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HomeMy WebLinkAbout45570-Z �o�StlFFOIKcoG� Town of Southold 11/10/2021 y� P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42518 Date: 11/10/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 60 Millstone Ln Unit 30, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/1/2020 pursuant to which Building Permit No. 45570 dated 12/14/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered porch, screened porch and attached two carag_rage as applied for. (Unit#30) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-17-0084 10/4/2021 ELECTRICAL CERTIFICATE NO. 45570 11/5/2021 PLUMBERS CERTIFICATION DATED 10/8/2021 All §VffolTNlunping Contra t r Inc. \'�* Akj Auto ed i nature o�SUFEo TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45570 Date: 12/14/2020 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#30, B-1 model) At premises located at: 60 Millstone Ln Unit 30, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-4 Pursuant to application dated 12/1/2020 and approved by the Building Inspector. To expire on 6/15/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,704.80 CO -NEW DWELLING $50.00 Total: $1,754.80 Buil Ins or 'N y. i Si' ti Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of l%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: L Accurate survey of Property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees L Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: � House No. Street Owner or Owners of Property: �L�YiO✓- ` Hamlet Suffolk County Tax Map No 1000, Section - ® Block Oct -Lot_ C"obi i"�n "v®�t�,I�, � C• - -- 4"�—" Filed Map. 7 Lot: . �_ ��� Permit No. Date of Permit. "`-- Applicant: !�'t0// Health Dept. Approval: eR — 1 1; 11 Underwriters Approval: Planning Board Approval: Q4 /'! Request for: "Temporary Certifi ate Final Certificate:ALApplZ19nt ne) Fee Submitted:$ gto > 4, CONSENT TO INSPECTION the undersigned,do(es)hereby state: Owner(s)Name(s) That the u=ZO d(is) (are)the owner(s)of the premises i e T w of Southold,located 4%W';- re' which is qhown and designated on the Suffolk County Tax Map as District 1000, Section �,Z,o 1 ,Block (� ,Lot That the undersigned(has) (have)filed, or cause to be filed,an application in the Southold Town Building Inspe tor's Office for the f llowing,, �'Gtd ✓ V D That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: L U 4aturei r t N e) ( (Signature) (Print Name) ®�oF soU�y®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devline-town.southold.nv.us Southold,NY 11971-0959 cou 9� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 60 Millstone Ln Unit 30 City,Cutchogue st: NY zip: 11935 Building Permit# 45570 section: 102.1 Block: 2 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: '3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 39 Ceiling Fixtures 20 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 2 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 35 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO 3 Transformer UC Lights 4' Dryer Recpt Emergency FixturesTime Clocks Disconnect 1 Switches 39 4'LED Exit Fixtures Pump Other Equipment. Fridge, Oven, DW, Micro, W/D, 150A Panel 30 Circuit/24 Used Notes: New One Story Inspector Signature: Date: November 5, 2021 S.Devlin-Cert Electrical Compliance Form r._Na Town Hall Anne: i{ Tele hone(631)765-1302 54375 Main Road ` [1 4 °#; r `" i i an(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPART-W–EN T —OD.-.-- B,Lllldi11g E'slit 1=I0. it -mcr: lUV1� (t l-ease priY?%) _a J x lease priizi; ! cent v that the solder used in the seater supply system contains less than 2/10 Oi 1% Signa-Lure) — .A orn z0 tforr:-,me this ANNA FIORITA Notary Public,�cztate Of New York Reg No.01FIt336836G Qualified in 8,�f,"alk County INTol.ary public, _S&--14 CALI1711' Commission E ire, o_ J o�a�f SO//ryo un t-t', # # TOWN OF SOUTHOLD BUILDING DEPT. • .moo �y 765-1802 INSPECTION [V] UNDATION 1 STA- [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: on &v v av o O A,�-X/o/ DATE INSPECTOR pF SOUIyo� �11•� �O TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, ' 765-1802 INSPECrON - [ ] FOUNDATION 1ST [ ROUGH PL13G.- [ KI- CUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPIN [ ] FINAL [- ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]' FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Own& k' Clw DATE INSPECTOR o���f soUlyo �[ 0 TOWN OF SOUTHOW BUILDING DEPT. 765-1802 INSPECTION [ ]"FOUNDATION IST [ ] ROUGH PLBG. [` ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]'FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION t riELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) l CODE VIOLATION [ ] PRE'C/O REMARKS: o DATE INSPECTOR r , D �.OPSOUIy� # # TOWN OF SOUTHOLD BUILDING DEPT. - ����coutm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] "I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VlOkATION [ ] PRE C/O REMARKS: FLAO(z Pro/ WMAZA�r 6"A J yWVAWJ DATEI ( t INSPECTOR L/ pF 50l/Tyo� 9 ,55-70 # # TOWN OF SOUTHOLD BUILDING D PT.. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING , [ ] FRAMING/STRAPPING [ ] FINAL `_[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE C/O REMARKS: \t v F1 DATE ' INSPECTOR - f° f41 v:' K+ � 4 .. .. _- .. w �. _•... ate''. '.. it J t r y � , .,,..�+���,� sem,... j. � " 'V.1✓"4 • �bdL ...sem* �„�[��� .ft,T � _ - .rjt r'f�"",Y�-+'�..:.�1 d' J ::4� sr ;`,.M,e+�- ,•!Ii:��Ri. il � un } - : • i.`� �-. 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Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit No. 301 Permit No. 45570 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code qPripa t. Ily submitted, ED ARC oaf-RT cyF y�jF C,A veny, AIA, LEED AP '9 02381' Q T�OF NE�y GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (639)864-3895 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms, Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximurn thickness 3 X" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/ Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with respectfu 8 . �ly�submi ed, D AR ,� RE • ti cy CDSRT cy Glen Cherve y i IA, Li AP c' Principal , 1— OF NES AMEnECINAFAICAL COnPORAVIOW 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, i Louis DeSantis President 20 Feldiand Street, Bohemia. NY 11716 0 (631) 563-1298 ^ Fax: (631) 563-2954 Home Energy Rating Certificate Property HERS 60 Millstone Lane Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Point Rating Date: 2021-10-29 Rating Number: 2019 60 Millstone Ln Registry ID: 313061533 Cutchogue , NY 11935 Estimated Annual Energy Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 50.3 Use MMBtu Cost ost$99 a% General Information Cooling 0.8 $45 3% Conditioned Area 3214 sq. ft. House Type Townhouse, end unit Hot Water 11.0 $12 1% Conditioned Volume 30910 cubic ft. Foundation Conditioned basement Lights/Appliances 21.5 $1025 79% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $120 9% Mechanical Systems Features Total 83.5 $1301 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 25.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 141 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.290 Above Grade Walls R-21.0 Infiltration Rate 1134 CFM50(2.20 ACH50) Foundation Watts R-13.0 Method Blower door Michael Faua 1,134CFM x 60 = 68,040/30)91 OFT^3 = 2.20ACH@ 50Pa Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.94 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2021 Combustion Safety Testing Form Certified Home Address: 60 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement (Use additional forms rf more than one CAZ or if hone has multiple heating systems or water heaters) Date of Test: 2021-10-29 Outdoors Temp During Test: 66 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Tvpe: Furnace 0 Boiler❑Heat Pump Q Other❑ t z Venting Type 3 DraftS In/lake Sip I1aQe CO CO Efficiency Fue/Tvpe Circle Type) Pascal (Worst Case (Natural) orst Case atuial Rating:95.0 N_❑✓ PQODED N❑,,❑MCS NSA Pa. Pass❑✓ Fail❑_ PassP]Fai10 N/A PPM NIA PPM Water Heater' Primary: Yes ❑✓ Tvve: Standard Tank ✓aIndirect Tankless ❑ Size: 75.0 Style Common Vent El No Il Instantaneous[�Commercial (SeeNote56e/ow) (Gallons) ' Stand Alone ❑✓ Efficiency Fuel Tvpe S 2 Venting Tvpe 3 Drat Spillage llake Spil/age(Natural) CO CO (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natwal) EF: 0.95 NZPEIOaE❑ N❑MQSQ✓ N/A Pa. Pass❑✓ Fail[I PassOFailf] N/A PPM N/A PPM Oven, Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ Oven CO 2 PPM I Ambient CO(During Oven CO Testing) 0 PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft 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. { Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2021-11-01 Manual S Compliance Report Job: - - wrightsoft' Date: Oct 18th 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r delfino@energylestingservices com Project • • For: 60 Millstone Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB* 83.0°F Sensible gain* 14365 Btuh Entering coil DB: 75 7°F Outdoor design WB 71.0'F Latent gain 2523 Btuh Entering coil WB 63.3°F Indoor design DB 75.0°F Total gain 16888 Btuh Indoor RH 50% Estimated airflow 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type Split AC Manufacturer Generic Model. SEER 16 Actual airflow: 700 cfm Sensible capacity 14700 Btuh 102% of load Latent capacity: 6300 Btuh 250% of load Total capacity. 21000 Btuh 124% of load SHR 70% Heating Equipment Design Conditions Outdoor design DB: 10.0'F Heat loss: 29798 Btuh Entering coil DB 63.3'F Indoor design DB 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type, Gas furnace Manufacturer Generic Model- AFUE 92 Actual airflow 700 cfm Output capacity. 36800 Btuh 123% of load Temp. rise- 0 °F Meets all requirements ofACCA Manual S. -14k2021-10-18 14 37 57 1 WI'ightsOft" R. ht-Suite®Universal 2018 18 0 32 RSU20066 s ,tr'A�"A 'i`.'°^^•".�-^.,��r^� 9 Pae 1 XCK mor Model B1 MAN JSD%Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W Residential Plans Examiner Review • Form rm ACCK. (Loads, 15 Mar 09 prCaaradeCadabs7armV� Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes 7 No Mechanical license or MJ1AE Form*(and supporting worksheets) Yes F� No OEM performance data(heating,cooling,blower) Yes EJ No Building plan# Manual D Friction Rate Worksheet Yes E:] No Duct distribution sketch Yes E:] No F] Home address(Street or Lot#,Block,Subdivision) 60 Millstone Lane, Entire House HVAC • • ■ CALCULATION .1 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 *F Orientation Front Door faces West Indoor temperature 68 *F North,East,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss 29798 Btuh Number of bedrooms- 2 Conditioned floor area 3318 ff' Summer Design Conditions Number of occupants 3 Outdoor temperature S3 *F Indoor temperature 75 *F Windows RJhWndow Grains difference. 30 gr/Ib @50% RH Eave overhang depth, 100 ft Sensible heat gain 16324 Btuh Internal shade none EO Latent heat gain 2867 Btuh Blinds,drapes,etc. D Total heat gain 19190 Btuh Number of skylights 0 HVAC EQUIPMENT • ,1 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace E%ipment type SplitAC Heating cfm 700 umace,Heat pump,Boiler,etc, it Conditioner,Heat pump,etc. Cooling cfm' 7OO Model Generic Model Generic Static pressure 0 60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity 36800 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at wmterdesign outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM ■ 61 Design airflow. 700 cfm Longest supply duct 200 ft Duct Materials Used Equipment design ESP 0 60 in H2O Longest return duct 171 ft Trunk duct Sheet metal Total device pressure losses -0,6 in H2O Total effective length(TEL): 371 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct Round flex metal Friction Rate=ASP+(TELx 100) declare the load calculation,equipment,equipment sel- . . duct design - rigorously performed based on the:building plan listed above. understand the claims made on these forms will be subject to review Contractor's printed name Contractor's signature, Date Reserved for County,Town Municipality ol-Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -F�I-wrightsoft" .rN..,�.�M,.—rc...... Right-Suite®Universal 2018 18 0 32 RSU20066 Load Short FJob: -�- wrightsoft° Form Date: Oct 18th 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingserwces com Project • • For 60 Millstone Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/983 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 °F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bed 2 205 1594 1311 43 66 Bath 2 47 0 0 0 0 Laundry 46 310 524 8 26 Lav 27 287 31 8 2 Stair 2 43 307 51 8 3 M bath 109 1805 538 48 27 M bed 417 5429 2576 145 130 CL 10 0 0 0 0 Foyer 75 1020 323 27 16 Mud 44 436 140 12 7 Kitchen 145 219 1676 6 85 Breakfast 95 1585 1833 42 92 Living 216 4332 2478 115 125 Great room 180 1897 1614 51 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 411"l-wrightsoft9 2021-10-18 14 37 57 Right-Suite®Universal 2018 18 0 32 RSU20065 Page 1 ACCN mor Model B1 MAN JSD\Rtmor Model B1 MAN JSD rup Calc=MJB Front Door faces W Stair 0 43 246 12 7 1 Bsmnt 1616 6787 768 181 39 Entire House 3318 26254 13876 700 700 Other equip loads 3544 489 Equip. @ 0.88 RSM 12641 Latent cooling 2523 TOTALS 3318 29798 15164 700 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft® 2021-10-18 14 37 57 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 XCK mor Model 131 MAN JSD%Rimor Model 131 MAN JSD rup Calc=MJB Front Door faces W - Pro ect Summary Job: wri9htsoftm Date: oct 18th 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r.b delfino@energytestingservices com Project • • For 60 Millstone Lane, Cutchogue, NY 11935 Notes Design Informati0h Weather Suffolk Co AID, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 26254 Btuh Structure 13876 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3544 Btuh Central vent(56 cfm) 489 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29798 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 12641 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF 50 Pa/983 cfm Structure 1376 Btuh Ducts 0 Btuh Central vent(56 cfm) 1147 Btuh Heating Cooling Outside air Area(ft') 3318 3318 Equipment latent load 2523 Btuh Volume(fta) 19660 19660 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 15164 Btuh Equiv.AVF(cfm) 83 38 Req total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12 8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 °F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -wriyFlLSoft" 2021-10-18 14 37 57 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 !'�� mor Model B1 MAN JSD\Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W N Level 2 &150 cfm 111 cfm K79 cfm Living Breakfast Bed 2 adiab K98 cfm Great room 7��— Kitchen I �I 7 3 cfm K101 cfm Bath 2 1\33 cfmMud HCL �1 aundryFoyer K32 cf v 9 dm Broan Exhaust Stair 2 Fan Model L150 �10 drr 56 CFM Energy Star Continous User Timer TRI'l bath Garage M bed Job#: Energy Testing Services LLC Scale: 1 : 97 Performed by Energy Testing Services... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 60 Millstone Lane(Inkberry) Bohemia,NY 11716 18 0 32 RSU20066 Cutchogue,NY 11935 Phone 631-244-2627 2021-10-18 14 38.09 r b demo@energytestingservices.com N JSD\Rimor Model 131 MAN JSD. V N Level 1 10x16 217drn it 1 z25 dm adiaba 0 14 26" 26..1 Bsmnt 26x16 Makeup air 56 CFM Skutlle Model 2161 12x16 Stair 0 4 8 cfm 1 Job#: Energy Testing Services LLC Scale: 1 : 97 Performed by Energy Testing Services... Page 2 1648-A Locust Ave Right-Suite®Universal 2018 60 Millstone Lane(Inkberry) Bohemia,NY 11716 18 0.32 RSU20066 Cutchogue,NY 11935 Phone 631-244-2627 2021-10-18 14.38 09 r.b.delfino@energytestingservices com ...N JSD\Rimor Model B1 MAN JSD.. Duct System Summary Job: - - wrightsofto Date: Oct 18th 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r delfino@energytestingservices com Project • • For 60 Millstone Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 In H2O Pressure losses 0.59 in H2O 0.59 In H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.005/0.005 In H2O 0.005/0.005 In H2O Lowest friction rate 0 003 in/100ft 0.003 in/100ft Actual air flow 700 cfm 700 cfm Total effective length (TEL) 371 ft Supply Branch DetailTable Design Htg Clg Design Dlam H x W Duct Actual Ftg Eqv Name (Btuh) (cfm) (cfm) FR (In) (in) Matl Ln (ft) Ln (ft) Trunk Bed 2 c 1311 51 79 0.003 8.0 Ox 0 MtFx 42.3 140.0 st2 Breakfast c 1833 51 111 0.003 10.0 Ox 0 MtFx 34.0 1600 st2A Bsmnt h 6787 217 46 0.003 140 Ox 0 MtFx 32.0 130.0 st2 Foyer h 1020 33 20 0.003 5.0 Ox 0 MtFx 9.3 165.0 st2 Great room c 1614 61 98 0.003 90 OX 0 MtFx 17.5 150.0 st2 Kitchen e 1676 7 101 0.003 9.0 OX 0 MtFx 17.3 160.0 st2 Laundry c 524 10 32 0 003 5.0 OX 0 MtFx 25.0 1750 st1 Lav h 287 9 2 0.003 4.0 Ox 0 MtFx 15.0 165.0 st1 Living c 2478 139 150 0.003 100 OX 0 MtFx 30.5 150.0 st2A M bath h 1805 58 33 0.003 7.0 OX 0 MtFx 21.3 140.0 st1 M bed h 5429 174 156 0.003 120 Ox 0 MtFx 30.3 130.0 SO Mud h 436 14 9 0.003 4.0 Ox 0 MtFx 18.8 175.0 st2 Stair o h 246 8 1 0 003 4.0 Ox 0 MtFx 150 1500 st1 Stair 2 h 307 10 3 0.003 4.0 Ox 0 MtFx 11.5 160.0 st1 SupplyV- Table ' Trunk Htg Clg Design Veloc Dlam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 189 261 0.003 235 17.1 16 x 10 ShtMetl st2 st2 Peak AVF 572 614 0.003 213 23.6 16 x 26 ShtMetl st1 Peak AVF 268 226 0.003 201 174 16 x 12 ShtMetl Bold/italic values have been manually overridden wrightsoft" 2021-10-18 14 37 57 Ak .W,.,.,e.,.,�ti.,,.,,,,,,,�..,- Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 mor Model 81 MAN JSD\Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(In) Matl Trunk rb2 Ox 0 615 793 1705 0 003 215 26.0 Ox 0 MtFx rt1 rb3 Ox 0 225 47 1383 0 003 210 140 Ox 0 MtFx rt1A Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 225 47 0 003 210 140 0 x 0 ShtMetl rt1 rt1 Peak AVF 840 840 0.003 228 26.0 0 x 0 ShtMetl -�-wrightsoft- 2021-10-18 14 37 57 .w.• Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 �tv mor Model B1 MAN JSD\Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W GRCH ARCHITECTURE PC 37$0 EXPRESS DRIVE SOUTH ry SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 April 26, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#30— Permit#45570 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. � h'C Respectfu ly submitted, � aF-D A \� �aSRT �y C �y CA Glen herveny,AIA, LEED AP Prin ipal (P '9 02381' T�OF NE�`l OFFICE LOCATION: AL41LJNG ADDRESS: Town Hall AnnexP.O.Box 1179 54375 State Route 25 �� ��� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone-631765-1938 Southold,NY 3 ` wvaw.soiatholdtowainy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 30, 2021 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re:. Site Plan Inspection, Certificates of Occupancy Units 27-30, 39, 40, 43-46, 111-114 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units## 27-30, 39, 40, 43-46, and 111-114 of the above-referenced Residential Site Plan, with exception of supplemental evergreen plantings required behind units 45 and 46, have been completed based on the site inspection made on September 21, 2021. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26;2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these fourteen (14) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer MICHAEL M. COLLINS9 F.E. SCOTT A. RUSSELL, SUPERVISOR ;' � � � TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,5—9015 NEW YORK 11971 :, Tel (631)-765-1560 `< � � .