F_ I I rs I e e_ I _ -2x6 HOAR 5TUDS a Ib'O.G. W W < -2x6 wooD STUDS a 16 OL. I I I 0 = -6'R-21 BATTs Q i i LN 4 i i _ Z 4 -b'R-21 BATTS U p 77= �Lj Q o I 6ARA6E L= WALLL i o U) LLI IF- BEYOND. 0 w Z I Ill Jill 111111I Q FIN. IST FLOOR IN. 1ST FIN. IS i FIN.15T FLOOR ❑ -'L� ELEV= 0'-0" �= 0'-0" 2020 NYSRG-624218(503 8) W _ - - _ - - VENTING 5Y5TEM TERMINATION LOCATION: = N bxb P.T.P05T WITH 51MP50N 10'SQUARE HBS6 PBZMA CAST I r-`1=__ I I ___� I THE VENT TERMINAL OF A DIRECT VBlf APPI IANGE WITH AN _j U • 6x6 P.T.POST WITH 51MP50N 8x523/6 POST GAP ANCHOR t ( I I I Ix4 AZEK TRIM I II 1 III I I I I I III I II I I Ix4 AZEK TRIM I I IO SGUTARE E d6 PERMA CAST I I 8x52-M POST GAP ANCHOR t I INPUT OF 10000 BTU PER HouR t3KW1 OR LESS 511A11 BE F- 51MPSON ABIK6 POST BASE COLUMN 1146382 W/5QUARE I II I III III I II I COLUMN#46382 W/SQUARE 51MP50N ABU66 POST BASE LOCATED AT LEAST 6'FROM MANY AIR OPENNG INTO A } nYP_ALL Gq S) I I FLAT GAP E BASE(oft EQUAL) I I I I I II I III I I I I I III I u l I I I FLAT GAP t BASE(OR EQUAU I I nYP_N a �a u t15) I BUILDING,AND 5UG11 AN APPLIANCE Wli}i AN INV OVER 1oAoo 0 -CORNER CO."TO BE I I I III I SII ( I I � � ( I I PROVIDED O UTA IT TO BTu PER HOUR BUr NOT ovaz ao 00o B,u P�HOUR SHALL BE � z G6RES5 ( I I I I I INSTALLED HITH A 91NCH VENT TERMINATION CLEARANCE,AND PR01nD®W/SPLIT KIT I II I HmXH I w WINDOW AN APPLIANCE WITH AN INPUT COVER 50,000 BTU PER HOUR Q I L 1_ IJ I �' v I L as L I SHALL HAVE AT LEAST A 12 MICH VENT TERMINATION U I I I I I I CLEARANCE THE BOTTOM OF TE VENT TERPHNAL AND THE AIR Z I I u------ ------� I I I I I I � g I I g INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE GRADE (n :.......... ......... ......... ......... .... w — - - - - - - - - - - - - - - - ,- - - - - - = -- _- - - - - _ - - - - uNFIN. BsrUNFtt _ - - - - _ - - - - - _ - - - - - - - -1 — L - - 2020NY5RG-8312.2.1 U �5�oe~ roy�9ij� - -I- - - - - -- - - - - - - - - - - - IN OWELLIN6 UNITS,WHERE THE.TOP OF THE 51LL OF AN F �� ? b - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ __ _�— - - - - - - - - - - OPERABLE WINDOW OPBdIN615 LOCATED LEY THAN 24' Q 'A 2 ABOVE THE FNI5HED FLOOR AND 6REATE R THAN 72'ABOVE el" THE FINISHED 6RADE OR OTHER SURFACE BELOW ON THE W EXTERIOR OF THE BUILDING,TEE OPERABLE WINDOW SHALL C `IDLY WITH OPE OF THE FOLLOHIN6: -RAR ELEVATION 'REAR ELEVATION 'OPASS TII THAT WILL NOT ALLOW A 4 NG1 DIAMETER SPHERE TO PASS THROU611 TEE OPENING N ITS LARGEST OPENED � � '9T 023810 yQ� 511b* = I-0 3 b" = I-0A PRrvBmow DEVIGES'T1iAT GOhPLY WITH ASTM F 2090 ❑ ME WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CAPfTRCL DEVICE ALLOHN6 THE WINDOW