� '� k: Fax. (631)-76 'y ` 11[l'11:0F1-CCi1 1,1' S_ 'c]tE*i COt l rl l{CLQ 111'[;S OFFICE OF THE ENGINEER TOWN OFSOUTHOLD Brian Cummings September 13, 2021 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 29, 30, 111, 112, 113 & 114 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side lawn areas of units 111, 112, 113 & 114. The rear areas have not achieved final stabilization but have been graded and should be fully stabilized within two weeks. I also inspected units 29 & 30 and determined that the developer has not achieved final stabilization of the lawn areas but these have been graded and should be fully stabilized within two weeks. Additionally,the driveways of units 29 & 30 have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these six(6) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, 4co vll-� Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector IN 11111 o -soff ® "ll. FOUNDATION (1ST). FOUNDATION(ZND.) m WA uow ROUGH FRAMING& , PLUMBING STATE ENER CODE MCI, A IMINS OEM, EWE rZ ` - • D i G g �3 9. .X%f TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 htti)s://www.southoldto3 =..Rov For Office Use Only at 17ei ed PERMIT NO. < v D Building Inspector: LJR6 LD) Applications and forms must be filled out in their entirety.Incomplete applications DEC 202 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. D PE, Date: ,APPLIC4TION-FOR BUM fN RMM OWNER(S)OF PROPERTY:— , Name: Rimor Development Tax Map#:SCTM#1000- 10201 - 02- Do_ Physical Address: _ -f\t -C (fo Phone#: 631-678-2667 Email: maii:a65@gmail.com Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: POBox 9O8 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmaii.com DESIGN'PROFESSIONAL-INFORMATION: Name:GRCH Architecture Mailing Address: 3760 Express Dr.South Isidndia, NY 11749 Phone#: 631-864-3395 CONTRACTOR INFORMATION: Name:Rimor Development Mailing Address: POBox 9O8 Cutchogue, NY 11935 Phone#: 631-678-2667Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION 2NewStructure DAddition DAlteration ORepair ElDemolition Estimated Cost of Project: Dother $ QqD1 nn Will the lot be re-graded? OYes El No Will excess fill be removed from premises? E]Yes 2No PROPERTYINFORMAtibW Existing use of property: intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? 2Yes ❑No IF YES, PROVIDE A COPY. 2 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant too 210.45 of the New York State Penal Law. Application Submitted By(print name . enry Ali 4ZAuthorized Agent ❑Owner Signature of Applicant: Date: d 2 3 �p STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alla 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 ad n day of /U WILNO-U—t- ,20� SHERRY PIRONE NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORI ZATS istration No. 01PI6388308 (Where the applicant is not the wner)Qualified in Suffolk County { 'Commission Expires March 04, 2023 I, residing at do hereby authorize 7 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 Ftl ., - BUILDING DEPARTMENT-Eleirire �trical Inspector D t W J TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 T" Iephone (631) 765-1802 - FAX (631) 765-9502 - rog_errC& outholdtownny.aov — sea ndCM-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: a Company Name: Name: mk t. License No.: 2rJ C)o i � em ii: jrn cC Address: Phone No.: 15 1 '5lv JOB SITE INFORMATION (All Information Required Name: Address: ; ne 4-4 O Cross Street: Phone No.: -1 - c 3i BIdg.Permit#: 0 email: , j{r 1 narA CO Tax Map District: 1000 Section: JCQ, 01 Block: . u� Lo BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: ?• YES NO Rough In �� t^, Final Is fob ready for inspection?:. Do you need a Temp Certificate?: ES O Issued On Termatlon: (Ail information required) Service Siz 1 Ph 3 Ph Size: Service #Meters Old Meter# Cewerv�- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground -Overhead # Underground Lateralso 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION[ Request for Inspection Fonn.xis PERMIT# Address: Switches --0 utlets - -------- -- - --- - --- GFI's R Surface D Sconces H H's UC Lts LAI Fans Fridge HW e Exhaust Oven W/D,4 i-va- Smokes DW Mini Carbo rf Micro I Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: '10 Comments ; i . i �S�}FI04 1 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town'Hall Annex - 54375 Main Road - PO Box 1179 PT — c^uthold-New-Y-or-k 1-19-7-1-0959 ------- ,,9 Telephone,(631) 765-1802 - FAX (631) 765-9502 V rogerr(cbsoutholdtownny.gov - seand(@southoldtownny.gov i ' I APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: I Company Name: Electrician's Name: j License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: I JOB SITE INFORMATION (All Information Required) Name: Address: Q Cross Street: i Phone No.: Bldg.Perrnit#: email: Tax Map District: 11000 Section: Block: Lot: BRIEF DESCRIPTION!OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: 'C Is job ready forlinspection?: F] YES ❑ NO F-]Rough In Final Do you need a iTemp;Certificate?: ❑ YES ❑ NO Issued On I Temp Information: (All information required) Service"Size❑1 PhF]3 Ph Size: A # Meters Old Meter# ❑New Servicel❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground �aterals I 1 2 H Frame D Pole Work done on Service? Y N Additional Information: r PAYMENT DUE WITH APPLICATION " I • 4St1FF0(,Yc r Town Hall Annex 54375 Main Road y� I Telephone(631)765-1802 P. O. Box 1179 Fax(631) 765-9502 Southold, NY 11971-0959 BUILDING DEPARTMENT - r NOTICE OF UTILIZATION OF TRUSS.TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AN\1DIOR T'IMBYER CONSTRUCTION Date: Owner: 1(`n _ �)D')Lt__4 _.L1 Liu. Location.of Property: +C Q Please to notice that the{check applicable lin_e): " New commerc' ia(•or re5tcfenttal,-structure :�,:' • :a-,Addition to exisfi`rig cotnrnercia6or residential strueturc' " RehabilitatiAn.to:.Pn existir q m.mercial or residential structure to be constrdbte�'br perfoft ied-atthe subjecfpIroperty referenceabove will-utilise (check appl' ap".1ine): Tru ss_type.construction TTQC)D_� _ Pre-engineeC�cl wood construction (PW)� - Timber consti_ictiob`t _ * : . in the following location(s) (check applidabie,line):•- Floor Framing, including gird and beams (F) Roof framing (R) Floor and roof.framing (F- Signature: Name (person submitting this form): _ Cl Capacity (check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1%2015 �t! ••_Lar��rr'.^'yl.'�' �e�; 'r�rtt�„F w� rrA MINOR, •.:L''tQttrt �`�,_.r�'3��,� ry. 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SECTION 1 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- Tax Map No • 1000 District Section Block Z Lot Name of Current Applicant: Rimor Development LLC Tel#: (631) 735-9200 Mailing Address: PO Box 908, Cutehogue, IVY 11935 Email Address:leamalia65@gmail.com Name of Current Agent:Henry Alia TeI#: (631) 678-2667 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 "If more than 6 years old and SCDHS site inspections have not been SECTION 2w application will be FOIL;TRANSFERS WITH PREVIOUS A PI,ICANT/AGENT PERMISSION uired 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: SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Date: 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,[/J{]RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. J hereby certify that I have examined-this,complete application and the statements therein are true and correct,and that all ;v sh be done' accordaneE�witti all"applicable Town,County,State and Federal Laws. "Any false statement made herein is u i ab as a misneanor pursuant to 5210.45 of New York State Penal Law." Signature of Current App ' t/ gent Date 11 Print Name of Current Ap�lican /Agen Title n Alia' `� Agent/Project Manager anag PARTMENT USE ONLY Permit is Transferre de enew l Unti �� Number of Bedrooms Approved AVA Signature of Department Representative , Date d® ty--e® WWM-104(Rev. 02/12) low ori OR ,T-5; "till R.5 L14 . "IPE SHALL BE 15" CPP WITH A SLOPE Oh U% ® STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS FOLLOW UNLESS OTHERWISE NOTED: • OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED IECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. �-s ® BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT 3E C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1". ® COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT NIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' VER/DRAINAGE LINES. v BLOCKING: ALL TEES, BENDS, PLUGS AND. HYDRANTS SHALL. BE NIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED IILL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. NIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: :RVICES TO BE INSTALLED BY PSE&G AND OAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ON FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. a DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN /DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST 'ARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, L ONTRACTOR SHALL ENSURE ALL CROSSING e BACTERIOLOGICAL 'TESTING: BACTERIOLOGICAL ANALYSES OF WATER DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. NSTALLED UNDERGROUND. L Habitable Garage Area nit Numbers Area (SF) (SF) Total (SF) S Pointe '-["- 77-124 1,999 486 2,485 u c 3,8,3.0,12,14, .,23,26,27,29, Cutchogue, New York 33,36,39,41,45 1,599 363 1,962 Tobin 'of Southold $7,49,50,52,54, i8, 59,68, 72, 76 No RoWsion � Date Appvd, ,5,6,9,11,13, 13 TOWN/SCDHSREVISIONS 7/28/17 AVL r 19,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL !.8,30,32,35,38, 11599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL 42,44,48,51,53, 10,610 REVISED PHASING PIAN PER TOWN' 4/6117 AVL ,64;66;70,--__ .__.___. _ _----___-- _ - -73;7.4;75 - — - - --- _ --- 9- T -TOMaevEsioris _ -= - -- 312762 =AyL-- 7,34,37,43!55, 8 SCDH REVISIONS 3/9/17 AVL 63 65 67 69 71 1599 380 1 979 hoed aye a ;,;^s,P.. :r4 >,;: r ,;t• .Chgctiottby�, :: C�-�i�i;<7+!`•i3 +�'�t^,'�li,�.?f=>�b�r� �•{„ta'�.'``.F,'`{',-•.5,..,..,KciS".Yt;;`rr%yr'i";"^'Sii i`�2c)r".c 1.j\^;? F... 15,16,17,18 1,999' 408 2,407 Issued for Doto' - July 10, 2015 N/A 6,188 NIA 6,188 SUo luvu-102-01-33.3 l•..z3Mram+Y rass,ms+Ma•.vsrmnnn.+inMc+nn O.m•.�.c.vs•mrsA YamE�atKJrm--"---' .[s.u.�xiwor•�T�Wi:1 q • g�p� a��t�^�,� @ ,p�pp p� 9 g R g,�4 t��9pa� t1pgR,{AI5 W .s �3UrFQIrtK 2d0UNTV EPI A f UFNT+.7''� 1-11R. , H Rc"'tf,'6"b rJdi.+ I;Tamar PanPmC23VAL a a w jo , p� —12 , browing Number y P-02 MAXIMUM OF"h�1 J,.. 0 C-13Roam0 II +aai^..tC'3t"'F'.�"n n N•naw �ri 7a n n.c++�• r^ a r 1 C &t_ }@P'{&Le3 d rm I• mI Sheet of fi•n�`',~ Ir' 9 � tJt QI10/ G-• , A Project Number 29305.00 SC ABS Reference Clu U&w®1 I _ , W C O CCj T - C) I I 0' v N p II O Nps WOo vV OW / CA N 000 n - M - O II 7 (0Z co y Po N W O 01 4 N W C31 O Z X w w OC OD w C_ OO COD � (Z W r II 0? C M IT! C � O p t— 17 (s w r �1 p N CSOO s OD -� r �1 00 N � - -4 N � W _j O' W � CO � O - P C � N w� cn W O C (0 V7 0 � 00 � C O MILLSTONE LANE �. P01141S SUB PAVEMENT GRIFFING S49- STREET --�� 238.82 S 38°24j18"W S 38024'18"W 403.95' 48.07' CA 3 lS a � � rs 95.00' .i0 o B.B CURB w 1 C7 S37004'40"E Od -h °2: r I W r— Z74: 17.0' �O —� V 9.1' 0 4.0'W O O cinI C° ONLY Z rs D ION=35.71 3.2' m O O o � —ni -r7 C 5.2' ts' :Z4 UNIT 29 UNIT 30 A I fn I V I rn20' I 2.0'N �! I 22.5' 2.0' LO'269.77' (ACTUAL) ia. °° 10.01 rS37°04'40"E 16.1' NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURESTO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USEAND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION 12-19-2018 FOUNDATION LOCATION IT IS A VIOLATION OF NEWYORK STATE EDUCATION LAW ARTICLE 145, it `\1111TII11 /� FOUNDATION AS-CONSTRUCTED SURVEY FOR PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209.FOR ANY I ��`�Of o NEW'/.,/// UNITS 29-30 UNIT DESIGNATION MAP O F PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFAUCENSENSED I �� !' PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF ���`�� °°°pAdID°A°v0/ � HARVEST POINTE CONDOMINIUM 1 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE `/� o° ,[. ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND ` THE NOTATION'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH m I ° / �9e° e FILE NO.:490 FILED September 28, 2020 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 3 _ m SITUATED AT COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS BLUE INKED °� e C UTCHOG U E SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY m TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTSm C° o e°®a S.0 T.M.DISTRICT 1000,SECTION 102 01,BLOCK 0200,LOTS 3&4 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE �i o //,'���� CONDITIONS ANY,INCLUDING BUT NOT LIMITEDWETLANDS,WATER COURSES, 050213 0 NELSON POP E SOIL CONDITIONS.VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS j // /O°...........® ` OTHER THAN VISIBLE PERMANENT STRUCTURES 'I /// L A N S ��� e►"`�� COPYRIGHTp NELSON 8 POPE,ENGINEERS AND SURVEYORS ALLRIGHTS engineers•erlchiteelas•surveyors RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITTED 70 MBXess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 12 PERMISSION OF THE SURVEYOR U/! INDIVIDUALSURVEYS THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL DRAWN BY: JE CADD NO.: 00026_1 SCALE: MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER I PURPOSE CHECKED BY: PE FILE NO.: SHEET NO. 1 OF 1 II •' .I DATE: 03-01-21 PROJECT NO.: 00026 f W I NOTES: Z THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE m O PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE Of o] NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, :) 04k PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION U11 -J 0] D J Q W SLATE A/C UNIT LO IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Z m O° Y W 02 ao 9.4 1 00 PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209•FOR ANY LU -j ch ❑ 19.8' M PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED 27.9' .5' I c- PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF W W 3 ri 5.7' rn 14.7' p 4.8' (n AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE LU *- N f-) U U - ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIXTO THE ITEM HIS SEAL AND Z Q Z co LU Z 16 THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Oa U — 00 a I ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 0 m 10,2' c —— O 2.3' a COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED M SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY ^ zo 17.4' U W U)J v STONE BASE 2 O' W �J,J 2 N W z NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS J o-I DRIVE (7 J OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED w I WBORDER R °I W o CV O U � � � I O a— PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE S 51°3542"W V' I 9 Z M.1 w z CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS Lu 11 11----1Ig--I J 7 8' WINWELL,2 C-0 -- -> OTHER THAN VISIBLE PERMANENT STRUCTURES 39.34' W O LL L� TYP. W W W 0b O (n LL Vr 1 Z O COPYRIGHTID NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS 20 STONE BASE C6 I- w v Z RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, DRIVE I 01 O O RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTEDW18"PAVER Q N I D•F IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN N I BORDER V' I r- 3 0' yj U PERMISSION OF THE SURVEYOR. S38°24'18"E DO 'h 4.0'----- > >U 403.95 � a jo s 1=a S 51'35'42"W 7. 'CV fV ro N U f>= R=140.00' 5.3' 7.2' o LU o 0 L=37.19' m Ui 37.28 w ofQ w 6.. C4 17.5' 04 o a S 23°11'01"E m W "� N 9 D' 0 5 10.5' I w 39.36' U ❑3 SLATE /UNIT N cd _ y CONC.WALK R=112.00' `° �° SLATE L=29.72' j' Z O M U cq � I S 38°23'13 E I OF NEIv 62.34' y0 R=112.00' C/) 9er�7zj L=29.79' R=112.00 S 53037'34"E L=29.75' 51.14 J I , ���S' N° 05p2N J�J S 38°24'18"E 96.29' C b Q S 24033'07"W R=410.00' o 107.80' N�G L=450.51' t coI S 65026'53"E Mp,N� N CO 12-19-2018 FOUNDATION LOCATION 49.54' _ 167.99'(ACTUAL) _ FINAL SURVEY FOR UNITS 29 - 30 _ 09-23-2021 SANITARY UNIT DESIGNATION MAP OF R=275.00' S52°55'20"VV 09-02-2021 FINAL SURVEY L=77.85' I HARVEST POINTE CONDOMINIUM 2 S37°04'40"E FILE NO.:490 FILED September 28,2020 S 49009'21"E O S I f 95.00' r I SITUATED AT 238.82' 21'OL CUTCHOGUE S 40°52'38"E m m I TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK (n S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK.02.00,LOTS 003.000&004 000 27.03' SOUTHOLD S52055'20"W R ` NELSON + POPE19.24' I �— ■ ♦ engineers•architects•Surveyors Z w 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com INDDUALSURVEYS LLM L, SCHOOL HOUSE LANE DRAWN BY: NP CADD No.: 0002611S SCALE:0 (q CHECKED BY: PE FILE NO.: 1"=30' SHEET NO.: 1 OF 1 DATE: 09-13-21 PROJECT NO.: 00026 .,I `V Zw V LLI l� (� NOTES: r "`- W THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE/ C O (L I NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS.".�."„ PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION LL U m G IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 4 - LL E E PROFESSIOPERSON,UNLESS HEMS ACTING EERING AUNDER THE DIR ECTION CTION OF A�LICENSED 209,PROFESSIONAL FORAr4Y v/ W PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF G W W W AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE MILLSTONE LA N E I k I �E W W ALTERING ENGINEER OR LAND SURVEYOR SHALL SAFFIX TOIGNATURE THE ITEM HIS SEAL AND EE � y,��'- THE NOTATION'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH GAS SERVICE GG W I" 0°\NATER MAIN CURa ALTERAfiON,AND ASPECIFIC DESCRIPTION OFTHE ALTERATION _ SUB PAVEMENT E W e' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED ELEC SERVICE W W W SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY _ w "W-w-w w W w-w'DROP O 3 I NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 10" WATER MAIN OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED wc� DROP CURB ; B.B. CURB UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED WLWj W DI ❑ D 3 AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE DI,(DE OX Q j I U W In W W ��V� ° (2)E�aX FU ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN wc7 ��3 aw�LU QW<W ' Q> I PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED W cow LU m�QC 6•(;, a, TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS CONC.WALK ` to w 0_ who 2l JS CONC.WALK �LU 3, THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP ZR.p pm 00coED �m CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR O F- m ELEC 147 FURTHER DESIGN _ METER o 13.0' Y ELEC. I~n m 0 17.0' EI b 13.0'b b 18 5, PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE SUF� L iS .r'�e�i t`5`�r�o i r�8�f r�o-y�7 O3'HEALTH�Eq�Vf��� METER j�13 0'� 18 5' N 19 1' N G 2 J, p 18.6' N I 2 5' CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, �a 14.0' I. GAS E" � i I I GARAGE I In SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS - GAS 2 5' 2 5, OTHER THAN VISIBLE PERMANENT STRUCTURES i:4,C 1 E iJ% rtRKS FOR z METER zo 1 GARAGE 1 N MET R I GARAGE I 1 rn �+y ASINGLE�r.�r!}t A6: ,r,e O m 2.5' ®Datel.l ���wl���e� 1 1 I 3.3'`6 COPYRIGHTO NELSON B POPE,ENGINEERS AND SURVEYORS ALL RIGHTS 7��f U z•j' 1 GARAGE 1 I `O 3 3' 1 I 1 RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, IIIYYY b g �,^,�- �+ (�, 0 3,z' 1 1 8' i0 ____1 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED "•'•''^�``"b'f°°"o" 1 O m /7 - I 1 3.2' I-_-- IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN N -r PERMISSION OF THE SURVEYOR ----I 1 5.3' 2 STORI)�F;4AME 5.3' S£bJdQo�•' �''"•`- 1if�'fc< cvrg )faCp ` .65.2' 1 STORM FRAME 19' ih ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT 4' d,�, t this t=fion hwia teen N RESID NCE n SHOWN spec+wd ani/or Cs t'iIEG'by u'2!s��1.'11 3e {� Gf L'(r6tip B�Bi1CiEb�iia7 fi�l�fa°..7 of'" 3 V W ALL SANITARY PIPING 4"AND 6'SDR-35.TYPICAL seg �eyFOI A7 fkVUM � � BEDROOM& aa) � RESIDENCE - o� I �L UNIT 29 F.FL. 36.0 UNIT 30 ag UNIT 31 1 UNIT 32 �Lq m n20' I 2.0' @� G.FL. 35.2 z.0 0 I DIP INV. N TLf`? 2.0' DIP INV. 22 5' N z i.I I 32.53 I o �! z 32.69 r' 16.1' v O_j m 13 2';i o b o0 14.4' b ,r; 13.1'Io ,Craig r�n�.ppPI�4 E,; �jlf 12.9'v D M o CO,TYP. U �U 1­01ui of 14.4' �11.0' �.I 141I dC € i'; ?.. U B cJ7 x U 11.1 n 14.5' N INV.32 58 R/0 ENCL. o a z0� f' 10A CO.TYP. a z U U 4"SDR-35 9 CONC w z 0_ CO,TYP. In-PIPE.TYP PORCH U o H INV.32.57 v O U O n INV 32.49 c'41 CO IN M.H COINSM.H. � a o m C CATING a Tn INV. W/CASTING 86 5' 6"SDR-35 INV. uW CO IN M H. AT GRADE S T 31.53 N AT GRADE 17 1' PIPE,TYP.@ 0 95% 32.29 W/CASTING 15.2' INV 31.58 AT GRADE INV.31.72 s s s- s- s- s- s- s- s s--0 INV 32.40 _ _ _ _ _ 1 _ _ _ rF,� INV. INV. BTD2 INV , 6"SDR-35 PIPE, HARVEST POINTE HOME OWNERS 31.85 31.34 31 34 (Up TYP.@ 198% .S 380 24' 20" E ASSOCIATION DESIGNATION LINE , 10.1' 6"SDR-35 PIPE, INV INV. 513.85 TYP.