TO '....... ..... ....................................... FULLY OPEN,SHALL NOT R87XE THE NET CLEAR OPENING UNIT 9 9 UNIT 100 AREA��ND�UNIT TO,LF55 THAN 5?5Q1ARE FEET. 16160 BER 1 w 2 3- MODEL Al (HOLLY) MODEL Al (HOLLY) Q SHEET NUMBER UNITS 99 (MODEL Al ) & DUET CLUSTER ELEVATIONS Z 100 (MODEL Al ) `� W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RIDGE VENT I-_ FIRE RETARDANT zw PLYWOOD 5HEAi E 0 2"W R106E BEAM W 012 C ) .2 PJPee5 TO AL16N z RIDGES TO ALIGN 12 12 Q C) 0 .. 12 a) R106E VENT RIS VENT F 2"W RR 0 :3 1- 4-d =3 65 (�D 0 12 CN 12 (2)2"XIO" of 5.5 12 12 HARDIPLANK K&MIPLAW PT GIRDER HORZONTAL,51DIN6 HORIZONTAL 51PI% U) E q QVTTER5 I LEAVER5 5Ei TO C-) cd F ALL elfITTER5 4 LEADERS%LAU BE BAKED z L_ CLU) 0') —12 WITS AUJIMIRIM D32'MIN.ISAVSF,6UTTER5 WALL 0 x V) EN05 < Lij cy) - 4 SHALL 13E 5'SEAMLESS,Ob.STYLE W ALL 0 L t 05— RIDGE VENT CD RELATED 4 REMIRED ACCESSORIES. LEADERS co pn FJ06E VENT Ir co L0 SHALL 13E MIN.256",jM'6X)6E W CLIPS,4 a_ X co AICHOR5. 6614 5EAL ALL JOINTS. PITCH L \Ew6IJTTE1;5 MIN.I/bi PROVIDE P.VL. RECEPTORS 15'ABOVE GRADE TO RECEIVE 1 17" , r LEADERS(CLOSE)CAP Delft 2 (D I12 I I I I I 1 7 Ir. . . IIIIi I I-III it 14 i10 . . . . . . . . . TORY 12 HALL ffYOND 12 HALL BEDROOM#3 myow -0. . . . . . . HALL BEYOND _ ROOF 0 CCIVERED . . . . . . O.H. O.H. PORCH WNW GABLE Ir TW 5OFFIT E3EAM5 z 2x7-- Ixb FASCIA BID. . . . . . . . . . . . . . . . . . . . @ 16'oL.H/VENTED 0 W-)VL -ST MSTR BR . . . . . . t 5RKF VINYL SOFFIT BRO BEDROOM*:2= , L M.HT 12 . . . . . . OVER M.HIT 1--77-7 N" C7ARA&E 11 OR. OH. ART IIIIIII fill I I I I I I rA 11 --10"50ARE HE346 DERMA ii 11 1 1 11 1 lid I 1 11 1 11 1 1 If 1 11 1 1 1 HN If JI 11 6'AZEK T OH. III III fill 1 11 111 FRIEZE BID. I 1'-0' CAST COLUMN#4b382 Wl o O 11 1 1 1 11 11 fill fill 1111111 1 ]I L ill IIIIIII fill I I I I I I I !E �E L -11 1 11 Ill I it Ill TO BE U !E '4-— MA57M C12 11� 14j� 1_11 L 74'li PROVIDED W SPLIT KIT 0 BED1001, '51 K4L4 it 11 1 1 1 1 1 1 1 1 11 If I I I I KqL BffOND COL"0 Ln 61 11 1 11 1 1 1 1 If I 1 11 1 it I 1 11 1 11, 11 COL"a I 1 11 11 1 1 1 If 11 1 1 1 it 11 111 11 11 1 If 11 1 1 1 11 11 1 1 1 11 CAOL"a COVERED 11 :01 1-1 11 1 11 1 1 11 1 Ill I I COVERED 0 BEYOND Ill If I I Ill if I I ill it I I Ill L I COVERED I Tyw .. . . . .. . FRONT PORCH PORC44 r Ill I I it Ill I 1 11 Ill I 1 11 Ill I I I PORCH BEYOND 13EYOND 11 IL. 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RIDGE VENT 12 . . . . . . . 12 HARDIPLANK — 12 12 HARDIPLANK HORIZONTAL SIDING55 .......... 55 eUrrEF;!S 4 LEADERS LU 7 17 17 �2 12:.:= co 0 Ce) ALL 61LITTEF�5 4 LEADERS SHALL BE BAKED HORIZONTAL 510INE7 06 IN N 4 , - I I . . , - N . WHITE AIMRH 032'MIN.6ALM aMBZ5 m f SHALL 13E 5'5EAMLE55,Obi W ALL 12 ROSE VENT IN CO 00 104 ---I PJ06E VENT RELATED&REECUIRED ACiCE55ORI LEADERS 110 . . . . . . SHALL 13E MIN.2W,='19MISE IN CLIPS 4 ANCHORS. CALK 4 5E&ALL JOINTS. PITCH . . . . . . ................. eIJTTERS MR Iffi'i PROVIDE PYL. RECIEFrOi b"ABOVE GRADE TO RECEIVE 7 -0. . . . . 1_ 12 . 11 kit I 1 11 1 11 1 1 ml I OR J I I I I it 11 1 1 141 LEADERS(aDRD CAP DESIGN). I P1114,III I I I I I it 10 . . . . . . GL1 REST ._CLERE5TOW Ill PIN I 111111 12 KALL_ I it I 1114 1 11 1 1 BEY01 BEDROOM#3 BEYON0.6—ii 12 o COVERED . . . . . . ROOF BEYOND WALL BE iii 12 :66A 12 PORCH BEYOND z z z z z z t 10 0 0 0 0 0 0 12 . . . . . . . . . .OI{ . . . . Aef IxOeo FASCIA 90. 12 ......... 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I 1 101 11 1 1 Ill 11 1 FLOOR FIN. 15T FLOC*- OL I 1111'' 1 1114111 lit Lill I It lit 0.1 ELEV. 0.-0. w ELL-V= ai a- �ELIEV < Z EUT- 6�Z" 10 0 0 Ix4 AZEK TRIM- AZEK TR 0 uj 6 w 0 0 COVERED I HOUR RATED EXTERIOR FRONT PORCH BEYOND BEARING WALL A55EMBLY- 5EE 0ie I I I El 2020 N(5R(,62427.8",b) VENTING 5Y5TEM TERMINATION LOCATION: THE VENT TERMINAL OF A DIRECT VENT APPLIANCE HTH AN iu INPUT OF 10,000 13TU PER NOW OW OR LESS%KL BE CD LOCATED AT LEA6T 6'FIRM ANY AIR OPENINS,INTO A „WIN.B"Pi OL ,6. IINFIK EIGHT FLOOR 5� MWINS,AND 9"AN APMIANCE HTH AN WIT OVER IOPOO co — —— — — — — — — — — — — — — ffW PER HOW EUT NOT OVER 50POO BTU PER HOW SHALL BE z z ----- - -- - - - - - - - - - - - - -- -- -- HiETALLED NTH A q INCH VENT TERMINATION a1EARANC&AND 11i - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- -- -- -- - -- -- -- -- -- - _j M APPLIANCE NTH M INIRLIT OVER 50,000 BTU PER HOW z < SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION CLEARANCE THE BOTTOM OF THE VENT TERMINAL AND THE AIR (D INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE 6RADE. U) ...... ........ ..................... ui ED A&Cii R1 CHT 51DE ELEVATION BREEZEWAY 51DE) 2020 NY9;Z0-R312,2,11 LEFT 51 DE ELEVATION IN DHUINr7 UNITS,H THE TOP OF 1HE SILL OF AN 3Ab' Vi OPERABLE KNOCK OPENINIS,15 LOCATED LE55THAN 24' < 2 '15� 5116" Vi ABOVE 1TE FIN15HED FLOOR.AND ISREATER THAN 12'ABOVE Lu THE FINISHED iSRADE OR OTHM 51,11RIFACE BEI ON THE EXTERIOR OF THE WWIi THE OPERABLE KNOOK SHALL COMPLY HT14 CNE OF THE IFICILLICIANS. UNIT 100 0 OPENINGS THAT HLL NOT ALLON A 4 INCH DIAMETER SPHERE c/) UNIT 100 TO PA55 THROi THE OPENING IN ITS LAIRISE5T OPENED 02 0 •P05IT10K ;c* FALL PREVENT11ON DEVICES THAT COMPLY kii ASTM F 20`10 ❑ OPN ME HNPOW OPENING CON71ROL DE'ACE AFTER OPERATION TO MODEL A l (HOLLY) MODEL Al (HOLLY) RELEASE THE CONTROL DEMCE ALLOWING THE HNDOW TO ..... ...................... FULLY OPEN,SHALL NOT REDUCE THE NET GU=AR OPE INC AREA OF THE KNON UNIT'TO LESS THAN 51 SQUARE FEET. NUMBER 016023 w CD SHEET NUMBER A, UNITS 99 (MODEL Al ) & DUET CLUSTER. ELEVATIONS z w 100 (MODEL Al ) (D w I 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H Z W E a) ro O V _O QJ '" u F_ in ti •^ V 'C N G A �N} A G ~ vyi2Z _ AI-6 AI-b AI-b AI-6 Z U m._ @ i n� LO •- 0) v 52'2" 16'-0' 51 2' C) T� O m � � N 00 DIRECT VENT HEATIN6 EQUIP. ❑ U c') _— p-b' IS'-b' q'-b" 14'-8' I 151-61 12'-b' SHALL BE INSTALLED WITH THE A SI DIRECT VENT HEATING Ed11P. ALI GIEARAWB FROM RE ROTEGTET) � COMBUSTIBLE MATERIALS AS d 6m NA r.I FARANGE APP!IANGES INDICATED ON THE APPLIANCE LABEL 9W-L BE INSTALLED WITH TIE AND IN THE MANUFACTURERS CLEARANCES FROM UNPROTECTED 11-0" 6 INSTALLATION INSTRUGT10N5. GOhEl1r�T1BLE MATERIALS AST 2, I'-0' 5'2' 4'-4'MA. IMATEO ON T1f APPLIANCE LABEL 5'-2' 4'4'M U. 5'2 AND IN THEMARFAGTURERS 6 FDI INSTALLATION INSTRUCTIONS. FDI `Q 41� LL Z O tv \ -�j +4PICAL PORCH 5LAB F_ PG 6A8 3500 0M) ID 2 D REIWORCM WTN 6x6,10/10 KAK '^ FDI yp�0I1 U •TAMP t FII-TO 45%DEN51TY I FDI ;�. Of 10' 10'-8' IS'-10" 8' ` O I o 0 4 HD � _ _ Z TYPICAL PORCH 5LAB II 2x12 FLOOR J015 " fPV — — n r 4'PL.5LA0 MRL 3500 F51 COW a O 0 Ib O.G. (2)2X10 P.T. 2 E6R�5 I FDI RBPPORGEV WITH6x6110/10 WWM. p V 4'WOE JOIST " LFDI I WNDOWI •TAMP t FUl TO gy5 DB151TY SEAT.T.O.SEAT 2'x 10' 13'-0" 10' ' k lJ JELEV=(-)I'-I SLAB` T 2x12 FLOOR JOISTS b O 4 fil8" 15'-10' 1,-0. KII 10'-8' 10" O_ _ — O Ib'OL. __" 4'WOE J015T SEAT. 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I I 0 I6 OL 4' 4 UP 12R g+ 14'-8' 4'-2" I ` I 'OL. _ _ AID/OR NEATNG DUCTS TO BE 10' 11'-10' I'-4' 8'I' _ m — — — — — J MI ATED AS PER N.Ya GORE. _ - - - - - — J ' I I 2x12 FJ L �-?" J 4•WIDE JOIST I \ LE65 X01 EE 6 Wj 41-01 I 0 1 8'PL.FOUNDA110N TA h!HEV.= I' SEAT.rA.SFA r I 4 `� 4 IL I FOUNDATION 411-61 WITH DAMPROOFIN6 ON o'-0' 2x12 Loon JOISTS I 2x FLOOR JOISTS HEY=(-)It-I' — — — — FROM TOP t OM. 1 Q 4 I Ib"x 8'DP P.G.FOOTIN6 � g+ I 1 4" Ib'OL. 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AI$ N ri co N - I I INSUL.(12=10) 8" Il'-0' •4'PL.SLAB MIN 3500 3'-10' S'6" 3'10" 10" • = O • I TOW1RDr GARAGE DOOR I •4'PL.MfMIX WJ I ry UNEXGAVATH7 TYPICAL P� � Q • FARAFF 51 AR I 2*FUW :P WTN 6x6,IOAO HMM. d p 1 TAW t fl TO q5% WI1H TOP OF to •TAW t FU TO 45% 4'WOE JOIST g' I e� 4 I FJ 0 12 OG. p _fl — — — SEAT.TO.SEAT ( P •4'PL.SLAB(MIN.3500 11 GONG) DENSITY - b 8" I p I RBNFORGED WBTN 6x6,10/10 WYLM. FDI 7 8" 20'-1 o" - •TAW t FILL TO q5%DENSITY aJ I p HD ELEV=HI'-I�' •51LOPE GARAGE SLAB DOWN 2' !!p I TOWARDS 6ARA6E DOOR r I 5 v_ 1 I d� © O FDI L I I 6 8" 4'WOE JOIST SEAT TA.SEAT ABAJ ABAB L J I " 20'-10" <r FDI ELLE/=(-)I'-1�' Z Z Z Z Z Z 4 � 0 0 0 0 0 0 O 3 ARAB 5 1 � TF5 Fn - FDI 3 4 FDI I w w w w w w q FDI I � L J ARAB A13 AB 0 ABAB AB• 3 Q Q N to 3 FDI = FRONT WALL o N LINE OF FRONT 6ARA6E WALL 0 UNIT qq FDI 6 I'-8' 8'-0'MA. I'-b' I'-5' 8'-0'M.O. I'-T" I'-T' 8'-0'M.O. I'-5' I'-6' 8'-0'MA. 5-IO' II'-2' 11'-0" II'-0' II'-2" 3'-10" LuZ .l U U 14'-10" h'-2' 22'2• 22'2" h'2' 14-10 Q W w 54'-2" 12'-0'BREEZEWAY '-2" l> O 0 iu 120'-4"OVERALL Z L , CD U) 4 A G I G A W Al-b AIS) AI.I Al-b AI-6 x U F- O C7 H UNIT 99 UNIT 100 � �' � Q z Al (HOLLY)MODEL A1 (HOLLY) MODEL � ... ... ...... ................ .................... : W RED A G, FOUNDATION PLAN FOUNDATION PLAN °SeRr 3/16"=1'-0" 3/16"=1'-0" w Tk r N (n 238tiO ❑ 4F NE.�`t ............. ........................................: JOB BER w2o16023 AB DENOTES: NVAL MWMW MR MANAL-X To It MOM BY Nam RATat 6ETItRAI GONTRAGTORS AND SUBCANTRAGTORS TO REVIEW UET CLUSTER QSHEET NUMBER NOTES HD= HOLD DOWN MULTIPLE LVL 61RDER GONNEGTION5: THE5E CONFRXTTON DOCVMENT5 UPON RECEIPT FROM UNITS 99 (MODELAl )) DIM CL I'DIA ANCHOR Bar LIS®AS Han XHN NOTTE-W .rxa.=SKIL I. ARCHITECT AND REPORT ANY AND ALL 015GREPAW IE5 - ALL CONSTRUCOON SEWN COMPLY WITH THE 2020 E(:CCNYS SEE DETAIL'D/21'SHEET D 1 0 COMPLY W MANIAC 5' FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT INCLUDING ANY DIMENSIONAL COWLIGT5,IMMEDIATELY TO Z HD DENOTE5: •MEET SIzNG "WAT i GOOLNB EGU tM SIZE S4LL NOT MEW LIMITATIOW TOGETHER l^l/ i/2" BOLTS® 2'-0" OL.,2" MIN, F01I)EXX PROVISIONS 51MP5a1 HDU HOLD DOWNS W/04)# SD5 SCREWS •MANaAL s'ANO,�N 'v'corlPl ma C132TIRCATE SHW.L BE SUBMITTED BEFORE Cao�. AB=ANG IOR BATS e AROHITEGT FOR CORRECTIVE MEA5URES PRIOR TO C7 SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 -N 1104.1 5EE DETAIL'lq'/5HEET DI MANML"I HJAL LOAD GALaI AnaNS PRAVIDED BY NR5 RATER. 6ARA5E 51MP50N FROM TOP BOTTOM, MIN. 4" FROM ENDS C.ON5TRUGTION.DO NOT 5GALE DRAWIN65.DIMENSION5 SHALL 100 (MODEL Al ) FOUNDATION PLAN U) A2 STRONG WALLS BE GALGULATID AND NEVER SCALED UNLESS OTHERWISE NOTED. Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- W Z c , W 1�1 E 16'-0" 52 2' 2 o U D-_4" 15'-8" 4'b" 14'-8' 14'-8" 4'-6' 15'-8" 12'-4" N O 0 b'2' 7'-10' 7'-10' 4'-b' T-4' T-4' T-4' T-4 4'-6" 5'-0' 7'-10' T'-10" 6'2" 6'--2' Z z U 11'4• n'-8' IT-8" II'4" O 4--d :3 .N A G G A ■� N �a AI-6 AI-6 ;+-� N >- Alii AI 6 l0'5QUARE HBt6 PERMA CAST 10"5QUARE H 546 PERMA GAS I COLUMN 046382 W/SGIUARE Z i au)•- w U � co:n COLUMN 046382 W/SQUARE AI.I FLAT GAP t BASE(OR EGVAU O Q x c co FLAT CAP CORNER COLUMN TO BE 6x6 •T• 523/6 POST ❑ 1� BASE(OR EMAIL) bxb P.T.POST WITH -CORNER C.OL.IIMN TO BE _ PROVIDED W/SPLIT KIT SIMP.�ON BG523/6 T PROVIDED W/SPLIT KIT � � GAP ANCHOR E Sb POST50N GAP ANCHOR E 51 19 12 (3) 16 TR HP HT (4)2X6 19 P05T BASE"- ABU6b POST BASE U DI LINE OF SECOND ALL ) _ _ (3) P.T�6IRDFR SET TOP -DES 0 to M DI O) DH P05T DI F ) FLOOR ABOVE — — — — — — — — — (3)2X8 P.T.61 SET TOP — a - - - - - - - - - - — ET (412X6 = HHD L_ — Jl- ° — �I I HD #-2 2 IP HT P05T f3) 1b TR 9 I I I ) 12 M LINE OF 5FLOWY FLOOR ABOVE I VALL CELIN6 19 4'- Ib HT 12 2-19) 5 Y4'x 14'LVL DR 2 12'PT.5 .e Ib'OL. 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BORED UNLE55 ANDERSEN 200 SERIES ALL APPLICABLE GODE5 AND TO T06ETHER W/ 1/2 BOLT5® 2-0 OL.,2 MIN, C0 CARBON �� IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE IN THE IMMEDIATE VICINITY OF F,�PREVER"�5 TWAT COMPLY NTH ASTH F 2090 O SPECIFIED'BY THE REPORT ANY 0I5GREPENCIE5 AND CONFLICTS p=TEMPERED FROM TOP 4 BOTTOM, 4 MIN. 4' FROM EN05 DETECTOR MEA5URE5 PRIOR TO CONSTRUCTION.DO NOT 50ALE BEDROOMS,ON THE LAME5T FLOOR ME WINDOW OPBJIN6 CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE AUAWINS U) MANUFACTURER PER TO THE ARCHITEGT PRIOR TO STAIR FABRICATION. 6LAZIN6 DRAWIN65.DIMEN5ION5 SHALL BE CALCULATED AND LEVE GONTAUUN6 BEDROOM. THE MUNDOW TO RUY OPEK SHALL NOT REDIIC.E TIE NET GLEAR OPENING AREA OF THE MUNDOW UNIT TO W A4 GORE SMOKE DETECTOR NEVER 5GALED UNLESS OTHERK15E NOTED. LE%THAN 5.1 SWAM FEET. � COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED rA ^ , ZC ' w1'x"1 ;` U U O Z VO � o rn ca � � . 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Q`s DIA LA&BOLTS- HN OLTS c� C� MIN(b)PER GOHflEGT10N OF W SAi ROOF RAFTER t GEL J015T Crop t BOTTOM) U N 22'x 12�L JOISTS �"9 D 851 y o� 2'x 10'ROOF RAFTER ❑ NE 016'OG ................ ....................................... 4 JOB SjPLAN VIEW w 26023 ALL 6R5 LEADEI?5 U) UNITS 9 9 (MODEL Al ) 8� DUET CLUSTERSHEET NUMBER ALL GUTTERS d LEADERS SHALL BE BAKED WHITE ALUMINUM .032 _ :, INSTALL ICE AND WATER SHIELD PER MIN.6A 16E,6UTTER5 SHALL BE 5"5EAMLE55,O.G.5TYLE W/ALL RELATED dREQUIRED ACCESSORIES. LEADERS SHALL BE MIN. a:€»::::: AREA of orrE RooF Z DETAIL OF ROOF RAFTERS TO 'x3', " MANUFACTURES SPECIFICATIONS TO BUILT ANOTIHER 2 2 A2, 6AUGE W/CLIPS ANCHORS. CAULK d SEAL ALL MAINTAIN PRODUCT WARRANTY O HIGH CEILING JOIST CONNECTION JOINTS. PITCH 6UTTER5 MIN. I/8"/FT.PROVIDE P.V.G.RECEPTORS 100 (MODEL Al ) ROOF PLAN W NTS. A- 5 , 8 ABOVE 6RADE TO RECEIVE LEADERS(CLOSED GAP DE516W. 0 COPYRIGHT GRCH ARCHITECTURE P'.C. 2017: ALL RIGHTS RESERVED