@ 3.76% 30.73 2760 ti J X LP No. 10'0 x 12' F�VSE LPA DEEP L P. �q ci ELECTRIC df PANEL F09-02-2021 FSANITARYAS-BUILT LOCATION SANITARY SYSTEM AS-BUILTTABLE SANITARY AS-CONSTRUCTED SURVEY FOR STRUCTURE NAME TIE A TIE B UNITS 29 - 31 UNIT DESIGNATION MAP OF UNITS#29,30&31 HARVEST POINTE CONDOMINIUM 2 ST-1 55.0' 32.3' FILE NO.: 490 FILED September 28, 2020 ST-2 57.2' 38.0' SITUATED AT LP 65.4' 51.2' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.0 T M DISTRICT 1000,SECTION 102 01,BLOCK 02 00,LOTS 003 000,004 000&005 000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S UN IT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA L NELSON ♦ POP E 29_ R10-17-0083 1,599 S.F. 363 S.F. 1,962S.F. engineers•architects•Surveyors - - 30 _ R10-17-0084 1,599 S.F. 363 S.F. 1,9625.F. 31 R10-17-0085 1,999 S.F. 408 S.F. 2,407 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665-nelsonpope.com DRAWN BY: NP CADD No.:INDIVIDUALS00V26 S SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I r DATE: 09-16-2021 PROJECT NO.: 00026 1"=30' I f ' up4s o��f31� APP p OVED AS NOTED Must provide Manuals DATE: 911,1-1b B.P.# ��-�y �57� JD,J and S as per FEE: ' BY NYS Energy Code NOTIFY BUILDING PARTMENT AT 765-1802 -8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED Blower door FOR POURED CONCPETE and ductwork 2. ROUGH - FRAMIFaG PLUMBING 3. INSULATION testing required. 4. FINAL - CON; ' MUST BE COMPLET*. ALL CONSTRUC T; 4.LL MEET THE REQUIREMENTS OF 1 HE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR PLUMBER CERT.,IF1CATlvly' DESIGN OR CONSTRUCTION ERRORS. ON,LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANC, COMPLY WITH ALL CODES OF SOLDER USED IN WATER NEW YORK STATE & TOWN CODES SUPPLYSYWEM,CANNOT AS REQUIRED AND CONDITIONS OF ix— AS 1% LEAD. V/ SOIAHOLP,TOWN PLANNING BOARD U. i TRU ES -PLUMBING — — ALL PLUMBING WASTE A-WATER LINES NEED tL fou.COVERING OCCUPANCY OR USE IS UNLAWFUL TRUSS PLACARDIN4a REQUIRED WITHOUT CERTIFICATE OF OCCUPANCY ELECTRICAL DRAINAGE INSPECTIONS ARE REQUIRED INSPECTION REOUIRE0 Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. DO NOT-PROCEED WITH ,"-fAMING UNTIL SURVEY'. All exterior lighting = OF FOUNDATION LOCATION installed, replaced or =HAS SEEN APPROVED. repaired shall conform to Chapter 172 of the Town Code Section R316 Foam Plastic - TABLE R405.1 PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor ceiling assembly, Z I draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed R316.1 General. The provisions of this section shall govem the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W ;.� 2020 RESIDENTIAL CODE OF NEVI YORK STATE space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear 2 o be rovided in floor-ceilin assemblies under the followin circumstances: the label of an a roved a enc showin the manufacturers name, the roduct listin , roduct identification and information sufficient to determine that the UNIFIED SOIL VOLUME 2020 EXISTING BUILDING CODE OF NEW YORK STATE P 9 9 pp 9 Y 9 P 9 P SOIL CLASSIFICATION CHANGE GROUP SOIL DESCRIPTION DRAINAGE FROST HEAVE 0 2 2. Floor framing is constructed of truss-type open-web or perforated members. end use will comply with the requirements. SYSTEM POTENTIAL 11�� SYMBOL CHARACTERISTICS POTENTIAL EXPANSION O T � 2020 FIRE C 0 D E 0 F NEW YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from U t5 GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 0 0 20 2 0 MECHANICAL C 0 D E 0 F NEW YORK STATE the interior of a building by an approved thermal barrier of not less than % inch gypsum wallboard. LITTLE OR NO FINES GOOD LOW LOW �+ O- R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GP POORLY GRADEDE ORS OOR FG VEL SAND MIXTURES, GOOD LOW LOW _O N o m 2 02 0 PLUMBING C 0 D E 0 F NEW YORK STATE gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. r GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW ~ +:3 N v 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR No FINES 0 ,� v Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/s inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, GOOD Low Low 0 �o 20 2 0 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. LITRE OR NO FINES � = O N� I P P P P Y pP P Pe J P GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW rn 2 Z RESIDENTIAL PROVISIONS R316.5.11 Sill lutes and headers. Foam lastic shall be ermitted to be s ro a lied to sill lutes and headers or installed in the rimeter 'oist s ace without the (n � Section R303 thermal barrier specified in Section R316.4 subject to all of the following: SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low Z ` Q-�a CD Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3y inch. GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low Q LU m M R303.1 Habitable rooms. Habitable rooms shall have an a re ate lazin area of not less than 8 ercent of the floor area of such rooms. 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW o v, co SECTION R101 99 9 9 9 P ❑ U � a`oo GENERAL Exceptions: 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, ,-. 1. The lazed areas need not be o rable where the o enin is not re uired b Section R310 and a whole-house mechanical ventilation stem is with ASTM E 84 or UL 723. GROUP 2 SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WRH MEDIUM HIGH LOW M 9 Pe P 9 q Y sY sucHr PLAsnaTY � � R101.2 The provisions of the 2020 Residential Code of NYS for Dine and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, re lacement, re air, a ui ment, use and occupancy, loca'ion, removal and demolition of detached one and two family dwellings and townhouses not more 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an Section R317 Protection of Wood and Wood-Based Products Against Decay GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM 0 P P q P R317 All sills and lates on exterior foundation wall to be ressure reservativel treated in accordance with AWPA U1. CLAYS TO LOw s2 than three stories above grade plane in height with a srparate means of egress and their accessory structures not more than three stories above grade average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. P P P Y plane in height. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing flashing. '. of the stairway. R317.1 Location required. Protection of'wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points R202 Definitions: or wood that is preservative-treatedIin accordance with AWPA U1 for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. ontinuous Insulation: Insulatin material that is continuous across all structural members without thermal brid es other that fasteners and service o enin s, Section R305 R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or C 9 9 P 9 R317.3 Fasteners and connectors in contact with reservative treated and fire retardant treated wood. Fasteners, includin nuts and washers, and connectors in has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. Ceiling Height P 9 Z Mezzanine: An intermediate level or levels between the floor and ceilin of an sto . R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-0" in habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms, toilet rooms & laundry rooms. contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section R405 Foundation Drainage 9 Y ry 9 9 9 9 9 fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or 0 Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: F- , s eed Vult is 130 m h or reater. 2. A shower or tub a ui ed with a showerhead shall have a ceilin hei ht of not less than 6 feet 8 inches above an area of not less than 30 usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be 0 P ( ) P 9 q PP 9 9 R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position installed,,at or below the top of footing or below the bottom of the slab and shall discharge by gravity or mechanical means into an approved � inches by 3 i inches c the sther obad. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. � f Ilowin standards are ermitted sub'ect to the limitations of this code 3. Beams irders ducts or other obstructions in basements containin habitable s ace shall be ermitted to ro act to within 6 feet 4 inches of the R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the o g p 1 � 9 9 P P P J be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a stroke with Exception: A drainage system is not required where the foundation is installed on well drained round or sand ravel mixture with soils accordin � i ode. finished floor. 9 9 9 tandards the desi n shall cam with the Bu Idin C and the limitations therein. Where engineered design is used in conjunction with theses g ply g of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the un�,f;ed Soil Classification System, Group I Soils, as detailed in Table R405.1. � 1. AWC Wood Frame Construction Manual WFCM. 2015 EDITION R308.4 Hazardous locations. The locations specified in Sections R308.4,1 through R308.4.7 shall be considered to be specific hazardous locations for the emer enc res onse. Where access is b means of a rivate road and the buildin address cannot be viewed from the ublic wa a monument, ole or Z ( ) ( ) 9 Y P Y P 9 P Y. purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. P 0 R308.4.2 Glazin Ad acent to doors. Glazin in an individual fixed or o erable anel ad acent to a door shall be considered to be a hazardous location where Section R406 Foundation Waterproofing and Dampproofing U R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not 9 j 9 P P 1 R406.1 Concrete end masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior � conformin to this code, these elements shall be desi ned in accordance with acce ted en ineerin ractice. The extent of such desi n need onl the bottom exposed edge of the glazing is less than 60 inches above the floor. g g p g g p g Y Section R321 Elevators and Platform Lifts spaces ani floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 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 rovided assen er elevators limited use and limited a lication elevators or rivate residence elevators shall I wi M a ' ^ system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 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 inches of the hinge side of P P 9 PP P campy th AS E A17.1/CSA floor to th, finished grade using a bituminous coating. u- u 844. O M sco a of this code. an in-swinging door. � ► J P Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. R406.3.3 Porous FlII. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfilll Z R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent ,, rutted in accordance with the wind rovisions of this code usin the ultimate desi n wind walking surface of stairwa s, landin s between flights of stairs and ramps shall be considered to be a hazardous location. heioght c covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. �) R301.2.1 Wind design criteria. Buildings and portions thereof shall be const P 9 9 Y 9 Section R322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. ❑ v speed in Table R301.2(2) as determined from Figure R301.2(5)B. Exceptions: R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table � T , 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless round surface is covered b a class one va or retarder W R301.2.1.2 Protection of openings: Window glazing in windborne debris regions shall be protected to meet the requirements of the large missile test of ASTM E1996 & 2. Glazing 36 inches or more measured horizontally from the walking surface. 9 Y P constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard area shall material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents witlhin 3 feet of each comer of ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for opening protection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl spat^ access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24'. shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and secured with the attachment hardware provided. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant AND RESCUE OPENING PER SECTION R310. (Egress window & window well) enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the building R502.2.2 Blocking or I subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood �� TABLE R301.2 1 R310.1 Emergency escape and rescue opening required. Basement shall have not less than,one operable emergency escape and rescue opening. or structure in violation of this section. structural Panels as specified in Section 503.2. Flreblocking shall be of any grade lumber. Z ( ) R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing R502.4 Joists under bearin artitions: Provide 2x full de th blockin ® 48" o.c. max wher CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 9 P p 9 e beam is not located under wall to allow for piping or vents. height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or w GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill hei ht. Where a window is rovided as the emer en esca and rescue o nin , it shall have a sill height of not more than 44 inches R322.3. R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearipg on wood or metal' and not less than 3 inches of bearing T FLOOD 9 P 9 �' 9 on masonry or concrete or alternatively, the ends of joist shall be supported on a 1x4 ribbon strip and shall be nailed to adjacent stud, 1 " 1� SNOW SPEED To o ra hical S ecial Wind DESIGN FROST UNE DESIGN UNDERLAYMENT Freezing Annual above the floor, where the sill hei ht is below rade, it shall be rovided with a window well in accordance with Section R310.2.3. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct LL p g P P TERMITE DECAY HAZARDS 9 9 P LOAD m h Effects bourne CATEGORY WEATHERING pEpTM TEMP REQUIRED Index Temp io nd width f a ass hon 36 systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed to R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking ar by attachment to band or rim joist. Cn ( p ) Wind R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal project n a o n t I t Re ion Debris inches. The area of the window well shall allow the emer enc esca a and rescue openin to be fully opened. prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the effects of R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural g►ue-laminated members, 0 g 9 Y P 9 buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located cross-laminated timber members or I-oists are rohibited exce t where ermitted b the manufacturers recommendations or as shown on these - ' ` zone R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with J P P P Y m � V 10 the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. MODERATE SLIGHT TO R 322.1.7 Protection of water su l and sanita sewn e s tems. New and re lacement water su I s stems shall be desi ned to minimize or eliminate infiltration R502.11.1 Wood Truss Desi n Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re ared b a re istered truss desi n 20 140 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. PPY rY 9 Ys P PPY Y 9 w of flood waters into the tem in accordance with the lumbin rovisions of this code. 9 9 PP 9 9 P P P Y 9 9 ❑ O R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the buildings foundation drainage system required by Secfidn R405.1 � P 9 P professional where required by the statues of the jurisdiction in which the project is to be constructed. R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation 0 or ep on approved alternative method. required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R301.2.1.4 Ex osure tate o Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance Section R506 Concrete Floors (On Ground) p g ry. R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that ore below the 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. design flood elevation shall: or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. 1. Be used solely for parking of vehicles, building access or storage. R506.2.2 Base. A 4 '-nch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-fumace slag passing ��/ 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways a 2-inch sieaa shall be placed on the prepared subgrade where the slab is below grade. fn 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: 600 feet from the rtiall obstructed area. Includes flat open country and grassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-grovel mixture soils classified as Group I pa y is The total net area er nonf the ercl openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area accordin to the United Soil Classification S tem in accordance with Table R405.1. ~ 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 height. The clear width of the stairway at and below the handrail height, including treads and landings, shall be not less than 31 � inches where a is measured on the exterior of the enclosure walls. 9 � Q feet from the unobstructed area. handrail is installed on one side of 27 inches where handrails are provided on both sides. R506.2.3 Vapor retaraer. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between l- R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: (n R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, R301.3 Sto Hei ht. The wind rovisions of this code shall a I to buildin s with sto hei hts not exceedin 11 feet 7 inches and the lateral) unsu orted 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utili buildin s and other unheated accesso structures. ~ U ry 9 P pPY 9 ry 9 9 Y pP 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. flood elevation, each area shall have openings. 9 ry W bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. 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 finished exterior grade provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. immediately under each opening. Section R602 Wood Wall Framing 2 Cha ter 6 are exceeded. Where the sto hei ht limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to P ry 9 R602.3 Design,and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(ta through R602.3(4). Wall sheathing R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stairways with solid risers. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this U resist wind loads shall be in accordance with the Buildirng Code. shall be fas .mod direct) to framin members and shall c firm to the re wrements of Table R602.3 3 R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. section. Y 9 0� q ( ) 0 R302.2 Townhouses. Common walls se aratin townhouses shalll be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 P 9 1. Buildin s and structures erected within coastal hi h hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Exceptions: 9 9 - shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical 1. Handrails shall be permitted to be interrupted by a newel post at the turn. structural members supporting the lowest floor, with exception of pling, pile caps, columns, grade beams and bracing, is elevated to or above the base P 9 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 inches and the walkline floor elevation lus 1 foot or the desi n flood elevation, whichever is hi her. TABLE R602.3 1 FASTENING SCHEDULE installations shall be in accordance with Cha tors 34 thlrou h 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in P 9 9 - accordance with Section R302.4. radius is not reater than 2 inches. Each tread shall have a de th of not less than inches at the walkline. All treads shall be identical, and the 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall 9 P DISCRIPTION assembly tested in accordance with ASTM E 119 or UL 263. rise shall not be more than 9 inches. Headroom shall not be less than 6 feet 6 inches. and Coastal A Zones shall be supported on pilings or columns. IN (a,b,c,d) IYeE 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall °', R 311.8 Ramps. 1. BLOCKING BETW..EN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL Section R325 Mezzanines 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 vertical in 12 units 2. CEILING JOISTS TO TOP PLATE THREE SD COMMON. TOE NAIL assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section R325.6 horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: 3. CEILING JOISTS NOT ATTCHED TO RAFTER , LAPS THREE 16D COMMON FACE NAIL Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units 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 room or space in which ( ) TABLE R302.1(1) they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is OVER PARTITIONS r r r, � horizontal (12.5 percent). EXTERIOR WALLS " " located. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1 9 W ai o m - � MINIMUM MINIMUM FIRE R 312.1 Guardrails: Porches, balconies, and stair landings 30 above floor or grade to be installed with 36 high railings, balusters not to allow passage of a ( ) FACE NAIL ¢ N N ry ri r` .- N �; R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 5. COLLAR TIE TO RAFTERS o N N ri ri m .- EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. THREE 10D EACH FACE NAIL 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 inches in height, columns FIRE-RESISTANCE R4TED 1 HOUR 0 feet 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 the finished floor and and posts. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL WALLS NOT FIRE-RESISTANCE RATED 0 HOURS >5 feet greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one 7. ROOF RAFTERS TO RIDGE VALLEY OR HIP THREE 10D COMMON. of the following: Exceptions: RAFTERS � TOE NAIL PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >2 feet to <5 feet 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the TWO 16D COMMON. 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened END NAIL TABLE R302.1 2 enclosed space is not greater than 10 percent of the mezzanine area. ( ) position. 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL co Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. MINIMUM MINIMUM FIRE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 10. BUILT UP HEADER, TWO PIECES Z z 16D COMMON AT 16 O.C. ALONG EACH EDGE FACE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 11. CONTINUOUS HEADER TO ST a g FIRE-RESISTANCE RATED 1 HOUR 0 feet operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s on soil that consists rimaril of cls or silt or have UD FOUR 8D COMMON. TOE NAIL WALLS NOT FIRE-RESISTANCE RATED 0 HOURS 3 feet the area re uired b Section R310.2.1. Y Y 9 P P 9 9 P 9 P Y y Tri z N o_ 12. TOP PLATES TO TOP PLATE Z Z Z o Z Z Z N q y any inorganic material or fill. 16D COMMON ® 16"0/C FACE NAIL o_ o_ o_ - O o_ F w TABLE R402,2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL 5� 5� �5 > 5� a g � Section R313 Automatic Fire S nnkler S stems ON EACH SIDE OF END JOINT (24"MIN LAP SPICE Cu Cu Cu w Cu 5 N � R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, P y 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment o o` w 05 a5 U deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout with an 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 77. air entrainment LENGTH EACH SIDE OF END JOINI) automatic sprinkler system. assessor structures. I R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL rO R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 R302.2.4 Para ets for townhouses. R 403.1.5 Ste ed Footin s: Ste footin t ft vertical maximum on 2 feet horizontal where sloe of footin bottom exceeds 10% " o P or NFPA 13D. PP 9 P 9 P 9 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16 O.C. FACE NAIL N 1. The parapet shall extend not less than 30 inches above the roof surfaces. ' it tem n and two famil dwellin s havin a hei ht of three stories above rade shall be a ui ed 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 with stud bearing walls, 16. TOP OR BOTTOM PLATE TO STUD o Exce tion: A aro et is not re uired in the recedin two cases where the roof coverin corn lied with a minimum Class C ratio as tested in accordance with R313.2 One and two family dwellings automatic f e Sys s. 0 e y g g g g q pp p p p q p 9 9 P 9 isolated plain concrete footings supporting columns or pedestals are permitted. TWO 16D COMMON. END NAIL ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on throughout with an automatic sprinkler system. a R 403.1.fi Foundation Anchors a Wood sole lutes at exterior walls on slabs and all wood foundation wall sill lutes shall be anchored with inch diameter FOUR 8D COMMON. TOE NAIL `- each side of the wall or walls or one la er of 5 8 inch T e X sum board is installed direct) beneath the roof deckin or sheathin , su orted b not less R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. 9 ' P 17. TOP PLATES LAPS AT CORNERS + INTERSECTION 2-16D COMMON Y / YP 9YP Y 9 9 PP Y anchor bolts spaced as shown on he plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of � FACE NAIL than nominal 2 inch (51 mm) ledgers 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 the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE walls and any openings or penetrations in the roof are not within 4 feet of the common walls. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. NAIL F- (� 3. A arapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL Z W P lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER W rating. The wall shall be rated for exposure from both sides. exterior balconies and decks that are constructed of open wood joist construction. 28. 2X LEDGER 0 R302.2.6 Structural independence. Each individual townhouse shale be structurally independent. THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL a TABLE R404.1.2(1) 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and O O m Exceptions: Section R314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls ROOF, AND WALL SHEATHING TO FRAMING SD COMMON (ROOF) 12"o/c at interior W w 1. Foundations supporting exterior walls or common wallls. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 5. Townhouses separated by a common wall as provided in Section R302.2, Rem 1 or 2 R314.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) W Y g HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT w w R302.3 Two-family dwellings. Dwelling units in two-family dwelllings shall be separated from each other by wall and floor assemblies having not less than a 1-hour with UL 2034. WALL (� a. All nails are Rmooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing 0 U o fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fire-resistance-rated floor/ceiling and R314.3 Location. Smoke alarms shall be installed in the following locations. 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 9 9 Y 9 Z connections shall have minimum avers a bendin field strep the as follows: 80 ksi for shank diameter of 0.192" (20d"common nail), wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof 1. In each sleeping room. AND ONE No. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 90 ksi for shank diameters larger than 0.142" but not larger than 0.177, and 100 ksi for shank diameters of 0.142 or less, (9 sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. ONE No. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically to 4 Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end W rr 1A fire-resistance rating of � hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA shower. walls and 4 incises on center to gable end wall framing. 0 W v 13. ' R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke ❑ LJ R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alarm in a location required by Section R314.3. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls F4 shall have an equal or greater fire-resistance rating. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. W = R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed MINIMUM VERTICAL REINFORCEMENT BAR 111 r U ( ) 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 roof/ceiling assembly. 2x6 � v 0 SIZE AND SPACING INCHES wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exce tions: F_ from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing device. cooking appliance. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF P i= 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, o m WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH No. 26 gage sheet steel or other approved material and shall not have openings into the garage. 2X6 12 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when Z W 0 .5. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with (FEET) (FES Do not backfill with any soil containing silt or clay. R302.6 Dwelling agarage fire separation. The garage shall be separated T required by Table R30sion Openings in garage walls shall comply with Section at 2 Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. 1 ¢ WALL THICKNESS (INCHES) Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are individual dwelling unit. 8 10 12 R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and intersections with bearing (0 C1 p perpendicular to the adjacent dwelling unit wall. TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garaige side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. Garage ceiling: 5/8 8 7 NR NR NR partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less - than 2 inches nominal thickness and have a width not less than the width of the studs. .. .. ............ Section R315 Carbon Monoxide Alarms 9 8 5 0 41 NR NR W ,��R� Af��,� type X gypsum board R315.1 General. Carbon monoxide alarms shall be rovided in accordance with section 915 of the Fire Code of NYS. R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for 0 ' �5 E C y� R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling P 10 9 s 0 a1 5 0 22 NR exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate () I ./vim �0�_ �F� �c finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails F- � �`, r 4:f 4 �Z �� R302.11 Fire blockin shall be rovided in wood-framed construction in the followin locations: NR denotes no reinforcing required. g p 9 " each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) ..„ , _c 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: Locate vertical bars 1Y, clear from inside face of walls. The center of bars shall not vary from this by more than Y8 inch. I`; .� _1 ^' 1.1 Vertically at the ceiling and floor levels. : 1.2 Horizontally at intervals not exceeding 10 feet. V 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. ��1 M 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. v' 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and T �23fl1� y(� products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. ❑ \F N E� ' 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. B NUMBER R302.11.1 FIreblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 1. Two-inch nominal lumber. w 16023 2. Two thicknesses of 1" nominal lumber with broken lap joints. T T T T�T 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. lJ NIT 2 9 tJ 1 \ IT 3 0 SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints sacked by 3/4 inch particleboard. 1 1 = - a. 5. One half inch gypsum board. 6. One quarter inch cement based mil r gla. MODEL B 2 ALT 2 M O D EL B 1 15 U) 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. ( I t � W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN c Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of P26072 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulations thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD � E ULTIMATE DESIGN CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 o MINIMUM NAIL PANEL NAIL The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches 153 mm below rade. 1. A waterproof sealant applied at the joint between the wall and the pipe. WIND SPEED V ult P 9 P ( ) 9 SPACING (mph) N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other approved and posted on a wall in the where the 2. A flashing of an approved elastomeric material. 0 2 MINIMUM MINIMUM MAXIMUM WALL ( ) (Mandatory). P P Y PP party P REFLECTIVE RED 6 DIA. = WOOD NOMINAL PANEL STUD SPACING furnace is located, a utility room or an approved location inside the building. 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 from the tank will cause O "�°"J SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) IF187 0 U 4) EDGES FIELD CATEGORY TABLE N 1102.1.2 (R402.1.2) U a- (INCHES) PANEL SPAN (INCHES) INCHES O.C. (INCHES O.C. Insulation and fenestration Requirements b Component 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. NZ N E 2 RATING ( ) ) q y p M e C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL - 1-, 0 v c= ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE 3. Other approved materials. `tom ,�,, ` 1.75 24/16 7/16 16 6 12 170 140 135 U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL Aplastic pan installed beneath agas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFLECTIVE -� V > � ".�_8d MMON R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. N po 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8 13 19 10 13 10,2 ft 10 13 � RWHITE I- :+_+ V)N} story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE / / / W-Z- practice. Section T101 Scope 1 4' Z 0 t M Co rn N1102.2.2 R402.2.2 Ceilings without attics spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof ceilin assembly does T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. ( ) 9 Pa q 9 / 9 Y 1/2" Q w M 24 R802.11 Rafter or truss uplift force. not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall TRUSS IDENTIFICATION SIGN STROKE L y For rafters at 16'o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ = M 00 Solar-Read Zone. A section or sections of the roof or building U V Span (ft) 12 18 24 28 32 36 42 48 N1102.1.2 shall be limited to 500 sf (46 mz) or 20 percent of the total insulated ceiling area, whichever Is less. y r b I g overhang designated and reserved for the future Installation of a solar SIGNS IDENTIFYING THE EIOSTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN Uplift Force # 117 149 182 203 226 247 281 314 N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be photovoltaic or solar thermal system. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN W weatherstri ed and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED N COLOR,CONFORMING TO PANTONE Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. PP q 9 MATCHING SYSTEM PMS 87. P4 _ Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table Section T103 Solar-Ready Zone (PMS) IL 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 accordance with ASTM C 1002 R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. SECTION 1265.4. SIGN OR SYMBOL and shall penetrate the wood not less than 5/8 inch. N1102.2.8 R402.2.8 Floors. Floor framing-cavity Insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-read zone area. The total solar-read zone area shall be not less than 300 square feet 27.87 m2 exclusive of mandato access or set back THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED ( ) 9 9 y y q ( ) mandatory TO THE EIMOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR R702.4 Ceramic Tile. N1102.2.9 (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) areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with SYMBOL TO THE ELECTRICAL OX 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 materials listed in Table R702.4.2, B WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL and installed in accordance with the manufacturers recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR R702.4.2 NI102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fire Code. WALL OF THE RESIDENTIAL STRUCTURE AT A PONT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE TABLE doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z Backer Board Materials O T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. OF OCCUPANCY OR A CERTIFICATE OF COMPUANXI STANDARD TABLE N 1102.4.1.1 (R402.4.1.1) f- MATERIAL T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WOOD ROOF TRUSS SPECIFlCAnoNs: 0 GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 Air Barrier and Insulation Installation electric installation and shall be labeled 'For Future Solar Electric% The reserved space shall be positioned at the opposite (load) end from the input feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. � FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. MM- 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. ~ NONASBESTOS FIBER MAT REINFORCED CEMENIITIOUS BACKER UNITS ASTM C 1325 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. 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. At least one installed at Z 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: TABLE R703.8.1 CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. D (EQUATION 16-8) O GAPS IN THE AIR BARRIER SEALED. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet D + L (EQUATION 16-9) Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL is required for each car space in a garage. W BE SEALED. D + S (EQUATION 16-10) SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + .6W EQUATION 16-12 O a,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. ( ) LL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) Ln 1_300/46'-0" 4'-6' 3'-0' THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. KNEE WALLS SHALL BE SEALED. M L400/4 8'-0" 5'-O' 4'-6' WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z ` ' J DOORS SEALED. DESIGN ASCE 7-10 FOR 130 MFH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. 1-1 � (M L6x3.5x5/4 1o'-o" e'-o" 6'-0" E IGH TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: L6x3.sxi/a 14'-0' s'-6' 7'-0' RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER 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 ASCE7-10 , TCDL = 15 PSF, w 71 FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE FOLLOWING LIVE LOADS: BCLL=IOPSF AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. GARAGE AND CANTILEVERED a. Long leg of the angle shall be placed in a vertical position. ROOF: ALLOWABLE FLOORS) STRUCTURAL MEMBER DEFLECTION C. Minimum bearing to be 6". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS SPACE SHALL BE SEALED. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Rafters having slopes greater than L/180 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished Ceiling attached FOLLOWING INFORMATION: P.-.11. Minimum of 4 inches (102 mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO to rafters 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. O 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 plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION OF ALL JOINTS. vertical attachment flange of 3 M inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 3. REQUIRED BEARING WIDTHS. w EXTERIO1 WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. stud walls in accordance with Section R703.4. Floors and Ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. W - R703.8.2.2. Support by roof construction. A steel angle shall be laced direct) on top of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC WITH STORAGE: 20 PSF g p y PP 94.3. BOTTOM CHORD LIVE LOAD. / All other structural cn consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. HABITABLE ATTIC W FIXED STAIRS: 30 PSFmembers L/240 anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be 4.4. BOTTOM CHORD DEAD LOAD. ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior walls with plaster or stucco finish L/1 80 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 0 anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and 4.6. CONTROLLING WIND LOADS. m � Q EXPOSURE CATEGORY: B FROM R301.2.1.4 ' shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. Exterior WOIIS with brittle finishes L 180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested 6. EACH REACTION FORCE AND DIRECTION. ❑ R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt w in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the from seismic provisions of code per Exterior Walls with flexible finishes L/180 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT' CONNECTOR D(CEPT WHERE SYMMETRICALLY Q into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size- 22 US gage. Minimum tie housing and the interior wall or ceiling covering. p LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and R301.2.2) p g pp q Lintels supporting mason veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings PP 9 I'Y / > �� shall be spaced not more than 32' on center horizontally and 24 inches on center vertically. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. U 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 not be less than 3/16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 66 r , inch in diameter. Weepholes shall be located immediately above the flashing. Systems NOTE: Soils with clay or clay and silt will require a redesign N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. H r"1 of building footings. WOOD FLOOR TRUSS SPECIFICATIONS: 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) and walls closer than 10 WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. Q feet (3048 mm) to a building on another lot. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling A B B R EV I T A ONS � U i different times of the day. This thermostat shall include 1605.3.1 the heating and cooling system on a daily schedule to maintain different temperature set points at d ere t y BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Exception: Walls perpendicular to the line used to determine the fire separation distance. H R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of water disposal from roofs the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall D (EQUATION 16-8) A.B. ANCHOR BOLT D + L Z that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower D.S. DOWNSPOUT L.T. WT. LIGHTWEIGHT RNG RANGE (EQUATION 16 9) W R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. than 78'F (26'C). A.F.F. ABOVE FINISH FLOOR pTt DETAIL LT. LIGHT R.O. ROUGH OPENING R802.4.2 Framingdetails. Rafters shall be framed not more than 1 X inches 38 mm offset from each other to ride board or direct) opposite from each other N1103.2 R403.2 Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating stems shall A A.F.T. ADJACENT ADJUSTABLE D = DEAD LOAD, L = LIVE LOAD, EA. EACH LVR• LOUVER R. RISER ( ) g y pp ( ) Pe PPY 9 9 PP 9 sY F. ABOVE FINISH TREAD E.J. EXPANSION JOINT L.T. LAUNDRY TUB RND ROUND U with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. At have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ALUM. ALUMINUM FLOOR TRUSSES SHALL = DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O 9 ANCH. ANCHOR ELEC. ELECTRICAL TCLL = 40 PSF TCDL = 10 PSF, AND BCDL - 5 PSF valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. N1103.3 (R403.3 Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. MAS. MASONRY S.C. SAWCUT � O Hi and valley rafters shall be supported at the ridge b a brace to a bearing partition or be designed to car and distribute the specific load at that ( ) (Prescriptive). ppy ( ) • Ems• ELEVATION MAT. MATERIAL SCHEM. SCHEMATIC P Y PP 9 Y 9 P 9 carry P N1103.3.1 R403.3.1 Insulation Su I and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 76.2 mm In diameter and < ANGLE EQ. EQUAL MAX, SHELF TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. point Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a ARCH. ARCHITECTURAL MAXIMUM SHLF joists, such as ride beams, his and valleys, shall be designed as beams. ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET j g P Ys. 9 minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. EXP. EXPANSION SIMILAR TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with Exception: Ducts or portions thereof located completely inside the building thermal envelope. MIN. MECHANICAL SIM. BD. BOARD Ems• EXTERIOR MIN. MINIMUM S.S. STAINLESS STEEL FOLLOWING INFORMATION: accepted engineering practices. N1103.3.2 R403.3.2 Sealing Mandato Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply I with section M1601.4.1. EE. 1. DEPTH, SPAN, AND SPACING. R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated ( ) g ( ry)' PY BLDG. BUILDING EACH END Sn• STEEL M.O. MASONRY OPENING 2. LOCATION OF ALL JOINTS. timber members or 1-joists are prohibited except where permitted b the manufacturers recommendations or where the effects of such alterations are Exceptions: BM BEAM STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. P P P y 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F C MIL. METAL SUSPENSION 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. specifically considered. P P y P P PP � / FLOOR COVERING CHANGE SUSP. D. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported lateral) b solid 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SGD SLIDING GLASS DOOR 4.2. TOP CHORD DEAD f_OAO 9 1 9 P 9 PP Y Y continuous) welded joints and seams, and lockin a joints and seams of other than the snap-lock lock and button-lock es. BRG. BEARING 4.3. BOTTOM CHORD LIVE LOAD. blacking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Y 1 • 9-tYP 1 P- types. FIN. FOUNDATION (NTS) NOT TO SCALE SQ• SQUARE 4.4. BOTTOM CHORD DEAD LOAD. I- r` r` n N1103.3.3 R403.3.3 Duct testing Mandato Ducts shall be pressure tested to determine air leakage. BRK BRICK FLR. FLOOR en r` r 8 feet. ( ) 9 ( ry)' P 9 ' BSMT BASEMENT TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. � � N R802.9 Trimmer joist: single header and trimmer for openings u to 4'-O" and doubled over 4'-0' unless otherwise noted on Ian. Connect with tecos for header N1103.4 R403.4 Mechanical stem piping insulation Mandato Mechanicals stem piping capable of carrying fluids above 105'F 41'C or below 55'F 13'C shall FFIREPLACE ri o n co 1 9P P ( ) P P 9 (Mandatory). y P P 9 P 9 ( ) ( ) CENTER LINE .C. ON CENTER T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE o N N M M N be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizin and efficiency rating Mandato Heabn and cooling equipment shall be sized in F.R.F•RFIRE RATED TGS TOP OF GRADE STAB 6. EACH REACTION FORCE AND DIRECTION. joist spans of 6'-0" and greater. ( ) 9 cY 9 ( rY)• 9 9C.M.U. CONCRETE MASONRY UNIT FRM FRAME OPER. OPERATOR accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J TFW TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT' CONNECTOR EXCEPT'WHERE SYMMETRICALLY R806.3 Vent and insulation clearance. Where eave or comice vents are installed, blocking, bridging, and insulation shall not block the free flow of air. Not less 9 C.J. CONTROL JOINT FT, FOOT FEET OPNG. OPENING TYPICAL LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. than a 1 inch space shall be provided between the insulation and the roof sheathing and of the location of the vent. or other approved heating and cooling calculation methodologies. COL. COLUMN / OPT. OPTIONAL TTYP TREAD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. P P 9 N1103.6 R403.6 Mechanical ventilation Mandato The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical FTG FOOTING ( ) (Mandatory) g p q CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TR TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Section R807 Attic Access Code (as amended), the 2015 International Residential Cade (as amended), or the New York City Construction Codes, as applicable, or with other approved COND. CONDITION GAL GAUGE OZ. OUNCETRPL TRIPLE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. CONT. CONTINUOUS CAM GALVANIZED11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling CONST. CONSTRUCTION G.C. GENERAL CONTRACTOR ;/S ONE ROD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. ONE SHELF U.N.O. UNLESS NOTED OTHERWISE Co GEN. GENERAL Z h in stems CTSK. z framing members to the underside of the roof framing members. Section N1104 (R404) Electrical Power and LIg t g Sy COUNTERSUNK GYp, GYPSUM PC POURED CONCRETE T * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCFJUED SPACE OF A FLOOR-CEILING ASSEMBLY, DW1FlSTOPS SHALL BE g opening shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a hallway or other readily N1104.1 R404.1 U htin and equipment Mandato Not less than 90 percent of the permanently Installed lighting fixtures shall contain on C.O. CASED OPENING VERT. VERTICAL INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFFSTOPPING SHALL DIVIDE THE CONCIEN.ED SPACE INTO APPROXIMATELY EQUAL AREAS. g The rough-framedp g y ( Y ) Y Y ( ) 9 9 (Mandatory). P P Y 9 9 �' G.L. PBD• PARTICLE BOARD 6 z co a s CANT. CANTILEVERGLUE LAM V.I.F. VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IIN FLOOR-COLING ASSEMBLIES UNDER THE Z Z Z O Z Z Z N accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). high-efficacy lamps. HGT. HEIGHT PL. PLATE W WASHER FOLLOWING CIRCUMSTANCES: O O_ o_ i= O O z -F,- � Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the C.T. CERAMIC TILE PNL. PANEL access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is Section M1305 Appliance Access C.M. CEILING HORZ. HORIIZOANTAL,HORIZONTALLY W/ WOO FLOOR FRAMING F CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR /2 INCH SUMMEMRS j w ng PWD. PLYWOOD 5 5 g co APP C.M. CROWN MOULD yyp, WOOD MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. Til w Ctl _9 � W � a J located in attics. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED W.W.F. WELDED WIRE FABRIC Irz w W W ab rh U removing permanent construction, other appliances, or arty other piping or ducts not connected to the appliance being inspected, serviced, repaired or HR. HOUR PR. PAIR WO OR W/O WALKOUT Section R902 Fire Classification replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to D PENNY DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WNDW / WINDOW `a 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 roofing shall be installed in service an appliance. HB HOSE BIB PSI POUNDS PER SQ. IN. TYPICAL ROOF & FLOOR TRUSS NOTES: N jurisdictions designated b law as requiring their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. Class A, B and C M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal DBL. DOUBLE PSF POUNDS PER SQ.FT. 1 9 Y q 9 9 ( ) PP 9 PP P P 9 P 9 Y 9 9 DIA DIAMETER I.D. INSIDE DIAMETER P.T. PRESSURE TREATED ' TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL c� roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured INGR. IN GROUND COMPLY WITH ANSI I DIR DIRECTION ANSI/`TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering shall be tested, listed and along the centerline of the passageway from the opening to the appliance. DN DOWN INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel system shall be installed in jurisdictions designated bylaw M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR, DOOR INT. INTERIOR REQ'D REQUIRED INSURE TIGHT FITTING JOINTS. ASSEMBLY TO as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. above the floor in garages. DW DISH WASHER RMS. ROOMS I.S. INSIDE CORNER REF. REFER TO REFERENCE * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. 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 every 45 degree bend and DWT,• DRAWING JT. JOINT REINF. REINFORCING,REINFORCED METHODS OF ERECTING THE TRUSSES, THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE F_ R 905.1.2 An ice borrier water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4' 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and KSI KIPS PER SQUARE INCH LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR W typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or labeled in accordance with UL2158A Exhaust duct size shall comply with code section M1506. HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 F-I higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPUCED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL D., CD than 4:12, entire roof to receive ice & water shield. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping is located less than 1 % * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS OO m R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates that BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. O cover the width of the pipe and the framing member and that extend not less than 4 inches 51 mm to each side of the framing member. Where the W � w slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double P P 9 ( ) 9 U LLT underla menta application is required in accordance with Section R905.1.1. framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member W W Q Y pP q GRAPHIC SYMBOLS R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing member. WORK PERFORMED SHALL. COMPLY WITH THE FOLLOWING: - All general notes unless otherwise noted an Ions or product specifications. Z U o gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of 9 P P P (' penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is the vent terminal. Door stops or closures shall not be installed to obtain this clearance. _ All applicable state d local codes, ordinances and regulations if any. ® STRUCTURAL CALL. REFERENCE In areas where the drawings do not address methodology, the contractor shall be bound to perform strict9 - less than '/. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any XX W u R 905.2.8.3 sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flushing and shall be not less than 4 door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground DETAIL REFERENCE compliance with manufacturer's specifications and / or recommendations. 0 w . inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof level. XX v FLOOR FINISH CHANGE - General contractors and subcontractors to review these construction documents upon receipt from architect ❑ or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on The vent terminal u a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening `` and report any and all discrepancies including any dimensional conflicts, immediately to architect for Z the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 Inch vent provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be termination clearance. corrective measures prior to construction. W provided in accordance with Section R7 se fl .2. 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 from any air opening into O DOOR � HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. _J r � Of 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 the building. XX - - - XX BUILDING SECTION - The general notes and typical details apply throughout the job unless otherwise noted or shown. I'_ v � overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than ,4 inch (6.4 mm) below the roof sheathing XX XX - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the H } and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Section G2439 (614) Clothes Dryer Exhaust #�--- PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper z as v adjustment before proceeding with the work. ; � deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all Z qQ v over the dripedge along eaves and under the drip edge along rake edges. other ems and shall convey the moisture and an products of combustion to the outside of the building. - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their 9 9 P 9 9 9 eY Y P 9 C� o o rn R 1001.1 Mason fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 G2439.4 614.5 Der exhaust duct ower ventilators. Domestic dryer exhaust duct ower ventilators shall be listed and labeled to UL 705 for use in dryer exhaust construction shall be of the same character as for similar conditions that are shown or noted elsewhere on Masonry P Y ( ) Dryer P ry P ry and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. the construction document set. W " ' "" 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 - All work is to be performed in a professional manner and in accordance with best practice and consistent RED q than 3 feet above the highest point where the chimney passes through the roof. Section P2607 Waterproofing of Openings with manufacturer's and suppliers recommended installation procedures. 0 511 _ C,y P penetrating pipe P 9 PP 9 PP - The architect has not been retained to perform framing inspections and / or field inspection. The architect H C�� pE3ERT ij P2607.1 Pipes enetratin roofs. Where a I e enetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed Q FI <� Section R1004 Factory-Built Fireplaces in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing . vim'• �.n, �' n� R 1004.1 Factory built fireplaces shall be listed and Labeled and shall be installed in accordance with the conditions of the listing. Factory internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. with respect to the construction documents. O _,'., a ' built fireplaces shall be tested in accordance with UL 127. R 10004.5 Gasketed fireplace doors. A Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A s' system has been specifically tested, listed and labeled for such use in accordance with UL 127. VIOLATION OF THE LAW FOR A A "j R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room NY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. I'll '`_�.3*;�r is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. �� 23810 O Energy Efficiency 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 J N E-F2 cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 016023 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 29 _' UNIT 3 0 CO "I' 2 SHEET NUMBER MODEL B- 2 ALT- 2 MODEL B- 1 1 Z C ) ( 5 ) z W I I I I 01 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, 65-40 X 24■MN. CONNECT KING STUDS TO TOP PLATT= ATTACH TO EACH PAR GS-7o X 4+f'MIN GF OTO"RAFTERS ROOF FRAMING WRAP I-(/4'X22 6A 6ALV.COIL STRAP OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb W E ATTACH TO EACH PAR 2x AGQ LEDGER W/2-3/8"x5"lA6 CRIPPLE STUDS � o 00 6r OPPOSN6 RAMM R DBL TOP PLATE Ib'O.G. q y RGHGf �PLAN BOLTS o Ib"OG INTO STUDS 0 � PLAN 2X BLOGKIN6 O 4-1 51MP50N 5TRON6-TIE A35 o EVERY RR AT 2 END BAYS V 2X4 STUD WALL OR 51A'C�ON STRONG sbPSt STRONlG - - CEILIN6 J015T OR 6ABLE65�END AR _O TRUSS � N 0 -TE I �� . TRU55 BOTTOM CHORD SIMP50N H2 COI�GTOR o EA 1d SIMPSON STRONfrTE HI2 8D IHAllS SIMPSON STRONG-TIE `rf. f'- T � N Np, 8d NAILS TYP. RIDES STRAPS SARI 1X=ATTAm TO EACH PAR OF OPP05N6 RIPT13Z9. ALTERNATE TO RIDGE STRAP: H3 o EVERY RR RAFTER TO STUD AND KINGS U �••' � Y NFI�15T1Ar NO ItD6E 5TRM5 ARE Nor WtBd GA1Ht PEs Gf PROVIDE 2x4 DOLLAR TIE AT (WHEN ALIGNED) •I� U > °i FOR USE W Bl STUDS AND USE IN GON6INATION ONL My 4-10d AT EACH RAFTER) 65-22 STRAP AT F- N NOMINAL 0 OR 4X,4 LLNUR ARE LOGATEP N THE UPPER MW OF THE UPPER THIRD of TIE Arne SPADE ♦U•1 p N} I ,RAPT8 6 AU6N -RAFTIxR�J DO NOT ALI6H ATTIC SPACE AND ATTAG#fD TO EACH PAR GF RAFTERS W/k IOd NAILS EACH STUD,SEE U) '� m�?Z - U L � ea� LSU26 FOR 2xb DETAIL 4 � Z LSU28 FOR 2x8,2x10,OR 2x12 O Q W c M U y4 FRAMED 6 U _ M co WI OR ❑ (� -RID GE STRAP DETAIL / �RI DGE STRAP DETAIL 51MI°SON EVERY 2x4 OR 2xb oR DOOR �/ (FOR GATH.CLC75 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28 o EVERY GJ STUDS H9 16"O.G. NO SPECIAL FT a 2x AGO LEDGER W/3/8'x5'LAG, CONNECTORS oo'car. 2 N.T5. LOCATE AT // 3 IJ.TS. L OGAI E AT EVERY RAFT132 BOLT o Ib"OG INTO STUDS STRAPPING TO BE 1-114'X 22 6A '- SIMPSON STRONG 51oP�'ON)STRON!<� IN THIS AREA 6ALV.,SEE DETAIL 4/01.ALL STRAPPING TE LTs '�HA / GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. SMISM SrRft bD NALS re 3 w MAY t-uw r1 REELED / PORCH ROOF ­TE*ORNOS MVrffATIft15UV. 8D NAILS M. / FOR U5E WPI STUDS M USE IN CONATION ONLY W1ET(STUDS AND 1 O 55 RALPP I NC DETAIL I I DETAIL AT ATTIC 'RAFf�RS ALIGN `RAFTERS 00 NOT ALIGN �^ N.TS. Z O STRAPPING TO RUN ONTO RIM JOIST,SEE DETAIL q/DI(ONE STORY)OR ONTO STUD (� AT WALL BELOW(TWO STORY) ROOF RAFTER BURR I DANE TIES\\\ • • • 02T-PLOCATED AT EVERY ROOF RAFTER \ \ ATT I G o • 5T�RAPP I NC DETAIL U ' P05r CAP agl,�4, �z FOR FRAME GONNE:GTI ONS o ' IIs`�A A BDS DI N.T5. o m 2ND FLOOR '- Ln M5TG4bli3 �� // STRAP OR PRI r-­MR4x)2x PROVIDE 3"X341)(31 WASHER PLATE AT ALL ANCHOR BOLTS 4-Ibd FADE NAILS FROM Z \V I M5TG4ba3 SECURED BY WOOD SILL PLATES. KING STUD INTO HEADER ❑ JJ // COLUMN P05T TOP ANCHOR PIS-W 51MP50N PA13 OR 5B ANCHOR BOLTS MAY BE USED IN LIEU OF STRAP START NU s THREADED ROD W/WASHER PLATE. 1•iy ENP IMTH / N.T..Ae• LACATE AT EVERY COLUMN/6tRD1'R CONQCCTION H/r LP� PROVIDE 3"1'X036'6ALV.5TEEL PLATE W/ p'MN / EW Gf STID b-8D NAILS AT CORNERS AND INTERSEGT1N6 (A)NAILS MN N NAILS WALLS. 3'X12"X/3616ALV.STEEL PLATE W/ R'LENGTH(fYP) I \ r �NO� 12-8D NAILS AT AT BUTT JOINTS IN STRAIGHT SIMPSON L5TAI2 STRAP W/ 7 (LEAK SPAN \ I T Rip WALLS WARE THERE SINGLE PLATE OR HEADER 5-I00 NAILS EACH END AT ►�-1 2Xb KING STUDS(URN): EACH JACK STUD ONE AT SPANS UP TO b FEET AJr LBN6TN \ NAIL � 24'MINIMUM LAP SPLICE TWO FOR SPAN5 6 TO 12 FEETFROZE O 2-T/8 5/8"P A307 ROD THREADED b"BOTH ENDS. THREE FOR SPANS 12 To 16 FEET 2X6 JACK ATUD5�ALN): MN RAE-6BIr 3/4'AND I'ROD AT 51MP50N STEEL 5TRON6 WALL,5EE PLANS 12-IGD MIN.NAILS P15r*a 6F BOTTOM ,/a THREE AT SPANS>12' w BD LENGTH IST FLOOR� NAILS AT ALL SPLICES TWD AT SPANS FROM b'TO 12' W • SIMPSON POST BASE �`+ UNLESS NOTED OTHERWISE ON PLAN U (k)MALS MN N I ABU44 OR AB1166,SET=PLAN 2'X3/8"X31 WASHER PL W/t�9.1'f EACH SIDE U r U16TH 0?) CS-22 COIL STRAP I UPPER STORY SHEAR m V ( 1 _ WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL ® EXTERIOR WALL ❑ W FLOOR TO FLOOR TI E5 i -- BELOW CONNECTION HDU HOLD-DOWNS AND STRONG WALL LOGATEDATEVERYSTUD I �\ 1n'mHOOKED ANIGHI0R130LTw/T FOR SET BACK WALLS DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION I FOUNDATION MINIMUM B ti3EfJh1ENT OR EXPANSION 1.7 N.TS. 14- NOTE:- 1 16 COL 5TWw5 11N7Eit SIfAT}W6 PROVIDE bd COI�f✓GN(ON x 15 Lft)W�LS I \ BOLT Wr 5'MINIMUM EH>BEDrENr N.T.S. �Ta N.T.S. COL STRAPS M S UTIM FROZE.10d COtrl,HOld(0131 x 3"LONG)NAI5. I \\ \\\ 6 COLUMN POST BOTTOM ANGHOR ALLOWABLE HOLES - I \ N.TS. LOCATE AT E1/ERY GOLIIMW 6FRDi6t GOMEGTION �•Ht�ANrLtI� (n To MAT VA2Y JW 8D NAIL o b'O/G AT ALL PANEL ED6E5 160 NAIL o 24"O/G F- U \ rye N Nus rae wva IOD NAIL a 24"0/G LVL Headers and Beams Z As IM WI HIP RAFTER, � 058 OR PLYWOOD LL1 51MP50N HGP HIP 5HEATHIN6 Microllam® LVL DED AT E05 OF (4)NALs MIN N H:La H:<rr� CORNER TIE SEE PLAN INTERIOR 1.3E TimberStrand® and NOTE:WHERE 24'WIDE MINIMUM FILL HE16HT I D"LE WTn LSL hole zone Parallam®PSL 2 gest hole the ) depth U BRACED WALL u�800HH MAY I �� - hole zo larr est hole minimum 0 BE ELIMINATED. PROVIDE TWO(ONE AT EACH I_WV MIN Ir L EI'm(MN) 51M CS•22 STRAPS PER DETAIL 4 IN LIEU OF I SSI PSS OF KASHER j 8D NAIL®b'0/G - LSTA36 STRAPS SHOWN IN 1HE DETAIL NAIL SHFATHIN6 TO ° o AT ALL PANEL EDGES INTERIOR d SILL PLATE W/8d 2X AC2 SILL PLATE. DOUBLE - T NAILS O 410/G SILL AT FULL BASEMENTS ° EXT7=8108 GYPSUM BOARD ° - - - - - - -- rr. 00 0 SD NAIL 6 12'0/G AT ALL Microllam® LVL and 5/8 DIA STEEL ANCHOR Parallam®PSL J T'MINIMIM 80LT5 MAK 2',8'O G- - -- - - Ix a MT vxtfY EMBEDMENT EXTEND BOLTS MIN.T'INTO CS-22 COIL STRAP J�CHc STRAP To PA'U MEMBERS NOT AT PANEL EDGES FD1H WITH T6HTETED NIT t MAN. allowed hole zone 3'x 3'WASHER TO EACH BOLT. (2)1 x i ACQ 5hfxrON LTP4 PLATE NIALFD TO ■ middleY3 span PROVIDE TERMITE SHIELD SILL AT IMM COL SIRM 15/32 058 OR L5rA36 w Io-1od NAILS %4 GDNnwous BAR SILL RATE RM ARI SILL PIArE a�o/G AT ractl HLM`fHt wIH3E INSIDE CORNER OUTSIDE CORNER SEAL AND MAINTAIN 8 MIN INTO STUD ABOVE AND LOCATED 2'To 6' FROM hU TO FINISHED GRADE y�y,qp���r5, Pl-YVd00D 51iFATHIN6 d 1.3E TimberStrand® LSL allowed hole zone d r BELOW(2 EACH GORNERjI FROM TOP OF WALL_ uj Tall=2,geox NOTE, N4 AS MR T*LE e._p WrCM PLAN VIEW PLAN VIEW COIL STRAPS UNDER SHFATHNH6 PROVIDE:8d COMMON(0.131 x 25'LANG)NAILS.COIL T " IN C1 � � N Lq General Notes a N N N M ti � N �; EXTERIOR WALL TOP o N N CO M CO SEE FOUNDATION PLAN STRAPS 0V132 SFEATHINI6 PROVIDE:Lod COMMON(0.131 x 3'LONG)NAILS. EXTERIOR G�t-�fy,IGl7 HEADER MAxlnnuM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OVER OR FAL5E VALLEY (� NER DEPTH HOLE SIZE headers and beams only. 5TORY GORNER GONNEGTOR5 �NT: ICAL ANGHOR BOLT @j,'.TUD TO RIM JOIST TO 51 LL PLATE 5T-RAPPIN( DETAIL PLATE HIP GONNEGTION WALL FRAMING 4Y • Round holes only �-. �.� 5Y21%4" • No holes in cantilevers. (f?nd .TS. LOCATED AT EVERY GORI4 8 LOCATION A5 NOTt32 LOCATE AT EVERY STUD I1•T5• I 1 �Tg• I N.T.5. ��N.TS. 7Y4"to 20" 2" • No holes in headers or beams in plank orientation. See Illustration for Allowed Hole Zone DO NOT cut,notch Or drill holes in headers except as to Indicated in Illustrations g z a. A MINIMUM OF TWO BRACED WALL LINES OIL)AHRE FraWE 7 IN EACH DIRECTION OF A BUILDING. OWLS SHALL NOT BE SPA E12 l7QCN1tD STRAP M�WALL QrATt�16 IND WALL SFGITtN6 and tables. � 13- Z g MORE THAN H5O FT APART. WALLS WTHIN A BNL SERI.NOT BE OFFSET BY MORE TWW 4 FST PROM A OWL BNL LOCATIONS ARE TO Top fat PaNY WALL f U`+� n n z co z z co Z N m+om THA ON FLOOR PLANS, N47€ -'��I I TD TGP 6F PGNY W/LL f U5® v7 in v7 ¢ ul vl (L ¢ � W w HY Ir eb a5 0 2 FT MAX PONY WALL MAY BE I I z�MAX PONY WALL MAY BE I w w � � Z a N 3 shP50N DITIZ tIGLDOA?N AT Gs-MJE:P DR�1Gf� A BRACED WALL PANEL tl3l^IP)SHALL BEEIN WITHIN 10 FIS=T OF FJ�GFI END OF A BW_ THE D15TANC.E BETWEEN ADJA,GENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WALL t w PAPlE1 S(TYPE A)tVU AS EDSE5 OF BNP'S SHALL NOT BE OREATER THAN 20 FEET. THF32E SNAIL BE A MINIMUM OF TWO BW ON EACH OWL EXCEPT AT ®I AT WACED WNL PETALS G AND R WN-1-5(16 FEET LONG MAY HAVE ONE 48'OR LONSE'IR BNP. BVD" AiRE TYPIG:AILY G5-W5P SHEATHED BRACED WALL PANELS `O ® MYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BNP TYPES A / 3 V2'WDE LVL+HEADER(SEE PLANT c ® b-10D NAILS AT II AND B Do NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BW 15 REQUIRED. CONTINUOUS TO oUPSIDE OF PANE- N ® BWP TYPES ARE INDICATED ON FLOOR PLANS. N ® 3/8'0 THREADED ROD Z z ® C,5-WR CONTINUOUSLY 5HEATHED BRACED WALL PANELS(TYPE A)5FW L Mf3=T NOTE:WHERE 24'WIDE MNIM1Ni RILL HEIGHT TEE MIFUMJt4 OF TABLE-Rb02.m. NAIL�'MINIMUM KALL., CONTINUOUS IIVi MIN DEEP HEADER TO CONTINUOUS 114 MIN DEB'HEADER TO WALL RETURN IS PROVIDED AT E05 OF 5H'-ATHING NTH 8d NAILS•6'0/0(ED5M AND L2'OK.(FAD)AND PROVIDE 2X OUTSIDE KING STUD(5)�PLAN) Q OUTSIDE KING STUD(5�PLAN Q PMH �E GS-WSP BRACED WALL LINE THE 8" BLOCKING AT ALL UNSUPPIORTED PARI.E 06M PROVIDE 600 PC"HOLDOWN FASTEN jSHEATHING To HEADER WA j� FASTEN J5HEATHI%TO HEADER WA *Sj Z HOLD"MAY BE ELIMINATED. PeR DETAIL 14 OR 20 AT ENDS OF BRACED WALL LUES THAT DO NOT WIVE 80 NAILS a 310/6 IN EACH 01-11ON 8D NAILS a 3'0/6 IN EACH DIRECTION W ETf�A 24'MNMILH FULL HFI6FIT WALL RETURN OR A 48'MINIMUM BNP. SIMPSON LSTA24 STRAP ON BOTH SIDES AID SIMPSON LSTA24 STRAP ON UNSHEATHED TRIM TOP OF PANE.AS RWID C07 EACH OF HEADER TO JACK STIR Wl III NAILS FACE W/II NAILS O T T TABLE 8602.105 MINIMUM LENGTH REQUIREMENTS OF GS-WSP FASTEN TOP PLATE To HEADER W/2 Z FASTEN TOP PLATE TO HEADER W/2 F- PORTAL STRAP`I/2'/FROM EDGE ON 'J GONTINUOU5LY SHEATHED BRACED WALL PALLS WALL MIN PANEL BOTH 5S E5(4 5/pP5 PER PAM) W Q w ROWS OF Ibd NAILS a 3b/G ROWS of I6d NAILS a 3b/G z WALL AJAGENT CLEAR MINIMUM LENGTH OF Q Q Y HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL v HEIGHT(FT) WIDTH'L' W w PANS.5HALL HAVE A LENGTH V OF NOT PANEL SHALL HAI A LJ N6TH 1 OF NOT IMP90N CM COUPLER NUT <64' 24' LE55 THAN 16"FOR b PT WALL„18'FOR 4 LESS THAN IV FOR ONE STORY AND 24'FOR $ 64'TO 80' 32' FT WALL,AND 20"FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION q 32' SIMPSONSHSBZ U 80'TO q6" 36'* x PLAN FOR ACTUAL LE3NST14 x SEE PLAN FOR ACTUAL LEN6TH 10 34' PANE.,VERIFYSPANEL 15 PLUMB Z 641 2-►' GYPSUM BOARD "6B"BRACED WALL PANELS(TYPE B)SHALL BE Q Q II 38' FF�� r 4 (2))AGK STIRS MIN OR PER PL4N (ZJ JACK STUDS MIN OR PER PLAN BOTH ENDS OF HEADER Q 1� 3/8'4,ANCHOR BOLT OR q 64'TO 80' 30' 48'WtaMIM IN LeNsm ON BOTH SIDES OF WALL PER TABLE 12 42' NOTE:DETAIL APPLIES TO w • ADHESIVE ANCHOR 80"TO lib- 41' `RG02JOS. 5EGtlRE15'&YP.>1R•1 BOARD NTH HJd GOOL132 NAILS, (641 30' Agl5'X IIb'6YPSUIHI BD NAILS,OR Aq8'X 1%'ANNULARR IO 64"TO 80' 30' NAILS O TONG OASES)AND-1'0/G(FIELD). BLOCKING 15 NOT � � rLi 80'TO 0' 38" `TmallIRED AT UNSUPPORTED PNB_876M WHEN PANES ARE BLOCKING AT PANEL EDGES913LOGKIN6 AT PANEL W15I (V ❑ /t INSTALLED HORIZONTALLY. PROVIDE JOIST OR 7RL%OR RAJ. 'Partial credit for panels 36'to 48"wide per 8602.10.52 HEIGHT 131 OOK1N6 DIRECTLY/WOVE AND BELOW TYPE B WAILS. . :: _ TYPICAL HOEDOWN DETAIL AT ONE JACK AND KING STUDS ONE JACK AND KING STUD' BLOCKING AT PANEL ED�6E5 L EQUAL TO ui c� CONTINUOUSLY SHEATHED WOOD TWO KING sums or > I2" CD FASTEN 7116'5FEATH%TO EACH STUD FA51@H 7/16'51HEATHN6 TO EACH STIR A STUCTU RAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" - TYPE B AND SILL W 6D C MMON NAILS a 310/G AND SILL W/8D COMMON"LS o 310/6 Z m FRAMED FLOOR FASTEN'VI6"SHEATHIN5 TO STUD 1 NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W 8d NAILS O 4'0/0 Z N.T5. PORTAL DETAIL"A"ONLY APPLIES SIMP50N HHDU5 HOLD"W/14 V4'SDS TO 2 FT TO 18 FT WIDE OPENINGS. SIMPSON HDU2 HOEDOWN W/b I/4 OF TABLE 602.103(1)BRAC REQUIREMENTS BA5FJ7 ON 140MPH TABLE 602.10 3(2)WIND ADJUSTMENT TO 5CRE951N DOUBLE END STUD 5D5 SCREWS IF O FLOOR ABOVE. -D co HDU4 HIOID04AI W/10 V4'SD5 _ HIND 5F't3=D,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-I/2'0 ANCHOR BOLT OR EXPANSION 5GR8l5 IF FLOOR ABOVE. PANE TO 51T DIRECTLY TI TOP LL �. CONCRETE FOUNDATION WALL W /�. � =_ fC. BOLT WITH 2" X4{6'PL WASHER 5 I \ SIMPI DT nZ HAl1�NM AT C6-W�6RA61`D WALL HEIGHTS,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT OVER V2"0 AWSI HOR OR EXPANSION BOLT U &\ Gg�RT,,H y/� WALL EDD PANES(TYPE A)EDU AS REQUR® � F DONT BASED ON SUPPORTING FACTOR $4 BAR CONT IN TOP OF CONCRETE 2-1/2'0 ANCHOR OR EXPANSION BOLT AT t><RA(H�WALL DETAILS G AND D. STORY BNL 5PAGING METHOD 6B CONCRETE >r4 BAR DONT IN TOP OF CONCRETE �nE U ® TOP 10' SHEA5 IN6 55' EXP05URE GATE-GORY ONE STORY D 15 FOUNDATION #4 BAR CONT IN TOP AND BOTTOM �~ FOUNDATION FOUNDATION 0 5-k'1D NAILS AT DTTIZ PAB6-IB ANCHOR BOLT OR 3'e�D� OF GONGRETE FOUNDATION 51MP50N 581/8X24 OR PABi-18 ANCHOR � � /� EXPOSURE CATEGORY TWO STORY G 13 ROD W/WASHER PLATE,SE DETAIL 15/71 PARS 18 ANGHHOR BOLT OR 3e THREADED FjCP05URE CATF-60RY TWO STORY D Ib EXTEND WALL SHEATHING OVER RIM JOIST BOLT OR Ye'THREADED ROD, W m TOP 20' $.0' 10.0' OVER ROD W WASHER PLATE,SEE DETAIL 15/71 5 DETAIL 15/DI .0 TOP 30' 7.0' 145' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANE.E06E U FRAMED yNAll PORTAL DETAIL"B'ONLY APPLIES TO b FT TO 18 FT WIDE OPENINGS. CD 023 ROOF LAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48'TOWARDS R602.10.3(U MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS 810\(�I� TOP 40' q.0' 185' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REGUIREMENTS FOR BRACED WALL PANELS AT ENRAGED WALL LIENEE,. PMLL TO BE GONlTRIBl11 IN6 LENGTH aF 4B'TOWARDS R602.Io9(IJ MINIMUM LENS 51MP50N STRONG WN1 REQUIRES EN6INt33zED DESIGN To ❑ pF N F V TO DETERMINE PANEL SIZE AND ANCAHOR BOLTS FOR }ROOF SAVE TO RIDGE ROOF+I FLOOR 20 FT 13 USED ON F1IR5T FiOpR/PPI IGAITION 011Y. REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. \� TOP 50' 11.0' 23.0' ROOF HAVE To RIDGE ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL DE916N WID LARD APD CONDmON • I I G^ ROOF F1+VE TO RIDGE ROOF+2 FLOOR 20 FT NP . . .........................I........................ TOP W' 13.0' Z5' i� �i JOB NUMBER WALL HEIGHT ANY STORY BFT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABW SIMPSON STRONG WALL 3/8'0 ANCHOR BOLT OR WALL HEIGHT ANY STORY 4 FT OA5 ADHESIVE ANCHOR BOTTOM OF 2 l0 5.0 105 WALL HEIGHT ANY STORY N FT IDS C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E D�TO - TYPE F 2016023 BOTTOM OF 2 20' q.0' Iq.O' WALL HEIGHT ANY STORY 12 FT I.I 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 NOALIE PER ENGINEERED METHOD W •e o b., .. H N EER OF BML PER PLAN DIRECTION AT STORY 3 1.3 °a BOTTOM OF 2 30 13.0 715 Nle OF BW.PER PLAN DIREGTON AT STORY 4 1.45 Q SHEET NUMBER N11,BER OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE Ib BOTTOM OF 2 I1.01 ID' BRACED WALL PANEL DETAILS GYP E3D FINISH OMITtED FROM INSIDE FADE OF BHP 1.4 HOLDOI�N DETAIL AT SLAB 130TTOM of 2 50' 2I.o' 44.o' APPLIES TO METHOD C5-WSP ONLY 21 Z 2O 525,N.TS• BOTTOM OF 2 60' 25.0' GYP E UNIT 2 9 (B- 2 ALT- 2 ) UNIT 3 0 (MODIEL B- 1 1FASTENING ANY STORY 4"O,G Q,APPLIES TO METHOD 6B ONLY - NOT TO SCALE U) W COPYRIGHT GRCH ARCHITEOURE P.C. 2017: ALL RIGHTS RESERVED I � I • 'II • !•Iii/ _ _ _ _ MOW VA HIM - • ♦ - - - - - - - -- _ -.• .. _ _ - _ _ - ► • /LQrII!L/!/.r/� fps� _ .• - r ' �\®.+A�. `r :• r • � Ate. 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EXPOSED LOW GDRARE AT TEMPERATURES OF LINE OF 6ARA6E 40°F(50G)OR HIGHER ROOF BEYOND Ix8 FASCIA BD. FLUSH ROOFS �t 8"AZEK b" FRIEZE BD. OH BEDRM#2 I._p" BATH#2 — - _ __ _ _ _ GREAT ROOM Z PLATE HT. - - — OH. PLATE HT. mullS*Z luau PLATE HT.I TTI NOTE-. O _ _ I'-4" APPLY ICE t WATER 5FNELD IN V IFMEN THE AIR DEGK AND OH I I I iTT _ u ...I l_ hH 6RANE ARE AT I I I j -- I I TEMPERATURES OF 40°F(5°G) (n \ i t I i I HIGHER Z O I I i 10" SQUARE HB�6 DERMA U $ 1 I I I I I FASCIA BOARD AZEK SOFFIT ti EXTERIOR KALI �—� 82-) BOARD W/Z"GOPIi. -HARDIPLANK 5HIN6LE 51DIN6 1 1 I I o CAST COLUMN #46382 W/ I I O I I I I I I Q VENTING OR VENTED LL -7/I6"K O SHEATHING i i i Q - I I SQUARE FLAT GAP I _ TYVEK OR EQUAL o _ � BASE (OR EQUAL) - I I - VINYL SOFFIT - " � Q II II � II I , z m -2xb WCOD STUDS® I6 O.G. = I I I --- CORNER COLUMN TO BE I I T -6"R-21 BATTS i -_ PROVIDED W/SPLIT KIT i DETAIL E] `� J I I i i I I I I I I I I I W FIN. 1ST FLOOR i i I - - - - „ , „ _ I I I I I _ FIN. IST f100R SCALE: 1 1/2 = 1 -0 _ l �-'� 1 2 10" SQUARE NBdC DERMA I I bxb P.T.P05T WITH CAST GOL"#4b3&2 Wl I I SIMPSON 8652-3/6 I I I I T " SQUARE FLAIT GAP 4 I ( P05T GAP ANCHOR t I I I I I O 0% WALL® 6ARAISE I BASE (ORE Ala - 51MP50N ABUbb I I I I WALL® GARAGE a W P05T BASE(TYP- BEYOND BEYOND GORNER GO UMN TO BE W b I ( PROVIDED SPLIT KIT I I ALL COLUMNS) I I I I I FDI o I I I I I i BASEMENT I ( I I I I I I - I - _ - _I - BA5EME - - - - - - - - - - - - - - -rl- - - - - - -rl- - - - - - - T1 - - - - - - - - - - TJ - - - - - - - - - - - - - - - - - - - - - -, - - - - - - -- - - - - - -_ - - - - -- - - - - - - - - - - - - - U L - - - - - - - - - -J- - - - - - - -L - - - - - - - L - -- - - - - - - - L - - - - - - - - - - - - - - - - - - - - - -1- - - - - - -- --1 - - - - - - - J - - - - - - -1- - - - - - - - - - - - - -1 (� RIGHT END ELEVATION c UNIT 2 9 I/4" _ -0" w U B - 2 (ALT- 2 ) MAGNOLIA U O D SELF FLASHING �- m STANDING SEAM METAL GHA5E GAP /� pq II\ ��I�IILI�� 6" TRIM GAP r - - - RIDGE VENT W04 r� ti 00 F- ri o � •- cti r- -- Q N N N M h t0 rr OPTIONAL WOOD 12 GHA5E WITH METAL t b GAP AND GULTURED 12 INSTALL ICE I WATER SHIELD -i PER MANUFACTURER'S STONE VENEER — DORMER 12 SPECIFICATIONS TO MAINTAIN LINE OF ROOF -- -� -- - �.` - --y�-112 PRODUCT WARRANTY __. �- --' - z BEYOND® . :, ,._ w , z z NOTE: RIDGE VENT BEDROOM#2 = - m a g Z Z Z O Z Z e6 z co co c N APPLY ICE t WATER SHIELD IN RIDGE VENT z 0 z F o z z FAIR WEATHER WHEN THE AIR -_ _ _ _ - - - 0 N :5 a ROOF DECK AND MEMBRANE 12 w r N ARE AT TEMPERATURES OF Q w Ix w w x w a5 a6 U 40°F(5°C)OR H16HER. 2 - - I_p co = FLU5H ROOFS 9 12 12 q BI-I GABLE N QJ OH. p llJ N - W 2 Ix8 FASCIA BD. PORCH PLATE HT. an nn 8"AZEK �'- . F- IM.BEDRO_OM I-4 PLATE HT. 0 I I OH. OJ m J I i i i PVG 5HUT1ER5 WITH FIXED O Y I I I 1 1 HINGES. WIDTH OF W w x = I I $ = i i SHUTTER TO BE HALF Z U o -IF J I II WIDTH OF WINDOW. 0. 52-1 = � I I I I 2020 NYSRG- 6242-1.8 (503.8 4 VENTING 5Y5TEM TERMINATION LOCATION: - I - ° I I I ° EXTERIOR WALL 4 W w " THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH I � i i i i 4 Q -HARDIPLANK 5HIN6LE SIDING O AN INPUT OF Iop00 BTU PER HOUR(FKH)OR LESS SHALL i i i `� © -TYVEK OR EQUAL BE LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A I I I -7/Ib"05B 5FEATHIN6 W BUILDING,AND 5"AN APPLIANCE WITH AN INPUT OVER i iT_TrT7 LE -2x6 WOOD 5T1A5® I6"O.G. x uj 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER I I -6"R-21 BATTS HOUR SHALL BE INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE, FIN. 1ST FLOOR I_ _ _ _ _ - i i li _ - _ FIN.IST FL_ z } AND AN APPLIANCE WITH AN - - - � m INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST J A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE AZEK TRIM WALL® BEDROOM I I I I� (� -� co LOCATED AT LEAST 12"ABOVE GRADE. ALL SIDES 12" SQUARE HBG DERMA CAST WALL® GARAGE I � r � � 4 �- I #2 BEYOND I I I I I COLUMN W/SQUARE FLAT GAP BEYOND I W cy I 1 Ix4 Azo TRIM bxb P.T.POST WITH I II d BASE (OR EQUAL) -GORNER I of ' �o�ERT P05T GAP ANGHOR s I -L II COLUMN TO BE PROVIDED W/ I Ch 7 �. i I I 51MP50N AB%b I BREAK II SPLIT KIT 2020 NYSRG- 8312.2.1 FDI POST BASE ALL GOLUMN5) IN DWELLIN6 UNITS,WHERE THE TOP OF THE SILL OF AN I I I 1 I it OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24 ABOVE THE FIN15HED FLOOR AND 6R.EATER THAN 72" U ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW 02 3810 yp� ON THE EXTERIOR OF THE BUILDING,THE OPERABLE F' �I WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: I I I I I II ❑ \ N OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER BASEMENT - - - - L- - - - - -- 1 - - - -- - - - - - - - - - - -- - - - - -- - - - - --I - - - - - - SPHERETOPA55THROU6HTT-EOPENIN61NIT5LAR6E5T �- - - - - - - - - - - - - --- - - - T'- � I I T- - - - - - - -- - - - - - - - - -- - - - - - - - - - - -- - �- OPENED POSITION. L- - - - - - - - - - - - - --- - - - U- - -- - - - -- - - -- -I- - - -- - - - - - - - - - - --I- - - - - - - - - - -- 1-- - - - - - - -- - - - - - - - - - - - - -- - - - - - - -- - - --J JOB NUMBER *FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2090 w 2016023 (THE WINDOW OPENIN6 CONTROL DEVICE AFTER LEFT ENI ELEVATION OPERATION To RELEASE THE CONTROL DEVICE UNIT 30 ( 15 ' PORCH) ALL°WING THE WINDOW O FULLY OPEN,SHALL NOT ��4" _ �'-o" UNITS 2 9 (MODEL B- 2 DUET CLUSTER a SHEET NUMBER REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.7 SQUARE FEET. MODEL B - I (INKBERRY)- _ 0 B - l . l 2 ) 8� 3 0 (MODEL B 1 15 ) ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE: P.C. 2017: ALL RIGHTS RESERVED -I-II_2n A , 2 HR 5EPERATION F- �✓ 22149" HAL PER UL#336 14'-6" II'-2" 13'-0" W E 8 -� - - - - - - BA 5 A Q � U 16 w m CREEK WALL I B2-5 O 1 ~ 4--; ti UNIT 2q I L- o rn c`a 2 0 � ■�•■� U > ° — "a.25 8 8" i- e 2� I " 15-S 5-3 4-4 M.O.2'-0" I'-5" 5'-1" 5-1 I-54-4 M.O. x 1 1' 141-11" 10'-0" Sn 12'-1011 II z Z Ln - UNEXGAV. OV Q w M 4'P.G.5LAB WITH 6x6, _ I = � N co q 2 " 10/10 w.w.M.OR FIBERME5H. V � °D 1 FD1 S b MIN.3500 P51 GONG. - I M U EXGAV. FDI ------ I 4"P.G.SLAB WITH 6 6, HD o a 10/10 W.M.OR FI '� HD o MIN.35 P51 GON . �r E6RE55 KINDOW p rn q I HD r m 2x12 FLOOR J015T5 FDI --- 6 16'O.G. Q 2"x 10" SEAT Z 811 11_0„ � � O 1 H 4"WIDE JOIST � � U SEAT.T.O.SEAT 811 r — FD1 II OI ELEV= Q J Y H „ n I r------- f V 2x10 Q 5LAB SEAT Q Q I FD 1 '- Q 2 P.G.FOUNDATION WALL z - HD „ _ ,1 4 " WITH DAMPROOFIN6 ON - - - 8 ( 14 8 q 4 FDI 13-2 24"x 12"P.G.FOOTING 10" 2'-0" OU FID - - - - -10 WINDOW I `r I I I Q O Q Ln N p 10"P.G.FOUNDATION I 4 12"P.G.FOUNDATION µ HD WALL WITH DAMPROOFING ��ll r DIRECT VENT HEATING EQUIP. M 2'-0" 7 WITH DAMPROOFING N N I = _ _-- _ _ _ _ ON 20"x Io"P.G.FOOTIN6 I ON "x 30"x "AJIU N APPLIANCE CLEARANCE Hp O l r J I D PG APPLIANCES SHALL BE INST FD1 24"x 12'P.G.FOOTIN - - I -T.O.W.ELEV. = D-0 FT N ,N� - j WITH THE GLEARANGE5 FR M Iroppoppoppoppoll 4'WIDE m 10 141-411 (2)2X10 P.T. 23,-0"I ( o ( L I i UNPROTECTED GOMBU5TI5LE 1 11 — 1 I Qji MATERIAL5 AS INDICATED ON� J015T SEAT. r 7 LI I �® L JrAPPLi Ac1EUR1.R' 5 NSALIAND '"J�TTrE iN l)Iwo _ W r'I I DIRECT VENT HEATING EQUIP. 4 WIDE N I APPLIANCE CLEARANCE APPLIANGE5 �_ J015T SEAT. I I FW' I I .00 00 INSTRUGTIOIF I � I ip SHALL BE IN5TALLED WITH THE 9, TOW.ELEV= (-)I'-I " I 2 Q 7 �poppoppoll 4 WIDE I I I I GLEARANGE5 FROM UNPROTECTED o I I I I ( I ( o Q PROVIDE FRE5H AIR INTA N J015T SEAT. I ( GOMElU5T1BLE MATERIALS A5 Ca TO MEGH EQUIP PER GO ~� TOW.ELEV=(-)I'-I " ( I� 1 INDICATED ON THE APPLIANCE LABEL u, �i ® I �' �? 2x12 FLOOR JOISTS J J 2x12 FLOOR J01 T5 AND IN THE MANUFACTURERS �+ _ O L - X N - ® i ` ® I6`O.G. ® Ib"O.G. 21-011 P1 _l INSTALLATION IN5TRUGTION5. c� I _ / F■'iy �.L,.� HD I 3 DIA STEEL COLUMN I I F —I W Foopoppopq PROVIDE FRE5H AIR INTAKE ON 30'x 30`x 12'OP PG I I L 1) I I I I U) TO MEGH EQUIP PER GODS FM N•O.N) F T I I 1 L —I 6A5 T 5 L -I 1 m Vol) II 11 I „ I 4 I F 8 -( 4�.SLAB(MINYEf VOR CM) FD 1 ❑ V .J 1 n 1 u I n I n 1 n 1-0 FDI I W O 21_011 10" g_5 g_5 8-5 6-2 6-0 .� BARRIER w *TAMP 4 FI 0 q5%DENSITY Q — 1 r 1 D.O. 5 1/4"x q I/2" LOW FF 11 P.O. I II D.O. r - D.0 E r 1 I I 1 N l— r 11 " I 14-2 x 5-0 8-0 10 r ) 1 J - L -0-41 LVL GIRDER ILL o I 11 J I _ J I J 4 v p JL UNFINISHE ASEMENT (ri I a II �t I J - - - o I — — — — u' `8'fl"GEIur Hr. TYP. BEAM POCKET f_ 4 BASEMENT SLAB - - - 1 _ _ _ _ •(R-I3)GLo vi CELL SPRAY WRAP ENO5 OF GDR `_r FDI (I '4'P.G.SLAB(MIN.2500 P51 GO ) I I J I I B-5 - - - - I �„ �-� ( 1- FOAM 11 )L AL N6 INSIDE 1 W/ALUMINUM AT II B.00b MIL.POLYETHELENE VAP I L I ( 1 ( o o FACE OF .�P�LS-FULL HT L JU) r • FI TO q5%DENSITY I I I I I 1 I ON NKET POCKETAIR 5PAGEOALL E Z 2 TAMP a LL � I I I �— - - - I— J EXPOSED I WATER o 51DE5 w FD1 II UNFINI5HED BA5EMENT I ° (� III I I - '- 1 111 I I PIPING AND/OR HEATING DUCTS o10J 51-411 Io" 4"WIDE 2'-611 II 21_ON 8_-0"CEILING Hr. L ®- I I - L - "� I I 4 4"WIDE J015T r�I�Tm AS PER N.YS. 4 U L. (12 13)CLOSED CELL SPRAY �n I� J015T SEAT. 10 FOAM INSIIL ALONG INSIDE N X I of SEAT.T.O.SEAT x O TOW.ELEV= (-)I'-I " I FACE OF FNP.WALLS-FILL.HT = -9, *- �+ r' I r I I-� - - - - -- I ELEV= ()I'-I " b -(2)2X12 - I SEAT.T.O.5E1AT o Q _ - _ L - LL ® - - - - - 1 — _ X _ � � INSIAATION `f' � �) '� I I I 2x12 FLOOR 5 5 Q ELEV= (-)I'-' ' ry ALL 7-)TO5ED HOT HATER LL ® ( " I I /4"�c q I/ " HD PIPIN6 AND/OR I-EATIN6 DUCTS N m I cc' �b � I -_ HD i'-10" G0 BE INSULATED AS PER NYS. cV 4"WIDE J015T TOW ELEV= I / T.O.H. ( m 4'- 3' 8° J -�L L g UNEXGAV. - SEAT.T.O.SEAT .� I ELEV.=0'-9' FD1 4'P.G.5LA5 WITH bxb, 2'x 10" a� G - 29Ef2 Fk r- - C - ELEV= (-)I'-I ' I I — I 2x12®L161,NOJ015T5 4N P.C.5LAB WI IOAO HAM.OR 5LA13 SEAT r_ I (-- - - -I I / I i I I O I i I - Cr, r MIN.3500 P51 GONG. 8" 3'-811 _01' 6'-S" b'-S" '-�11- 1) ° \ I IS'-b" I I 1 I 6xR FIBS W.W. . 7 o J o OR FIBERMESH. FD1 rr ti 3'-2" I - _ - co 1 I 3 ( 'r p MIN.3500N N N N N ri nco N vi 4 8" I - 1'-211 21 1-0„ 41_bn N�, 8 — HD 5 1/4"x q I/2' LOW o o I I 62-5 FDI 2"x 10" • I 3 10"P.G.FOUNDATION WALL III #5 CORNER REBA W/ 4'-0" -I I_0 SFAr KITH DAMPROOFING ON 20"x I ( n 31-211 LE65® MIDPOINT 0 1 U I I B 1-5 10"P.G.FOOTING-T.O.W. 5 FOUNDATION WALL I'-b' �— I � 4"KIDS I I I ELEV. = 0'-0" I I FW-2 FROM TOP d BOTTT M. -I _ I (2)2X12 FLUSH T CID co JOIST SEAT. " 1_2n 11 I o 3'-4" -FDI - I Zm5HEO LINE INOIGATE5 #5 CORNER RE13AP5 W/ 4'-0" I - TOW.ELEV= (-)I-I - - - - - I ( I' GARAGE SLABTYPICAL UP 14R p 3-4"° N N d g F R5T FLOOR WALLS LEC-6® MIDPOINT OF ( 4 WIDE JOIST 6 z CO) C a (2)2X12 FLU5H O " N 2x12 FL ISYS QJ SEAT.T.O.SEAT z z z O z z Z , fe VE n FOUNDATION WALL I I-b I p 4 P.G.SLAB(MIN.3500 P51 CONI) 0 0 o F O O 5 w Z I FROM TOP IE BOTTTOM. I I REINFORGED KITH 6x6,IOAO W.W.M. fr " I _ �' N N j 5�5 rn a Q u~i �n I L _ 4� I I I 'TAMP d FILL TO q5%DENSITY 8„ �r 14'-2" 2'-6" L0;1/-**" " Cn w w w Lii Cu N u~i - - - - UNEXCAVATED TYPICAL I 'SLOPE 6ARA6E SLAB DOWN 2" w U r - - I 1 6ARA6E 5LAB I I p TOWARDS 6ARACE DOOR o T.O.W.ELEV. _ ° Q I 1 ( '4"PL.SLAB(MIN.3500 P51 GONG) ~ ° 0'-0" 'r' 11 I REINFORCED WITH bxb,IOAO W.W.M. 1 I 5 1/4"x q 1 N 1) I tL ® •TAMP d FILL TO q5%DENSITY ( o II - - - - - - - I =SLOPE 6ARA6E SLAB DOM 2" ( � L - -1� LVL L - HD a 17 - I TOWARDS GARAGE DOOR I I 2x FL J01 5 b" P.G.FOUNDATION WALL III I6" O.G.= ° I N I II O II WITH DAMPROOFIN6 ON I 11'-l0" b II-e -21-b" o I - _ - - - - - -- - - - —�-1 ® I IbxB OP P.G.FOOTIN6 N 1'_011 1I I W N 101, 6'-q" b'-q" 61-4" S" 11'-l0" S P.G.FOUNDATION WALL p-I o I N 1 I W TH DAMPROOFING ON O �f m 1 I -1 111 I "x 5" DP P.G.FOOTING ��4 WIDE J015T HD W ' ' w D.O. 5 I/4'x q I/ " LOW 1 . . 4 ( T.T.O.SEAT O Y LVL 61RDE -F I FPI ed I I TOP OF WALL 4" ELEV= (-)I'-I " W w L _ J L _ -J I I I J i t ON= -1-2 o o 21Lz Floppoloppoll TYP. BEAM POCKET I o 1 TOP OF WALL I f O 4 DN= -)-2 I 2x12 FLOOR J015T5 �? WRAP ENDS OF 6DR = i ° � u) FDI 1 T.O.W.ELEV. = „ W/ALUMINUM ATrn/ 1 N S ® Ib"O.G. W POCKET OR PROVIDE IDE i 5 I 01-ON -0 LZ ( Q 11 ('(� 1_ 11 n 1_ n 2'-b" 1 1 r c� 10 II 4 10 26 26 2-0' ❑ 2 1/2" AIR SPACE ALL 1 FD1 ° 3 4 Z AB,A13 FD1 � 0 4 I N 3 I - - - '�' I--•� _ 10"P.C.FOUNDATION WALL cam' i FD1 O WITH DAMPROOFIN6 ON 20"x ® HD ° HD F T m 10"PL.FOOTING-T.O.W. X ( 2 2 h�1 w ELEV. = 0'-0" N ID° 10" a� A 1 iv o o cOn ('V .................... 4"WIDEZo1z w 11 J015T SEAT. F11 ��RE TOW.ELEV= ()i'-I ' U Cj�� p6E- T 1 \X F HD o HD I'b" - I6'-011 M.O. I'-8" I'-4" Ib'-0"M.O. W £'Q' .7. y� LINE OF FRONT FOUNDATION = 4'-0" Iq'-2" 18'-4" 13'-0" 1'-0" WALL 0 MA5TER BEDROOM C) (P . UNIT 30 U) t �,. , 151-6" `"y X23 10 ft UNIT 3 0 ( 15 ' PORCH 2"R �T'°" UNIT 29 ) WALL PER UL#336 A .\F N E I 62-5 B-2 ALT-2 (MAGNOLIA)- 6i UMBER MODEL B- 1 (INKBERRY) O16O23 MULTIPLE LVL GIRDER CONNECTIONS: OENE�- GONTRAGTOIRS AND 5UBGONTRAGTOR5 TO REVIEW THE5E = SHEET NUMBER HD= HOLD DOWN CONSTRUCTION DOGUMENT5 UPON RECEIPT FROM ARGHITECT AND UNIT 29 UNIT 30. DUET CLUSTER. z FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT 2 REPORT ANY AND ALL DISGREPANGIES INCLUDING ANY DIMENSIONAL FOUNDATION PLAN z AB= ANCHOR BOLT5® T06ETHER W/ 1/2" BOLTS @ 2'-0" O.G., 2" MIN, CONFLIGT5, IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEA5URE5 0 � 6ARA6E 51MP50N FROM TOP $ BOTTOM, pt MIN. 4" FROM ENDS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWIN65. DIMEN5ION5 1/4"=11-0" B- 2 A (MODEL B- 1 l FOUNDATION PLAN W 5TRON6 5 5HALL BE CALCULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. Li COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED z W E LINE OF REAR 36'-6" 38'-8" - - - - - - - 8 Z� COVERED PORCH m ®UNIT 21 A 2" q 2 HR SEPERATION 10" SQUARE HBG DERMA � I � bxb P.T.P05T WITH U WALL PER UL#336I SIMPSON BG52-3/6 P05T O ts B-5 CAST COLUMN #46382 W/ I 14'-2" GAP ANCHOR 4 SIMPSON 0 a. ;? 0 5QUARE FLAT GAP 4 BASE ( , ABJbb POST BASE(TYP z ^ � r % b A Q (OR EQUAL) - CORNER COVERED I -ALL COLUMNS) O W (D o COLUMN TO BE PROVIDED �I I PORCH I I 1-- � U bxb P.T.P05T WITH 51MP5ON " i i 1 Q L- b 62-5 ALIGN TOP OF U � �+--' � BG52-3/6 P05T GAP ANCHOR 4 21-0" 161-01122 6 141-611 W/SPLIT KIT 111-01, �I TRANSOM5 1 2'-0" o +=N 51MP50N AB Y96 P05T BASE 13-2 U I I (2)3016 TR la � .6-0 �} (2)3016 TR _ � -s` N z - (TYP-ALL COLUMNS) cv 1 I ®(b,-o Hr ®3050 PH b-O"IiD 3050�r XNI vl I I tp z ` ��c M Q- O Q W M -10" 5'-b" 6" b'-l" 6'-7" a U co 10" SQUARE HB4G PERMA GA5T Iq Q � COLUMN#463b2 W/5QUARE p, 2 r __ _ ,r _ - , I x u' = ti I I - ❑ UM v I I FIAT GAP BASE (OR EQUAL) Q FW-2 HD L _ J L _ _ _ J HD I m - CORNER COLUMN TO BE 1 e GOVERED ' PROVIDED W/SPLIT KIT Q Q 9016 TR I Q I �I m � - - - - - - m (2)2X10 HDR � 3016 � 6050 5 GL.DR wr I a _° PORGH I AL16N TOP OF ( r ��r D1 b I ® (2) Ib" (DELIGHTS TRAN5oM5 HD L - - _ IL - - - J I Soso DH 8'-0" 1 4'-II" II'-3" 6'-4" a _ _ -ROOF TRU55 61_ � _ _ _ TRU55 61RDER I ( Q016 TR I I (3)2616 TR (2)3010 TR l2)2X1 HDR I / Q II'-0"GEILIN6 (3)2 DH EGRESS 0 8'-0' D HT I / BREAKFAST c= _ _ _ _ _ _ �_ _ _ _ z Iq I 1 6080 51..6L.OR W/ I I Iq ® b'-0' D HT WINDOW (2)305 DH \ / _ " HD O pi I (2) 18 DELIGHTS I I D1 I \ / AREA 525'x 11 115-LVI HDR — D U iq o 4' I 14'-0" I 4" 2'-0" 4'-2" 3'-0" 14'-0" b" I- H " L J HD 2816 TR - - - - - - - - - 6 I 1 21 G Q I i 2852 DH z 130 2016 TR :0 525'x 117/8"LVL HDR » r r r ;,` �' - - - r -- I I I " I I D1 L J 8-0"HD HT o O II— II— 13-0 Y CEILING N 2052 DH O HD I 1 1 cn 0 &'-0'HOHT F- 21 21 "G 'L _ _ JL _ _ LT — � L — _ _ JL -- J 3 1 - - - - - - - 0 I MASTER EDROOM I I i-- LL Ln I_ -J / \ DI CONTINUOUS ;fl (2)2X10 HDR ;� I I 1 1 I I) 11'-O" ILIN6 F�p B E ~ 5.25'x II 1/6"LVL HDR `P b" / \ -— 12'-O" 4" I 1 I L——J� GREA ROOM z (�� Tm 10'-4" I 1 Q ❑ `J V J " I I 1 II' "GEILIN6 v- 0 FI PLAGE I it-0 GEILIN6 w LIVING AREA BREAKFA5T AREA 1 I I oo K TGHEN 1 D� 01 1 q'-0'CEILING �-2 I 1 I I RAI5ED HEARTH TE 6L DR5 I BEDROOM #2/ 1 15ED HEARTH i OPT. 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GLA55JI11 4)2x6 P05T I _ 3080 EXT INSUL DR LINI DI 3'-4" 00 I' ®5D _ NOTE "5': 45 MIN.FI '- 5'-4"0 11 ry EF m PTN ON 2X42aba INSULT FOYER " _ KNEE WALL I I W/(2) 12 ti HD � 02 �'6 `r � ;fl UP IR 1 1 RATED W/ F 51DELI&HT5 N N N CM n co �: P40ST b CLOSING 11 ICE I I I �� q o N N M M 01-1- P05T 0 r e 111 _ b" 3_4" 4� 10.-0.. b _41' m 4 3 271, 3 4 7-0 b 4 0 4 -2" 4 i I 1 (4)2x6 I�05T 602 6x6 P.T.POST WITH bxb P.T.P05T WITH I'_2" 2868 IN5UL DR- 22"X 30'ATTIG _ _ (_ OOF TRUSS GIRDER _ I _ _ _ _ _ - _ HD Q SIMPSON BG52-3/b m 0 x b� - - - r I 1 - GAP ANCHOR 4 3/b P05T 5IMP50N POST GAP ANCHOR I 5HNR PAN tib � RATED SELF ACCESS HATCH I I AN66 P05T BASE(TYP 4 51MPSON ABUbb I O I Q q'-0"G ILIN6 CLOSING DEVICE I(I WO GAR 6ARA6E LII 5D® LAV INC o Iq -ALL COLUMNS)m Z z P05T BASE(TYP I LTJ - - - ALL COLUMNS) (— -1 o SRL PRTN ®5D WI L — — — 111 +4"PL.SLAB(MIN.3500 PSI I NGS GL � DI m ga g 1 *ESLOPE 6ARA6EITM 651 AB DOWN " Q 3-4 4-b 4 EF 8-b 3030 AWN o 0 0 o o z w 1 IM' _ (j° n 4" " x n x Z Z Z o Z Z (3)2810 TR I I q'p° 4" 4' 0" 4" 6'-I o" b" 5 I I TOKARD5 6ARA6E DOOR 1 I p�o� 10'-0'CEILING ® 8'-0"HD HT co 0) 0) w5 � a Q ® 8'-O"HD HT I L lO'-0" FILING I1 0 'TYPE"X"6YP BD ON 6 © cn w [� J [� a J (3)2850 DH E © MA TER TWO GAR GARAGE Fw-2 I (N WALLS 4 GEILIN6 BATH #2 m w w w w w w e U � `t *4"P.G.SLAB(MIN.3500 PSI GONGS I I rrPE. . I�L�I (TEMPERED) 1 1 z I EF Cl'-O'CEILING » REIWORGED WITH bxb, W.W.M. I SAGE COMMON WALLS TO , Iv►N6 Si BATH:ZOOM WIGL b (R-21)BAITS .SLOPE 6ARA6E SLAB DOWN 2' o 111 11 �* ��� �H-11 o N TOWARDS GARAGE DOOR CN �u 12 ® 1 k `r L©J WC LAV LAV b� �WALTrPE IS E "GEI6NY6 BD ON 6ARA6E 1 174 3 1 1 2 5D 0 14 a 12 O � �b H G 1I 2' � I I. 4 GL. pi it DI -_ -_ -_ -_ SPACECOMMON MMON WAL L5 TO 6ARA6E NT OF 6 I 1 IN 111 ry o I N b"(R-21)BATTS ENERGY NOTES 2010 TR Q DI III DORMER WALLS—�1` %p II'-0'GEIL N6 Z ALL CONSTRUCTION SHALL COMPLY WI'N THE 2020 ECCCNYS ® 8 0 HD HT I ABOVE I BEDROOM #2 W RESIDENTIAL PROVISIONS. 2050 DH 1-7 r- - - - - - - - - - - - - - - � 111 111 Iq -0 a 0 L4.. 4'-2" b.. I S'-0.. 4' 4" I IS'-0" I 1 DI 6" 12'-0" b.. 2. 6.. 4 O m - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 Iq I 1 I W > ^^ di -- ( 2X6 HDR DI p, 111 16070 OH DR 111 pW F� _ 9 _- - _ — _- - _- - _ — l9� N z V C) 1 II'-0'STEP GEILIN6 1 HD 5 1/4"x Ib"LVL HDR � Hp r' r124 2020 N(5RG- 62421.8 (503.8) I MASTER 1 ° 16070 off DR 4 p�, cn O q VENTING SYSTEM TERMINATION LOGATI�I 2-0 I BEDROOM 1 0 % - 0 DI W ' THE VENT TERMINAL OF A DIRECT VENT APPLIANGE WITH AN INPUT OF o 1 'n 1 HD 5 1/4"x Ib"LVL HDR HD Q U O 10,000 BTU PER HOUR(3K )OR LESS SHALL BE LOCATED AT LEAST 0/21- J (2)2X10 HDR `� I ❑ b'FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 1 12'-0" b 2'- 2'-0" 2 - DI 0 e I APPLIANCE WITH AN INPUT OVER IOp00 BTU PER HOUR BUT NOT 1 OVER 50,000 BTU P�HOUR SHALL BT. INSTALLED WITH A q INCH 1 1 ;,, 1830 DH D/21 FH-2 I D/21 HD J — — — �,- — — — , HD w VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT o ®7'-0'HD DI I1 L - - (2) OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT 2010 TR 1 1 - �, 4• DI N (2) 0 DH m TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND ® 6-0 HD HT r--I I I FW DI ® a-D ISD HT z THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE GRADE. 2050 DH I I I A Iq = � L_J L - - - - - - - - - - - - - LI B-5 � DI � -' z a = o I A o o rn 4 ........................................................ (2)2Xb HDR � (2)2X6 HDR I 62-5 W 2020 NY5RG- 8312.2.1 a IN DWELLIN6 UNITS,WHERE THE TOP OF THE 51H OF AN OPERABLE HD HIP, - - - - - - - - U EFZED WINDOW OPENING 15 LOCATED LE55 THAN 24'ABOVE THE FINISHED r 3010 3010 TI� Iq „ I ® 8'- "HD ® '-0 HD H y FLOOR AND GREATER THAN 72 ABOVE THE FINISHED GRADE OR I- - t3D50PH " 8 T - ' DI I " I-O" • LINE of UNIT 30 W ;� ��n _ FAL Iq 4-O 1-0 3050 DH 4-o' I Ir b I6-0 R.O. I-8 I-4 16-0 R.O. b-b b-6 MASTER BEDROOM `�' ;f OTHER SURFACE BEL(x^!ON THE EXTERIOR(5 THE BUILDING,THE OPERABLE WINDOW SHALL GOMPLY WITH ONE OF THE FOLLOWING: DI Il'-0" 4'-O" IQ'-2" 18'-4" 13'-0" 2'-b" 2'-6" 2'-0" WALL BEYOND Ir OPENINGS THAT WILL NOT ALLOW A4 INCH DIAMETER SPHERE TO 2 PA55 THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. Ir 'FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2010 FLOOR PLAN 2" IT 2 FLOOR PLAN (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO UNIT 30 ( 151PORCH) UN 9 \" RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY W 2 HR PER UL#TION OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE 1/4��=1'-0�� LIVING AREA= 1,599 50. FT. PER UL 1/4��=1'-0�� LIVING AREA= 1,599 50. FT. Jo . r' 9$E WINDOW UNIT TO LESS THAN 5.1 SQUARE FEET. MODEL B- 1 (INKBERRY) GARAGE AREA= 311 50. FT. B-2 ALT-2 (MAGNOLIA) 6ARAGE AREA= 31150. FT. GOVERED PORCH AREA= 192 50. FT. COVERED PORCH AREA= 250 50. FT. w 16023 NOTE: NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE� EF =EXHAUST FAN: GEINERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THE5E PRE-ENGINEERED ROOF AND TWO-FAMILY DWELLINGS TOWNHOU5E5 STAIR MANUFAGTWER TO MULTIPLE LVL 61RDER GONNEGTION5: 50 GFM INTERMITTENT OR NOTE "V", ¢ SHEET NUMBER ALL WINDOWS HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN STAIRS TO MEET ALL © 20 CFM CONTINUOUS +ALL DRYERS TO BE VENTED GOINSTRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND UNIT 2 9 UNIT 30 DUET CLUSTER = SHALL BE TRUSSES W/ 12 MIN. BUILDINGS(CONPOS 4 GO-OP5)AND UNITS APPLIGABLE CODES AND TO FOR ALL MULTIPLE LVL SIRDERS, LAG BOLT TO OUTSIDE AIR PER CODE REPORT ANY AND ALL DISGREPANGIES INCLUDING ANY DIMENSIONAL a REPORT ANY DISGREPENGIES �� �� �� GOINFLIGTS IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEASURES z ANDERSEN HEEL HEI GETS (U.O.N.) � OFFERED FOR SALE,IN THE IMMEDIATE TOGETHER w/ I/2 BOLTS 2-0 O.G., 2 MIN, Got CARBON MONOXIDE ALL WASHER TO BE - (MODEL B- 2 AB- 1 15 ) FLOOR PLAN " - 24" O.G. DESIGNED BY TEMPERED VICINITY OF BEDROOMS,ON THE LOWEST AND CONFLICTS TD TTS ® DET(=GTOR PR(r/IDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL 200 SERIES GLAZING FLOOR LEVEL CONTAINING BEDROOMS. FABRIC GT PRIOR TO STAIR FROM TOP $ BOTTOM, t MIN. 4 FROM ENDS SMOKE DETEGTOR BE CALGULATED AND NEVER 5GALED UNLE55 OTHERN15E NOTED. W 3 L— ITRU55 ENGINEER FABRICATION. o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: INSTALL IGE WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED bxb P.T.P05T WITH Ib'-2"GABLE WIDTH w PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. GAPAt GH�OR�35� o ��,,,,11 0 _ O 1> NOTE. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING ABU66 POST BASE(TVP °' APPLY IGE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK MBINATIONS USING ALLOWABLE STRESS DESIGN -ALL COLUMNS) — — — — — z CL 16 AND MEMBRANE ARE AT TEMPERATURES OF 40°F(5°G) OR HIGHER. LOAD CO _ _ _ _ _ -- PER SECTION 1605.3 OF THE BUILDING CODE. Lo IS'-0"HIP WIDTH �'2 HR SEPERATION — � -ENGINEERED ROOF WALL PER UL#336 —�3) P. — D Q- O PRt 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE SEE DETAIL VFW 2 II'-0" PL HT. U � ��•' TRUSSES PER TRUSS STRESS DESIGN: I I I I 11'-0" PL HT. •r"—'I o c °' D (EQUATION 16-8) - =�r _ - - - - - -�r I'-0° q I I� q �12 7 2:: N z 2R8 PT-6IRDER- - SIMP50N 5TRON6-TIE D + L (EQUATION 16-9) I L _ L J L J i A OR I OH. z U MTS STRAPPING(LENGTHS VARY) D + S (EQUATION 16-10) 1 E UATION 16-12 Q 62-5 HATCHED AREA INDICATES I�pi No 'R" i � Q w�m CONTINUOUS WALL SHEATHING TO D + .6W ( Q ) I .r` I TOP Of TRU65 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I Gss Iii U = ~ co LOCATION OF FIRE RATED ROOF �I �' N � ( i I d WALL 5HEATHIN5,4'-0'FROM ° ❑ / N U r HEEL HEIGHT VARIES-SEE TRU55 PRANIN65 FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = 1 -F N' I '�I (� 5 ACTUAL HEEL HEIGHTS1714 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL I I I Q $ a BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 II'-0" PL HT. - o I I OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND 11'-0" PL HT. I �) a SPEED (101 MPH BASIC DESIGN WIND SPEED) IN + 12" HEEL HT. 1 I II'-0"PL HT. I 1'-0" _ _ _ _ _ _ 11 + 12'HEEL HT. ALIGN FA5GIA5 OH._j �_=_=�� -J 12 EXPOSURE CATEGORY B. � �I ( i I VARIE5 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I '�1 A 8" N .R" tp� B-5 FRAME //j/ j//' :fl FOLLOWING DESIGN LOADS: I, I OH. / //� o — I I O // / \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND ( / _ _ _ROOF TRU55 61RL _ _ _ _ ROOF TRU55 GIRDER _ LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD NO UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 / U PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE HATCHED AREA INDICATES I / %//j — — ' ' 1 LOCATION OF FIRE RATED ROOF- / ///. w GUTTER ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE 1 i 12 12 1 d WALL SHEATHING,4'-0"FROM ///� / U) 2 NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. I q 1— q I I'-0" I �///// � — — — — / Z " B2-4 'c�' ' OH. 10-5 OVERHANG WIDTi// / O 8 FASCIA BD V A MAXIMUM TOTAL LOAD I I /////%/' q 12 w TRUSSES SHALL HAVE M 1 r �I w r I j//// / / F DEFLECTION OF THE LESSER OF L/360 OR .75". - _ __ ___ _ _ _ - J 9'-0'PL HT /// / O _ - _ - 3 +8'HEEL HT. //////// 12 L�. Ln TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO I r I 81-4 // j j j j % IGSS -��, q O CY� VENTED VINYL SOFFITARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR It I / L N I ❑ T TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL OH. INCLUDE THE FOLLOWING INFORMATION: 1. DEPTH SLOPE IF ANY SPAN AND SPACING. �i /// j/j j/j j//j Y GEIL. IN B BELOW 2. LOCATION OF ALL JOINTS. II'-0"PL HT-1 // / / /// -� OVERLA TRU55E5 3. REQUIRED BEARING WIDTHS. I- -_ -� LEADER TO DR'rksr= .L- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 1 r I �/j j j /j j jj j ; I �® I I oH• 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. 4.4. BOTTOM CHORD DEAD LOAD. 4.5. CONCENTRATED LOADS AND THEIR POINTS OF III 1 lI I //j// / ///j/ r I -J O^ - APPLICATION. J 1•��•I ," 4.6. CONTROLLING WIND LOADS. w W FLU5H ROOFS 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTORDETAILDESIGN VALUES FOR CONDITIONS OF USE. L J INT.BEARING j j/// j/j p 6. EACH REACTION FORCE AND DIRECTION. FLUSH ROOFS WALL BELOW /// 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, q //// // // // — _ T NOT TO SCALE THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION B II F T — O B-5B2 -4 EXCEPT WHERE _ _ OF EACH JOINT CONNECTOR E E SYMMETRICALLY r - 1 I / _ //%j'73�'�j LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 I I NOTE 'R' I II- -II j j//jj/ /j/j j%/j I � � TRU55 ID6E r , NOTE, GA MIN THICKNESS GRADE A GALVANIZED STEEL /l / // ✓/ j `Q ( �./ INSTALL HALF OF oo �� 1 I I /4 / \ VENT PLATES. II-0 PL HT. , II r -_� r- T ( j FASTENERS® EACH �� I I IL — 11 r / / END OF STRAP o� 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH + 12" HEEL HT. 0 v II I N // /// / ./ / MEMBER. 12 I IFF _1 �� °o lo°_ 1 I -� ////// j// //� TRU55 RID6E W/ NT Q o� 9. CONNECTION REQUIREMENTS FOR TRUSS TO lI q(— 1 all �� I I L _ _ _ _ _ /j1// /,C/ / / — —— 12 cl-i) 0 GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD `u I it - JI I L1- 7'41Z jZ ( q E- U SPLICES. ALIGN II I I I ( - j/1 /j// j %r j �° I w 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. FASCIAS //// 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS4 II'-0" PL HT. j 0 MEMBERS. II'-0" PL HT. II I I I 1111 /, // ° ° 12. REQUIRED PERMANENT TRUSS MEMBER BRACING " L -I - - III 1 - //I ///� /j///// '� U sr',aoN sTRGNb + 12 HEEL HT. �II� I � /��// /////' p ° ° ° -TE fib LOCATIONS. �1 - (- ( I /�{//j / j//j%//� GARRY IGE d WATER 5HIEL SS 0 o ° I ( I 1 s _f - - /�� X///// FOR MIN OF 3'-0"ALL o * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH L - /� 1 / /// / DIREGTION5[i-LNTERSEGTI '� (3) 2X6 P05T OH. ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND _ S OF METAL b ATALT RING 514 O TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD ( �- -I AL16N WD6E5 TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS 1 N ///j/ jeVl WATER SHIELD �- --I s— _ I4-I0d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY 51-611- - _ TRU55 RIDGE W/VENT'�_ // /// ,.// ON ENTIRE ROOF FOR —(TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OH• s 1 G - - - - - -� j /// 1ALLOW PITCH /� I 4- NEW YORK. o / / / — I— — — 12 �l� ti * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, a I 12 I I r _ _ _ i ° 1 1 i I I % /j I/ � R001=B — ILII �,� M c 7 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND $ Iq - - - 11 C ( I I %/ / j` // C — Jc_v I S _ I a N N N "s " w N �; USE IN COMBINATION ONLY DETAIL NAS SHOWN ON ELEVATIONS AND I 1 I _ I '/ //j/// N N M M �o RIDGES ALIGN SECTIONS. a� I , ��Q I 1 -� I m r { cj��j AND'I�AI=T TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH o �� _ ROOF TRU55 GIRDER _ - -_ - __ _ - J THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT ( I I �- - - r - - DO NOT ALIGN NOT TO SCALE WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING I_o �L _ _ _ _ _ I I,�j// / B2 -4 OR - - st- - - - I / /// 5T INC SEAM ASSEMBLY TO INSURE TIGHT FITTING JOINTS. - ROOF I — — - - - - a� I� I� / �'E— — * r e / / ## bxb P.T.TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER � � � / �. / I`. `% ;..:: ::<:: : : — P05T WITH . ..... ...... ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. I I / I I U ' - - - , i // /// iI / /// / 5IMP50N BG52-3/b Z co ° ( F I N /// /// // /// R Til_ - - - - IRDI I- P05T GAP ANCHOR 4 g z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND I I I // // — - - - SIMPSON ABU66 z a METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR 1 I I I m N g II I .o — � N / — L ° — 0 00 °-° 00 � � SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN _ _ _ _ ,/// /// //j // I-0PL II II II 1 II II I ///j j/ �{ // / //, Posr BASE(TVP- z DESIGNED AND INSTALLED TO PREVENT ROTATION AND / / / I— o ALL COLUMNS) v> ; a Q PROVIDE LATERAL STABILITY IN ACCORDANCE WITH + 12 HEE HT. — J u W W J �, N 3 10 w w w w w ah oh 5 ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA I / // / / " oH. L _ _ J L _ _ _ J / III / I IDEWAL ABOVE I / / /. 5 L MATIN CSI G I / BUILDING COMPONENT SAFETY INFOR 0 B UDE _ - _ - - /. Ir R OOF III 1 / / LONER R PRACTICE FOR HANDLING INSTALLING & I / / N TO GOOD PRA I I I I I I / I I 1 T CONNECTED WOOD TRUSSES. I I ' I ' ' ' / /// /' / //' w� 11'- " BRACING OF METAL PLATE C TE T S � , / / - / O PL HT. I , „ / / 12 I I ( v N / / NO 'R / N I NO R / / PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS I- � q I / / — — OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN III LI �I 1 8„ / / '�'/ NOTE: INTER5EGTIN6 ROOFS 1 1 2 HR FIREWALL BELOW ROOF - ' Ik "l' �I /// // I / //' ON TRUSS DRAWINGS. ( 8 OH. / �; CARRY TO UNDERSIDE OF I 1 I /./ // j�/ //� tY I '� WEAVE ROOF SHINGLES AT * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, ® 1 1 OHI HIGHE5T ROOF SHEATHING - „ /% l / + - = F-- INTERSECTION OVER IGE SHIELD I DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY I ° ) ° ) I I I I I 8 I ( y//// /// // �n; > VOTE "R" I Q ca z MEMBRANE - CARRY MEMBRANE MIN. 24"1 I I NP WITHOUT THE APPROVAL OF A REGISTERED DESIGN I 1 a � � I OH. / /� /� /� -I- - - - - - - 1 I I 12 12 I I 12 12 j/// //// /ji m° `:` 1111-0" PL HT. w 0 OUT IN ALL DIREGTION5 OF 1 1 PROFESSIONAL. - - 1 2F 112 X12 / /// �/ / /// z: `'` >` I'-0" c� INTERSECTION I I N * 1 I- - - - - - - - - - - -� - 1 II I) I I ! // ,/j// // ;:`;:` I OH. I I I THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS I S it I I i i _//// / / // {{ 12 12 JO m I ° I z AND METHODS OF ERECTING THE TRUSSES. THE I I w W< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY �' 1 ( I ( I j///// /// // > Y z I I � . / I / � I / / ui I I / / W_I b II � " // / / / w w I- W< BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE � � b II 3 8 5-0 3 8 / / , Q-I = INSTILLATION OF THE TRUSSES. it I No 'R" I / j/ 01 — z I UWl� I I ROOF TRU55 ~ C7 6 cx I ,_ „ -L _—L_ / / /�O .. OH 8 q PL HT. t� 4 /;19//� — I I I HIP RAFTER, 1 1 - I - ///// / I ABOVE FLOOR O SIMPSON HGP HIP SEE PLAN I I -I I i i ' j// / // -. CORNER TIE I - ❑ I I 1 1 I LL - - - - - - - _ _ — — — ,� / j/// OH. I 51DEHALL ABOVE LOWER I� I I I ROOF TRUSS // � L I I I 61RDER5 UNDER //�/ //// q'-0" FRONT 6A 6E 13'-5"DORMER PL HT II " PL HT. I F ROOF I I DORMER WALLStj,� //// ABOVE 15T FLOOR I'-0" I_ I= Z m -�- 10'-0" PL HT. o I / ./ // WALL PL HT. ABO OH. I�- `° 11'-0' PL HT. -' ° i 1 + 12" HEEL HT. � I i 10'-0" PL HT. FIRST FLOOR FALSE DORMER TO BE z 1 I I I ALIGN + 12" HEEL HT. I BUILT OVER LOWER ROOF 2._0" I 12 12 I FASCIAS _J - w q q I 2-0 A I 5 2" S'-4" 4'-10" Q'-0.. p ��RE D q RC\` OH. OH. I I 11 B-5 6ABLE END DETAIL U y 1 ( 1 10'-0" PL HT. A �+ SEE DORMER PLAN AT cv ; 82-5 L - - - - - - - - - - - - - - - - -I I + 12" HEEL HT. r4_ EXTERIOR WALL .� ROOF WEAVE DETAIL 3 - - - - - - - - - m - - - - - J UNIT 30 ( 15 ' PORCH) UNIT 29 TOP PLATE HIP � � AREA OF ONE ROOF \` 0238A c� 2 HR SEPERATION ❑ 238�� 0 E3UIILT OVER ANOTHER DETAIL NOT TO SCALE CONNECTION MODEL B- 1 (INKBERRY) WALL PER UL#33b B-2 ALT-2 (MAGNOLIA) of NES SEE DETAIL I/FW-2 \„ �.�.-�:.................... B2 -41B -4 JOB NUMBER GUTTERS LEADERS NOTE R: •. 2016023 INSTALL IGE AND NOTE 5: PRE-ENGINEERED ROOF ALL GUTTERS LEADERS SHALL BE BAKED WHITE ALUMINUM ALL WATER SHIELD PER NOTE UNIT 2 9 UNIT 3 0 DUET CLUSTER Q SHEET NUMBER MIN. GAUGE, GUTTERS SHALL BE 5 SEAMLESS, 0.6. STYLE W/ ALL PRE-EN6INEERED OVERLAY PRE-ENGINEERED 5GI55OR TRU55E5 W/ 12" MIN. HEEL ROOF PLAN MANUFAGTURE'S ROOF TRU55E5 ® 24" O.G. HEIGHTS (U.O.N.) @ 24" O.G. � m RELATED � REQUIRED AGGE550RIE5. LEADERS SHALL BE MIN. ROOF TRUSSES ® 24" O.G. MAINTA5PEGIFIIN TO (MODEL B- 2 ALT-2 ) MODEL B- 1 15 )_ ROOF PLANZ 2 x3 , .027 GAUGE W/ GLIP5 I$ ANGHOR5. CAULK 4 5EAL ALL MAINTAIN PRODUGT DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DE516NED BY TRU55 1/4 =1 -0 ( 'L B2 � 4 JOINTS. PITCH GUTTERS MIN. I/8"/FT. PROVIDE P.V.G. RECEPTORS WARRAN fY ENGINEER rn S" ABOVE GRADE TO RECEIVE LEADERS (CLOSED GAP DESIGN). w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I 2020 NYSBC SECTION 10616-EXGEPTION 4: 48" MIN 48"MIN CO ^ 1 ®v U336 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE OPTION#2 - Z W DESIGN AT UNDER51DE ROOF SHEATHING IF FIRE RETARDANT TREATED 2020 NY5BG SECTION SECURE ROOF SHEATHING TO G-RUNNER TRACK SHEATHIN6 15 IN5TALLED FOR A DISTANCE OF 4'-0'ON BOTH 51DE5 2'G RUNNER TRAGK2"-CAULK FOR g E 10616-EXCEPTION 4: OPTION#I o WALL RATING - 2 HR. SMOKE TIGHT JOINT OVER FINISH RATING - ll2®MSN. OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY U 2 HOUR FIRE RATED RESISTANCE a: WALL ASSEMBLY MAY TERMINATE AT METAL-EDGE FLASHING OPTION#2 O `�J (� *6STC RATING - 61 (SEE ITEM 7) 48" 48" THE UNDERSIDE ROOF NONRATED 0 V SHEATHING PROVIDESECURE WALL SHEATHING TO D THE ROOF IS G-RUNNER TRACK TYPICAL ROOFING Z ^ y w PROTECTED WITH 5/8"TYPE 'X" OTRUW a, � 6YP5UM BOARD DIRECTLY BENEATH �� 'S F- con a v THE UNDER51DE OF ROOF 5HEATHIN6 j ■� V C T 4 N AND IS SUPPORTED BY 2"LEDGERS RAKE BOARD-TYP o N>: ATTACHED To THE SIDES,OF ROOF 2' H STUD TRACK AN FRAMING FOR A MINIMUM of _________ - ___ (A G U K FOR SMOKE TI OPTION #2 DISTANCE OF 4'-0'oN BOTH 51DE5 TYPICAL SIDING i --�x ---- - --�x U x e Z !' �•, ;' •` r"'"- J ( T OVER OF 2 HOUR FIRE RATED RE515TANGE O Q w c�i 2 STUDS CONTINUED TO co IDE ROOF ® 24"O.G. WALL ASSEMBLY.ALLOW NO HIDDEN METAL FLASHING: U = y .'•.. ` 1'"" ",.,., . >•., .... .,.,,,, :,,..�:,»,,,», .,,�... �».." ---_._.: ---,,..,,..,•«,,,,,., ..,..,..,.....�,..,..,,..,. OPENINGS IN ROOF WITHIN 4'-0"OF 2 12 VERTICALLY 12 HORIZONTALLY �._..__ ...:_•.w.,,,_'._. .. -..»... r-- ._.. 2x4 LEDGERS W/ ❑ U c i __ _�; OF 5HEATHIN6 HOUR FIRE RATED RESISTANCE WALL ~ R " - __........ .. . .,�r, ....»....».. ;;;� 'i.`" ASSEMBLY EACH SIDE.MINIMUM OPTION#1 # Cl) I AI SPACE EA. SID OPT. 2 CLA55 B ROOF 5HIN6LE To BE " " � C7 # z 2x2 x2 Ys LONG = INSTALLED OPTION 2 a- 7.. £ - Uww5m amw A63 U56 ALUMINUM FORWW kwm A TREA M N 48"OUT IF LOVER ROOF 15 TREATED PLYWOOD 5HTC, BREAKAWAY CLIPS {........ .»... 1 ��� SPACE �,f��, �,�� •,...rr `; '•: GYP. BD. OR MINERAL LE55 THAN 30'BELOW HIGHER ROOF 5ECURE ROOF WOOL FIRE BLOGKI SHEATHING TO TYPICAL ROOFING 3 /2" (R-13) BATT ASW CLIPS OR .OG3 U CONFIGURATION 1"� 063 u56 ALUMINUM Z ----------- ----------- - BREAKAWAY GLI _ ALUM ANGLE CLIPS TE:}!"IR}: E;It��?�9 ,�T;T:rh Sisf'/4 'iL�N1'�', . : }t:{J'd3.�' x� �x x� L �" AIR SPACE ~ DOUBLE H-STUD TRACK I'AIR SPACE I"AIR SPACE U ; _ i,"�, SGREWED BACK TO BACK = I ;23 (2) 2TYPEEx SHAFTLINER, TKERI�FPRO�OFaARD y A - I/2"GYP.BD DOUBLE H 5TUD TRACK SCREWED FILL 1"CAVITY AT FLOORS AND BOARDS W/FIRE FINISH ON BOTH : K OR MINERAL ' ..._..,....._» __�,A��.� �._�....ww..w„,..�._,��_ G TO G SIDES AND ED6E5 w.:..d.� .,.ww.»ww......ww-ww.w.:.uf....v.,.ww,»-.:.ww- ..... - ---........,.moi. _� - , ti .. ; B WOOL FIRE BLOCK N67 f I AIR 5PAGE O LL ....,....._.................... »_....'�:........._. ....».. .��....... »......-r---_'`f.......... _ 2" H-5TUD TRACK L In _........... . N_ ___......... -.�... :.��-........... ..: .`::-_:' :::,..; (2) PIECES G.P. TOUGHROGK I" �. . ;::....-I......"... ' :'._. }.�... ,_........._ +. ">. --. FIREGUARD TYPE "X" SHAFTLINER, O WATER PROOF BOARDS W/ � 2x4 P.T.SILL PLATE ❑ DES*; �� ,�; *, `� ,t•,, =. .r.-,1 FIBERGLA55 FIN15H ON BOTH 51L I AND EVC-E5 FIR5T FLOORTNNNNNNNNI .. ......... • "`.r.'.. .........,.r... t ,'~w. li.... -..... ,.,.�7*.L kms............... .. 4 . X= _X NNINNIN11 Ed »....._....... 3/4" AIR SPACE � '*�;; - �'' ''�!�1. `�' 3/4" T46 055 _ � %BFLOOR-6LUED 8 ``` '' :•"' # 4� SGREWED _ RUN sb; RIM J015T PER FLR J015T MANUF. 2020 NY5BG SECTION 10616-EXCEPTION 4: w CONTINUOU5 BETWEEN =- J015T5 PER PLAN FILL I"CAVITY AT FLOORS AND GEILIN6 K/-/ ROOF TRU55 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY �rT •jc PLATES AT EXTERIOR GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT O t L y;`, ;.:�-. (2) 2x4 P.T.SILL PLATE BLOGKING 063 USG ALUMIt�JM TREATED 5HEATHIN6 15 INSTALLED FOR A P15TANGE OF 4'-O'ON •' •' - BREAKAWAY CLIPS 1:%,POST- D TO t'lRE I=RE: M EITHER IM' BOTH 51 2 RESISTANCE A � ,4,• (R-13)CL05ED CELL SPRAY FOAM INSUL ~; '' � ANCHOR BOLTS (14 LON6 + ALONG IN51DE FACE OF FND.WALLS-FULL HT ° 3 HOOK,8 MIN EMBEDMENT) OR OPTION#2 CO ,.•,. :.,.; �� 2 5BG SECTION 106h-EXGEIPTION 4: ✓' a 2 HOUR FIRE RATED RESISTANCE WiALL ASSEMBLY MAY TERMINATE AT AIR �`!€tA�:�: ^N•^`"'"."'",..� 1•r.,,, t'4I�. SPACE............... i�►•�.� t•...•. ----- A11; S�`r'�{..E ;��r z I i OR DRAPED BLANKET IN5IAATION ;• ADHESIVE ANGHOR5 W/3"X3"xh" 2 HR FIRE RESISTANCE THE UNDERSIDE OF ROOF NON-RATED SFEATHIN6 PROVIDED THE ROOF m (,� • ` :.,:'" -_- :_ <=' - ;-:` E :_s "'";" Y» ;r`°` 15 PROTECTED WITH 5/8'TYPE "X"i6YP5UM BOARD DIRECTLY BENEATH d � ,SAS,-�PL® 2 ,G ISTA ' U#4 HORIZ.REBAR ° . ❑ W i ;i, ,, ,; `�- ' " � •�;. •,��`+: ;�'��/}I` ( THE UNDERSIDE OF ROOF SHEATHINIG AND 15 SUPPORTED BY 2 # ,D T RATED WALL ASSEMBLY DETAIL 4 l Jf, 1, , -, M • ; tit, ; ,: I (1) 4 HORIZ.RE13AR 0 M BASEMENT LEDGERS ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM Kat OF D15TANGE OF 4'-0"ON BOTH SIDES OF 2 HOUR FIRE RATED c ;`4. { r- HEIGHT OF WALL STORY i , ` : ' �;; ^� ` ,,ri ; : '`, ��z' ';; ' ' " ° ` = RESISTANCE WALL ASSEMBLY.ALLOW NO OPENINGS IN ROOF WITHIN i ,•• •, ""3r�f .�,. ,,. :'1- N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 � `'., ; ;i ' ! � >. • ,.= a-' 4-0 OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY EACH '' ''' �`• '`'�`�' ''' ''"& �l 12" FOUNDATION WALL ON 24'x12" TYPICAL BASEMENT SLAB SIDE.MINIMUM GLASS B ROOF SHINGLE TO BE INSTALLED. P.G.FOOTING f 4"P.G.SLAB(MIN.2500 P51 (� --.+� r ' w ,�� `ti, ; • ° ° GONG ., s + Q 7+1' �,�%�,`, •i 1 '''ti„ C L...._ ._ `1. "c.� 1 = "y: �; �•''ti 3 "�•``--.,... t - ° "A06 MIL POLYETFELENE 5TG RATING oPr10N ,�4 -� 't i' i ;: I VAPOR BARRIO 2020 NYSBG SECTION 10616-EXCEPTION 4: U) -s• f TAMP# FILL To 95%DENSITY ~ ✓/r rt \OM1`..•_ I.. � ��.; { it:� { , U56 BROCHURE 5A100 (FIRE RESISTANT °' 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE AT OPTION#2 z U '�. r f •' ! - -•.�_ ' .. \'t ; ,� f i ° ° A55EMBLIE5) Z .; "�.;�i ,; r ;• T �,: ,..--t.. % o a ° ° UNDERSIDE RDOF SHEATHING IF FIRE RETARDANT TREATED SHEATHING w '"' I„' !✓ t, - 1� a.,•. � 'i f{�', ' '"' a ° PAGE 22 (AREA SEPARATION WALL ' 2020 NYSBG SECTION 106.6-EXCEPTION 4: i• t, }""'--+ 15 INSTALLED FOR A DISTANCE OF 4-0ON BOTH 51PB OF 2 HOUR 2 HOUR FIRE RATED RE515TANCE WALL L ;',`, ••` Y --��.,. STEMS FIRE RATED ° d I-IF 5Y ) RESISTANCE WALL ASSEMBLY ASSEMBLY MAY TERMINATE AT THE � � :` ,4E:�:]tS.?k �� ° d° .' ° TEST#UL DES,U341 UNDERSIDE OF ROOF NON-RATED 0 �iEc416 415 5HEATHIN6 PROVIDED THE ROOF 15 HORIZONTAL #4 ° ° °: ACOUSTICAL PERFORMANCE = 5TG 60 PROTECTED WITH 51b" TYPE 'X"GYP5UM Q TEST#RAL-TL-88-350 BOARD DIRECTLY BENEATH THE a ° ° BASED ON 2x4 FRAME WITH MIN. 3" EXA UNDERSIDE OF ROOF SHEATHING AND 15 MINERAL WOOL BATT AT EACH 51DE SUPPORTED BY 2"LEDGERS ATTACHED TO 5EPARATION WALL: (Max Height - 66 ft) THE 51ME5 OF ROOF FRAMING FOR A _ 2 HR FIRE RESISTANCE SECTION 1206.3 OF 2020 NYSBG- WALLS, MINIMUM OF DISTANCE OF 4'-0"ON BOTH PARTITIONS AND FLOOR/GEILIN6 2' H STUD TRACK AN 51DE-5 OF 2 HOUR FIRE RATED RE515TANCE I. Floor, Intermediate or fop Wall -- 2 in. wide channel shaped with I in. long legs formed from No. 25 M56 gale Steel, secured with Suitable A55EMBLIE5 5EPARATIN6 DWELLING CAULK FOR SMOKE TI OPTION #2 y�ALL ASSEMBLY.ALLOW No OPENINGS IN fa5tener5 Spaced 24 in. OG. RATED WALL ASSEMBLY DETAIL ( UNITS FROM EACH OTHER OR FROM J I T OVER ROOF WITHIN 4'-0" OF 2 HOUR FIRE RATED 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 galy Steel having "H" -Shaped flanged spaced 24 In. OG; overall depth 2 in. and PUBLIC OR SERVICE AREAS SHALL HAVE ROOF s® 24"O.G. MINIMURESISTM WALL ASSEMBLY EACH SIDE. r n r FW2 2 TUD5 CONTINUED TO U IDE width I-3 8 in. N.T.S. SEE GLU5TER FOUNDATION PLANS FOR LOCATIONS A 5TG OF 50 OR MORE. F 5HEATHIN6 MINIMUM GLA55 B ROOF SHINGLE TO BE flanew / „ o ANN MM <O � � g - INSTALLED. N REA SEPARATION WALL SYSTEM UL# U336• 1'RO�IDED 5TG-60 I AI SPACE EA. SIDE ~ "' N N M 3. Gypsum Board* -- Two layers of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted USG A into "H" -shaped 5tud5. TEST #RAL-TL-88-350; STC = 60 G6G ING -- Type 5LX. TYPICAL FRAME WALLS (2)PIECES 6.P.TOU6HROGK III UNITED 5TATE5 6YP5UM GO -- Type 5LX FIREGUARD TYPE X SHAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G Y -- Type, 5LX. UNRATED WATER PROOF BOARDS W/ WOOL FIRE BLOCKI z yp WINDOW FIBERGLA55 FIN15H ON BOTH 51DE5 a n AND EDC-E5 ASW CLIPS OR .O(3 U PROTECTED WALL: (Bearin or Nonbearing Wall) ALUM ANGLE CLIPS o 0 0 ° o_ o z �' W g 2 HOUR FIRE RATED RESISTANCE �" AIR SPACE `� `� `� > `� `� a Q co f, DOUBLE H-STUD TRACK WS, N 3 4. Wood 5tud5 -- Nom 2 by 4 In. max spacing 24 In. OG. 5tud5 cross braced at mid-height where necessary for clip attachment. Min 3/4 in. WALL ASSEMBLY SHOWN HATCHED _.._ _....._ SGREWED BACK TO BACK Separation between wood framing and fire separation wall. 4A. 5teel Studs -- (A5 an alternate to Item 4, not shown) -- For Bearing Wall Rating - Gorrosion protected steel studs, min No. 20 M56 so2oiNr5ec,o6s+�oRlzortrALcoNnrulTY. DOUBLE H-STUD TRACK SCREWED FILL I" CAVITY AT FLOORS AND N (0.032q In., min bare metal thickne55) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) gals steel or No. 20 M56 (0.033 in. thick) EXFIRE WIOR KAIAll_BE G EXTERIOR 0U5 FROM BACK TO BACK GEILIN6 W/GYP.BOARD OR MINERAL FxT�ioa rw1 ro EXTERIOR WALL WOOL FIRE BLOCKING N primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the De5lgn of Gold-Formed Steel UNRATED i' AIR SPADE „ 5TG RATING Structural Members by the American Iron and Steel Institute. All design detail5 enhancing the Structural integrity of the wall a55embly, including HINDOW 2 H-STUD TRACK the axial design load Of the studs, shall be a5 specified by the steel stud designer and/or producer, and Shall meet the requirements of all 2020 NY56G SECTION 1065 (2) PIECES G.P.TOU6HROGK I U56 BROCHURE 5A100 (FIRE RESISTANT EXCEPTION #2 FIREGUARD TYPE "X" 5HAFTLINER, 2x4 P.T. 51LL PLATE applicable Io,al code ac enci65. The max Studs acin of wall a55emblie5 Shall not exceed 24 in. OG. Studs attached to floor and ceiling HATER PROOF BOARD5 H/ A55EMBLIE5) pp P g UN5PRINKLERED BUILDINGS: 6ARA6E PAGE 22 (AREA SEPARATION WALL w tracks with 1/2 in. long Type 5-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED FIBER6LA55 FIN15H ON 50TH SIDES 2020 NY55G SECTION-106.5 AND EDEE5 SYSTEMS) a UNEXCAVATED TYPICAL �• i� A151 5pecification5. Top and bottom tracks shall con5lst of steel members, min No. 20 M56 (0.032q in., min bare metal thickness) steel or min SHEATHING TO EXTEND 4-O ON EXCEPTION #3 6ARA6E SLAB TEST#UL DES,U341 O W m No. 20 656 (0.036 in. thick) gals steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound Structural Connection between BOTH 51DE5 OF 2 HOUR FIRE BUILDINGS EQUIPPED W/NFPA 13 OR 414'P.G.SLAB(MIN.3500 P51 GONG) w � RATED RESISTANCE HALL ° REINFORCED WITH bxb,10/Io HAM. ACOUSTICAL PERFORMANCE = 5TG 60 W Q � steel studs, and to ad'acent a55emblie5 such a5 a floor, ceiling, and/or other walls. Attached to floor and ceiling a55emblie5 with Steel NFPA 13R SPRINKLER: I� dl I ; *TAMP E FILL TO45%DENSITY TE5T#RAL-TL-88-350 J 9 A55EMBLY AND OFFSET WALL fasteners spaced not greater than 24 in. O.G. 5tud5 cross-braced with stud framing at midheight where nece55ary for clip attachment. Min 4'-0" MIN. 4'-0"MIN. FIRE RETARDANT TREATED 5HEATHIN6 (1)#4 HORIZ.REBAR ° 'SLOPE GARA6E 5LAB DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3" Z o 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel 5tud5. AT 2 HOUR FIRE RATED RESISTANCE TOWARD56ARA6E DOOR MINERAL WOOL BATT AT EACH 51DE 5tud5 -- AS, an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearin Wall Rating - Channel WALL AOF 2 HO END 8" WIDE x FULL W 4B Steel g y 9 9 HEIGHT OF 2 HOUR FIRE RATED � w 4 2 HR FIRE RESISTANCE ° SECTION 1206.3 of 2020 NYSBG- WALLS cn Shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flange5 and 1/4 in. return, spaced a max of 24 RESISTANCE WALL ASSEMBLY d . r 4. PARTITIONS AND RATIN 7 PHEG in. OG. 5tud5 to be, cut 3:/8 to 3/4 in. 1655 than o55embl height. Top and bottom tracks shall be channel shaped, fabricated from min 25 M56 TED WALL ASSEMBLY DETAIL 2 ASSEMBLIES SEPARATING DWELLING UNITS ed steel min width to accommodate Stud Size, with min I in. long le 5, attached to floor and ceilin with fa5tener5 24 In. OG FROM EACH OTHER OR FROM PUBLIC OR ❑ corrosion protect g g g ° SERVICE AREAS SHALL HAVE A 5TG OF 50 max. 5tud5 cro55-braced with stud framing at midheight where nece55ary for clip attachment. Min 3/4 in. separation between steel framing and N.T.S. OFF-SET EXTERIOR WALLS FW2 a OR MORE. _ area Separation wall. Finl5h rating ha5 not been evaluated for Steel 5tud5. (1)#4 HORIZ.REBAR® MID ° � PROM DSD STG=60 p 2 HOUR FIRE RATED HEIGHT OF WALL STORY � �� (14' 5. 6yp5um Board -- Glas5ified or Uncla551fied -- Min 1/2 in. thick 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to TYPICAL FRAME WALL a ,P ANCHOR BOLTS studs with I-I/4 in. long steel drywall nails spaced 8 in. OG. Vertical points located over studs. (Optional) Joints covered with paper tape and RE515TANGE WALL ASSEMBLY LONG + 3" HOOK,&" MIN z J point compound. Nail he covered with joint compound. SHOWN HATCHED EMBEDMENT) OR ADHESIVE Z ° � NOTE: UL#336 EXCEEDS CURRENT FIRE CODE U' o o cUn 6. Attachment GIip5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. 1695. GIip5 secured with Type 5 5crew5 3/8 in. long to UNIT UNIT 12" FOUNDATION HALL ON 24'xI2" WAGSHH0ER P®324""O/G. STANDARDS AND REDUCES SOUND TRANSFER Cl) "' " ' "H" 5tud5 and with Type W 5crew5 1-1/4 in. long to wood framing through holes provided In clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS " �� AND DOORS °. . ° U �� E D ARC'S 6A. Glip placement (Item 6) for separation walls up to 23 ft high. Space GIip5 a max of 10 ft OG vertically between wood framing and H 5tUd5. a d� Q ���vo 6B. Glip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area _ 'P Z i and "H" studs. - � °' _ ,;.� below re uire5 c11 5 s oced a max 5 ft OG vertical) between wood framing q P P y 9 6G. GIip placement (Item 6) for separation walls up to 66 ft high: Space clips as described in Item 6A for upper 24 ft. Space clips a5 HORIZONTAL #4 U ` described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires GIip5 spaced a max of 40 1n. OG vertically a A, ❑ °23,91 Off' between wood framing and "H" studs. UNRATED SIDING (TVP) ` a UNITS 2 9 of NES ....... 1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN, ° x IOd nails Spa(ed a max. 16 in. OG. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long IOd nails spaced a max I6 2020 NY5 E SECTION "106.5 EXCEPTION #3 JOB NUMBER BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13 SPRINKLER: 2020 NYSBG SECTION 106.5 EXCEPTION #2 ` in. OG. vertically. Intersection between partition wood 5tud5 to be flush with the 2 by 4 in. Studs. The wall partition wood 5tud5 are to be FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED UN5PRINKLERED BUILDINGS: 2 HR FIRE RESISTANCE (MODEL B- 2 2 framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nail5 spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall RE515TANGE WALL A55EMBLY END 5" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED 5HEATHIN6 TO EXTEND 4'-0" Li, partition inter5ection per stud cavity. Non-bearing wall partition Stud depth Shall be. at a minimum equal to the depth of the wall. ON BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE RATED WALL ASSEMBLY DETAIL 5 = SHEET NUMBER 2 HR FIRE RESISTANCE WALL ASSEMBLY ALT- 2 ) & 30 Bearing the UL Glassific.ation Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FI"� RATED WALL ASSEMBLY DETAIL 3 tj IN USG AREA SEPARATION WALL SYSTEM UL# U336; � - 2 , ENNINNINII NNNNi - AT FLUSH CONDITION TEST #RAL-TL-88- 50' STC = 60 (MODEL B- 1 15 ) w Last Updated on 2010 10-21 N.T.S. o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED