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HomeMy WebLinkAbout44796-Z Q�c�FFOt��a Town of Southold 12/22/2020 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41711 Date: 12/22/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 35 Sweet Meadow Ct Unit 60, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-28 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/6/2020 pursuant to which Building Permit No. 44796 dated 3/13/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. (Unit#60) The certificate is issued to Rimor Development LLC of the aforesaid building. - SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0114 10/16/2020 ELECTRICAL CERTIFICATE NO. 44796 12/22/2020 PLUMBERS CERTIFICATION DATED 12/14/2020 )R)Sui&olk P Bing Contr ctors Inc. t d Mgnature 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#: 44796 Dater 3/13/2020 Permission is hereby granted-to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals. (Unit#60, B-1 model) At premises located at: 35 Sweet Meadow Ct Unit 60, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-28, Pursuant to application dated- 3/6/2020 and approved by the Building Inspector. To expire on 9/12/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,704.80 CO -NEW DWELLING $50.00 Total: $1,754.80 Building In ector Fornt No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN MALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with A. For new building or new use: the following. 1, Final survey of property with accurate location of all buildings,propert topographic features. Y lines st reets,and unusual natural or 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9,form). ,3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I°/ 5, Commercial building, industrial building,multiple residences and similar buildings and installation' of Code Compliance,from architect or engineer responsible for the building. lead. 6. Submit Planning Board A s,a certificate Approval of completed site plan requirements. B. For existing buildings(prior to April 9,, 1957)non-conforming uses,or buildings and `1 pre-existing,, 1• Accurate survey of property showing al]property lines,streets, building and unusual P existing land uses: 2•, A properly completed application and consent to inspect signed b thea sual natural or topographic cant.If a denied, the Building Inspector shall state the reasons therefor in writing to the applicant.Certificate of Occupancy is C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling Swimming pool$50.00,Accessory building$50.00, g$50.00, 2. Certificate of Occupancy on Pre-existing BuildingAdditions to accessory building$50.00,Businesses$50.00. 3. Copy of Certificate of Occupancy - $100.00 4• Updated Certificate Of Occupancy-$ 5 5. Temporary Certificate of Occupancy$50'00 -Residential $15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one Location Of Property: ) House No. Street Hamlet Owner or Owners of Property: �6 p✓ ` � �o L� Suffolk County Tax Map No 1000, Section ®dl a Block Lot C tbdi�visiio 14�i� �� c'� � &"<—' Filed Map. "7LPermit N --- 'Date ofHermit. Applicant: � � Health Dept. Approval: -- �•'L... — � Underwriters Approval. Planning Board Approval: f Request for: Temporary Cet�tifi ate Final Certificate: check on Fee Submitted:$ Applicant ign tur "" f CONSENT TO INSPECTION theder un signei,do(es)hereby state; Owner(s') That the undersigned (is)(are)the owner(sof the premises i e T of ts= .. Southold, located at o �, LD12 -�II 67d&ll which is hown and designated on the Suffolk County Tax Map as District 1000, Section W ,,o 1 Block That the undersigned(has)(have)filed,or cause to be filed, an application in the Southold Town Buildgg In tor's Office for the f llowing; That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property,'including any and all buildings located thereon,to conduct such inspections as they may deem necessary with 'respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances,rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections, do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or 'regulations of the Town of Southold, Dated: (=a � L� ( nt (Signature) (Print Name) ®� S®�P�, Town Hall Annex Telephone(631)765-1802 54375 Main Road a`w„�� � a ``_ Fax(631)765-9502` P.O.Box 1179 sean.devlin(a-town.southold.ny.us � c Southold,NY 11971-0959 ®l�1®u ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Rimor Development LLC Address: 35 Sweet Meadow Ct Unit 60 city:Cutchogue st: NY zip 11935 Budding Permit# 44796 Section 102.1 Block 1 Lot. 28 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 Renovation 2nd Floor Hot Tub Addition IX I Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 43 Ceding Fixtures 19 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 3 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 2$ CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceding Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 36 4'LED Exit Fixtures 11 Pump Other Equipment. Septic Disconnect, Micro, DW, Fridge Notes. New House One Story ` Inspector Signature: Date: December 22, 2020 S Devlin-Cert Electrical Compliance Form As Town Hall Annex ` 'Telephone(631)765-1802 54375 Main Road - Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 c4UN11,�� BUILDING DEPARTMENT W j ; 1 i TOWN OF SOUTHOLD D E CI 2 2 2020 CERTIFICATION Date: Aca—WI _ Building'Permit No. Owner: ��Y�tg b e 0 z, (Please print) Plumber: A (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 114*11\ day of �wu'�?�I . 200 (� ANNA FIORITA ----" Notary Public,State of New York Reg.No.01 FI6368364 Qualified in Suffolk County Notary Public, Count Commission ExpiresA---1(-1aa-r �__ _ y Manual S Compliance Report Job: wrightsoft, Date: Jan 07,2019 Entire Douse By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email.r.b.delfino@energytestmgservices com Project, Information For: 7 Sweet Meadow Ct Model 132 (Magnolia)ALT2, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 16372 Btuh Entering coil DB: 75.9°F Outdoor design WB: 71.0°F Latent gain: 2947 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 19320 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 90% of load Latent capacity: 6300 Btuh 214% of load Total capacity: 21000 Btuh 109% of load SHR: 70% Heating Equjpment Design Conditions Outdoor design DB: 10.0°F Heat loss: 31619 Btuh Entering coil DB• 60.4°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: 583 cfm Output capacity: 36800 Btuh 116% of load Temp. rise: 58 OF Meets all requirements of ACCA Manual S. wrightsof , o .c .._ i i ... . o�,o,o oo io���� 2019-Jan-07 11 24 28 • '.nfi,al Ptans Examiner Review FormForm ®C • � Design ® • • • _ RPER 1 B®,,�J Ducts) 15 Mar 09 AkGodorvCatac sa°Artvia Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets)- Yes o No ri Mechanical license. or MJ1AE Form*(and supporting worksheets): Yes Ei No r] OEM performance data(heating,cooling,blower)- Yes 0 No r] Building plan# Manual D Friction Rate Worksheet Yes E] No F1 Duct distribution sketch: Yes No Home address(Street or Lot#,Block,Subdivision) Model B2 (Magnolia)ALT2, Entire House LOAD CALCULATION41 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 aF North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 31619 Btuh Number of bedrooms- 2 Conditioned floor area: 3311 ft2 Summer Design Conditions Number of occupants 3 Outdoor temperature: 83 °F Indoor temperature- 75 *F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth 16.0 ft Sensible heat gain: 18605 Btuh Internal shade: none Latent heat alrl Btuh Blinds,drapes,etc Eave 9 3349 Depth Window Total heat gain 21954 Btuh Number of skylights: 0 • • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace Equipment type SplitAC Heating cfm: 583 Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc. Cooling cfm- 700 Model. Generic Model Generic Static pressure- 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity: 36800 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity atwmterdesignoutdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity 0 Btuh -iVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC MI'601.1) Design airflow 700 cfm Longest supply duct- 200 ft Duct Materials Used Equipment design ESP 0.60 in H2O Longest return duct 88 ft Trunk duct Sheet metal Total device pressure losses -0.6 in H2O Total effective length(TEL): 288 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) I declare the load calcufatioh,equipmeht,,equipment selection and duct design were,rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject'to review and verification. Contractor's printed name: Contractor's signature: Date- -• for Gounty, • •. • ' • •jurisdiction *Home qualifies for MJ1AE Form based on Abridged Edition Checklist 1. tea, Load Short Form Job: " wrightsol o Date: Jan 07,2019 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 Pr6ject Information For: Model B2 (Magnolia)ALT2, 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/ 1008 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 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 58 OF Total cooling 21000 Btuh Actual air flow 583 cfm Actual air flow 700 cfm Air flow factor 0.022 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1655 7647 814 166 36 Bed 2 182 3742 1706 81 76 Bath 2 60 1064 227 23 10 CL 18 0 0 0 0 Stair 1 46 364 57 8 3 Foyer 112 1531 505 33 23 M bath 110 623 124 14 6 CLO 16 0 0 0 0 M bed 351 2338 2405 51 107 Breakfast 55 2079 1978 45 88 Laundry 24 46 851 1 38 Pan 19 0 0 0 0 Dining 199 2298 1073 50 48 Kitchen 186 292 1710 6 76 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Great room 232 4316 4123 94 184 Mud 47 485 137 11 6 Entire House 3311 26825 15711 583 700 Other equip loads 4794 661 Equip. @ 0.88 RSM 14408 Latent cooling 2947 TOTALS 3311 31619 17355 583 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 9 Project Summa Job: wri �Itsof Date: Jan 07,2019 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 ® • • rm, • For: Model B2 (Magnolia)ALT2, Cutchogue, NY 11935 Notes: ® - qqj • e Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 83 OF Inside db 68 OF Inside db 75 OF Design TD 58 OF Design TD 8 OF Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 26825 Btuh Structure 15711 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (75 cfm) 4794 Btuh Central vent (75 cfm) 661 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 31619 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 14408 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 (partial) / 1 Pressure/AVF 50 Pa/ 1008 cfm Structure 1396 Btuh Ducts 0 Btuh Central vent (75 cfm) 1552 Btuh Heating Cooling Outside air Area (fe) 3311 3311 Equipment latent load 2947 Btuh Volume (ft3) 20169 20169 Air changes/hour 0.25 0.11 Equipment Total Load (Sen¢Lat) 17355 Btuh Equiv.AVF (cfm) 85 39 Req. total capacity at 0.70 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92 AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 58 OF Total cooling 21000 Btuh Actual air flow 583 cfm Actual air flow 700 cfm Air flow factor 0.022 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. N Level 2 Breakfast 106 cfm 9,129 cfm 110 cfm 9,110 cfm Great room Kitchen L91 cfm M bed adiab Pan Laundry K46 rfrr Dining �96 cfm 1%60 cfm Mud 16 cfm K 13 cfm M bath CLO K40 cfm Stair 1 Foyer �10 cfrr Broan Exhaust Fan Model L150 56 CFM Energy Star Contmous User Timer Bath 2 �28 cfm CL Garage Bed 2 O98 cfm I Job #: Energy Testing Services LLC Scale: 1 :92 Performed by Energy Testing Services ... Pagel N Level 1 12N44" 199 cfm 9 14x16 1 9" adiab smnt 2 2' 99 cfm 16 Make up air 60z--� CFM Skuttle Model 2161 Job #: Energy Testing Services LLC Scale: 1 :92 Performed by Energy Testing Services ... Page Duct System Summary Job: - - wrightsoft" Date: Jan 07,2019 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 • a • For: Model B2 (Magnolia)ALT2, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/ 0.003 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 583 cfm 700 cfm Total effective length (TEL) 288 ft • •ly'Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat] Ln (ft) Ln (ft) Trunk Bath 2 h 1064 28 12 0.004 5.0 Ox 0 MtFx 28.8 140.0 st1 Bed 2 h 3742 98 91 0.004 9.0 Ox 0 MtFx 32.8 130.0 st1 Breakfast c 1978 54 106 0.004 9.0 OX 0 MtFx 28.8 150.0 st2A Bsmnt h 7647 199 44 0.004 12.0 OX 0 MtFx 28.8 150.0 st2A Dining h 2298 60 57 0.004 7.0 Ox 0 MtFx 16.3 165.0 st2 Foyer h 1531 40 27 0.004 6.0 Ox 0 MtFx 16.0 150.0 st1 Great room c 2061 56 110 0.004 10.0 OX 0 MtFx 34.0 130.0 st2 Great room-A c 2061 56 110 0.004 10.0 OX 0 MtFx 34.8 140.0 st2 Kitchen c 1710 8 91 0.004 9.0 OX 0 MtFx 16.8 150.0 st2 Laundry c 851 1 46 0.004 6.0 Ox 0 MtFx 6.8 160.0 st2 M bath h 623 16 7 0.004 4.0 OX 0 MtFx 17.5 165.0 st1 M bed c 2405 61 129 0.003 10.0 Ox 0 MtFx 40.3 160.0 st2A Mud h 485 13 7 0.004 4.0 Ox 0 MtFx 8.3 160.0 st1 Stair 1 h 57 10 3 0 0 Ox 0 MtFx 0 0 p Ply,Trunk P - • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 315 278 0.003 202 17.6 16 x 14 ShtMetl st2 st1 Peak AVF 194 144 0.004 218 14.4 16 x 8 ShtMetl st2 Peak AVF 496 693 0.003 208 23.6 16 x 30 ShtMetl Bold/italic values have been manually overridden wright soft, 2019-Jan-07 11 24 28 Return Branch Detal] 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 rb1 0x0 199 44 88.2 0.003 254 12.0 Ox 0 MtFx rt1 rb2 0x0 500 796 85.5 0.004 216 26.0 Ox 0 MtFx rt1 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 700 840 0.003 228 26.0 0 x 0 ShtMetl wrightso t® ,,- - 2019-Jan-07 11 24 28 name Energy RaUng cerdficate Property HERS 35 Sweet Meadow Ct Rating Type: Confirmed Certified Energy Rater: Robert B Delfino Harvest Pointe Rating Date: 2020-12-18 Rating Number: 3088 35 Sweet Meadow Ct Registry ID: 423841500 Cutchogue , NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 50.7 $1104 41% General Information Cooling 0.7 $46 2% Conditioned Area 3214 sq. ft. House Type Townhouse, end unit Hot Water 11.8 $225 8% Conditioned Volume 30910 cubic ft. Foundation Conditioned basement Lights/Appliances 22.9 $1322 49% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 86.1 $2713 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. -� Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Crite rld Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria-for the following: Duct Leakage to Outside 10.00 CFM25 2015 IECC UA Compliance `r o 2015 IECC HERS ERI Fn Ventilation System Exhaust Only: 120 cfm, 23.2 watts. 2015 IECC ERI Programmable Thermostat Heat=Yes; Cool=Yes 2018 IECC UA Compliandey, ?, ru Building Shell Features 2018 IECC ERI CD Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under ECCC New York State 2020 G; o n� •`j Sealed Attic NA Exposed Floor NA ;_ _E •1 Vaulted Ceiling NA dow Type U-Value: 0.320, SHGC: 0.300t� Above Grade Walls R-21.0 Infiltra 'on Rate H g: 1471 Clg: 1471 CFM50 Foundation Walls R-13.0 ethod r door 1471 CFM X 60 Min/Hr/ 3091 OFT^3 2 85ACH@5 a Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 R e/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Na ural gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 631-252-1063 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: (- REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 35 Sweet Meadow Ct City: CutChogue Builder Name: Rimor Development, LLC Builder Tracking# Combustion Appliance Zone (CAZ) # 1 of Location of this CAZ: Condition (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-12-18 Outdoors Temp During Test: 33 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No Net Change: N/A pa. If Yes,Total CFM Simulated 0 (explain in notes) NOTES: Hea#ng System Primary: Yes No❑ Type: Furnace ✓❑Boiler❑Heat Pumper Other❑ Efficiency 1 Fuel Tvpe z Ventine Type_3 Drat SpillageSin ICO , kEl CO Circle Tye A'(Pascal)_ (Worst Case (Natural) (Worst Case)' (Natural) Rating:95 N✓❑P❑OFIED N®NOM❑SE NSA Pa Pass 21 Fail❑ PassEFailO N/APPM N/APPM Water Heater Primary: Yes ❑✓ Type: Standard Tank✓Indirect 0 Tankless ❑ Size: 75.0 Style Common Vent❑ No histantaneous®Commercial (SeeNote5below) (Gallons) 4 Stand Alone ❑✓ s z Vendng'Tyye 3 Dra t, SS i�lla�e Spillape:(Natural) CO CO Efficiency Fuel TVt)e (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF:0,69 N❑✓ P[JOaEL] N❑MQ✓ S /A Pa Pass Q✓ Fail❑ Pass0FailE1 N/APPM N/A PPM Olen Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO 3 PPM I Ambient CO(During Oven CO Testing) 0 PPM 1 Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Robert B. Delfino Rater Number: 2652967 Rater Signature: � � - Date: 2020-12-18 ivzf%"ANICAI CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all lthe residecalculantial units at the above referenced project have been included In our Manual Best regards, Louis DeSantis President ' l DEC 2 2 2020 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 GRCI-I ARCHITECTURE PC "=Ti"!'^.�=';LY'C5`�"'*��ti,�.:;W-"°...,c"",' t'"'_,Y','E{""*r�'"-�-,.'ly Ci'�"-";'r z.-tet,"�r�� �— •r .� • 3759 EXPREsE DRIVE SOUTH I.4 SUITE 202 ISLANDIA, ICY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450, Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ?Cherve d, REO AR Q�ERT CCA EED AP DEC 2 2 2020 Nr� � 023810 ., OF NES GRCI-I ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 October 16, 2020 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold,NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue,New York Unit 60 -permit#44796 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2020 New York State Residential Code. spectful submitted, ED ARc CzERT C& mak/ 1 CA C2.c len he y,AIA, LEED AP Princi a (P 9 T0238A0 DF NE�`l \3 DEC 2 2 2020 �f l GRCH ARCHITECTURE PC 3750 EXPRESS DRNE SOUTH f SUITE 202 j� ISLANDw NY 11749 VWVW.GRCHARCHITECTURE.COM (631)8s4-3395 October 16, 2020 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 No. 60 Permit No. 44796 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. ;erve itted, '(EREDARC ��� �QZERT CyF y GA, LEVD APS;' �'. . D E C 2 2 2020 '9T 023810 O SOF NE�`l SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR i 3,i TOWN ENGINEER TOWN OF SOUTHOLD,NEW YORK 11971 TOWN HALL - 53095 MAIN ROAD Tel. (631)-765-1560 Fax. (631)-765—9015 'N,IICFIAEI-.COLI,tN'Sf7i�TOWNSOL-fl-IOI.D NY-US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings November 13, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re:- Harvest Pointe— Units 59-62& 73-76 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for Units 59-62. The developer has also achieved final stabilization for the front and side planted areas of Units 73-76. The rear areas of Units 73-76 have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of Units 73-76 have not yet been paved but the base material has been placed and thoroughly corn*pacted. Due to the location of Units 73-76, 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 eight(8) 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 IUIL� Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector DEC 2 2 2020 7 j ,J OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ;',1 �� P.O.Bog 1179 54375 State Route 26 �►`. Southold,NY 11971 ; (cor.Main Rd.&Youngs Ave.) a '� - Southold,NY ,�1 Telephone:681765-1938 `� - f www.southoldtownny.gov PLANNING BOARD OFFICE November 18, 2020 TOWN OF SOUTHOLD f Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 j .i Re: Certificates of Occupancy re: Units 59-62, 73-76, Tennis & Pickleball Court The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: 4 The Planning Board has found that the requirements for Units# 59-62, 73-76, along with the Tennis Court and Pickleball Court of the above-referenced Residential Site Plan have been completed based on the site inspection made on November 10, 2020 and the subsequent work session discussion November 16, 2020. These units, courts and the supporting infrastructure on site, are now in general conformance with the approved.site plan dated September 26, 2017 and the amended site plan for1he x Pickleball Court dated January 27, 2020; the Planning Board supports the issuance of a Certificate of Occupancy for these improvements. 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. t 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. espe tf ly* f q Donald J. Wilcenski Chairman - ,fit ,yrs cc: Michael Verity, Chief Building Inspector] Y Michael Collins, Town Engineer DEC 2 2 2020 77 ,rq 1 A r ' � t e a�;1 �: Vit! r f i��+.1 9,v'e•ae '� Vit.,, ti r 1L a f,�'aj��,(� �• p.f 's/•'dIc � r �G`%C'f a 1. y�► r � t � s�•1,�,1L Y�. �� ,�W" f I 'N yI Y fg-5.�f r i• pJ" 6 r 44 M • rj� t ....... __- JL n y 5 �3 r„ r v , • a - y a x! 1� ,7 d I Y � r M1' y. 1. l i Al4I WO �ti k n "y v t : +t,d, tee; •-...� •; 4'"-�'"Y s L. .r: IMP-- Poo yam,• 7-7 • le r ''� ' � r�� d :T a2� =t�a�' Jr,y�Yu�'�'�* +r'�•�*���!�yz h�y ,,�C �i '1 y�•: �,If. �. is � r w -.a r _ +. r����yr r�if��el""..i...�C' 7 M � t t`..���•*�... ,:✓ �7Xi �� ' � ,r.���.tKr �;y�i h� ti �• r;� rig •.. �' P. �� ' K i {err 7• r Y ,'.�r�'r}•�!F a's'h t " y, i .. L o�O�P SO�TyO � <o TOWN-OF SOUT OLD BUILDING DEPT. 765-1802 INSPECTION r J OUNDATION 1ST ] ROUGH PLBG. -] FOUNDATION,2ND - [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [° ] FIRE SAFETY INSPECTION [ -'IFIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ - I CODE VIOLATION [ ]- PRE C/O REMARKS: or . six. S��rv� i DATE I INSPECTOR q SOUIHp # TOWN OF SOUTHOLD BUILDING DEPT. p`ycoN�' 765-1802 INSPEC.7-ROUGH I [ ] FOUNDATION 1ST [ PL13G. [ ] OUNDATION 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: a DATE 10 1.5402,0 INSPECTORkyj"444 OF SOUTyO 01 1 �� ---- --— # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycou765-1802 INSPECT ON [. ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND , INSULATION/CAULKING [ ] F MING /STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION( r [ ] PRE C/O REMARKS: VJo� C:a�JI o DATE D INSPECTOR Uf SOUIyOIo \ V� Li # # TOWN OCCC F SOUTHOLD BUILDING DEPT, Vid cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &`CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] •FIRE'RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE ILI INSPECTOR .� ` u h � - 1 Y oy�a yo # # TOWN OF SOUTHOLD BUILDING DEPT. y�m►rnr `� 765-1802 INSPECTION [ -I FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING z [ ] FRAMING/STRAPPING [ Vf `FINAL 4/p [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ]- FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR hO�apFSOUTyolo 1� -70 3S swee9 Aledt,4&� # TOWN OF SOUTHOLD BUILDING DEPT. 7655- 1802 ANSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: z DATE INSPECTOR FIELD INSPECTION REPORT TE COMMENTS Ali! n FOUNDATION (1ST) ------------------------------------- FOUNDATION(2ND) z 9v �n,b V Q H ROUGH FRAMING& PLUMBING ,H 7A Ott L�BSvI O INStiLATION PER N.Y. � H STATE ENERGY CODE N S FINAL ADDITIONAL COMMENTS 7 5o. Qo o �"05 �-ORe..c` d 517'I C rn to r s �} Li re vj qEjj E4 a °z x � x TOWN OF SOUTHOLD BUILDINCi'PERIV MAPPLICATION CHECKLIST BUILDING DEPARTMENT E,po you;have;,or need the following,before-applying? TOWN HALL Board of Health - SOUTHOLD,NY,11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey- Southold town ny.govv urveySoutholdtownny.gov = PERIVI'I?'1V0. _ Check Septic Form N.Y.S.D.E.C. Trustees C:O.Application 2 Flood Permit Examined �J .20 Single&Separate Truss Identification Form - Storm-water.Assessment Form Contact: � � lt/'�'Go�iet�dVT Approved '20 � Mail to-- 4c> kv Disapproved a/c C / Jt/ f 3J Phone: 6 / 7 �6 Expiration E� ,20 -4 s B din nspector ' 3APPLICATIONYOR BUILDING PERMIT MAR _ 6 2020 Date , 20, INSTRUCTIONS a. TIiis',,applicatioh:MUST,be gompletely filled in by typewriter or in,ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises;relationship to adjoining premises,or public streets or areas, and-waterways. c. The work covered by this application tnay,not be commenced before issuance-of Building Permit. ., d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied;or.used in,whole or in part�for1any purpose what so ever until the Building Inspector issues_a Certificate of Occupancy. - "•`' _ "``' f.,Every-building permit shall expire if the work authorized has not commenced within 12 months after the date of 4 4y-:�• ,'issuance or'has nofbeen completed within.l$montlis`from such date.Ifno zoning i#tnendments or other regulations affecting the property have been-enacted in'the interim,the Building Inspector may authorize;�in writing;th`e-extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS-HEREBY MADE to the Building Department for`the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold;Suffolk County,New York,and other applicable,Laws,Ordinances or Regulations, for the construction of buildings,,,additions,or alterations or,for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and,to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or nanie,if a corporation) P-0 I'M '(Mailing address of ap licant) State whether applicant-is owner, lessee,'agent;architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises° Rl(rno a,c (As on thetax roll or.latest deed)> I-f applicant is a corpor i n, signatur o 4uly a th zed offic r P , (Name and title of corp ate officer) ' Builders License No. Plumbers License No. Electricians License'No. Other Trade's License No. 1. Location of.land on which proposed work will be done: wat _ House Number• Street Hamlet Block 0 /.- Lot County Tax Map N0.4000 Section, ook • l" ' C Subdivision ' AaVVZ41f-40°' Filed Map No. T j j_Lot_pP (COHPO) :. 9 2. State existing use and occupancy of premises and intended use and occupancy of proposed con_ struction: a. - Existing use and occupancy b. Intended use and occupancy co ,Ido "` W,'91td- 1 ` 3. Nature of work(check which applicable): New Building. Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost o o cFee (To be paid on filing this application) 5. If dwelling, number of dwelling units ' Number of dwelling units on each floor ., If,garag,e,.number of cars dal-1- 6. If business, com`inercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions-of eXisting structures, if any: Front Rear Depth Heighf* Number of Stories , Dimensions of same structure with alterations-or additions: Front Rear Depth Height Number of Stories — 8. Dimensions of entire new construction: Front �� (��r Rear ?J � Depth ' s Height : as.,D °i Number of Stories VA bcz.-4 � t 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. W i I I lot be re-graded? YESZNO Will excess filfbe removed from premises? YES NO 14. Names of Owner of premises C, Address � a W Phone No. Name of Architect 6Mc r4 Address ZS 'a— -t-4V Phone No Name of Contractor 5a#4 43 dt4A44,-' Address Phone No. -----' 1 5 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO y IF YES, SOUTHOLD TOWN TRUSTEES'&D.E.C. PERMITS MAYBE RE RED. b. Is this property within 300 feet of a tidal wetland? * YES NO, IF YES, D.E.C.-PERMITS MAY BE ,REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at an point on roe is at I0,feet or below, must provide to o �Zta on surve . Yp p PY � p pgY'18. Are there any covenants and restrictions with respect to ths property? k YES x IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: " COUNTY OF n v�� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signi g contract)above named, (S)He is the (Contrac r,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to•perform or have performed the said work and to make andrfile this,application: that all statements contained in this application are true to the best of his knowledge and Yqlieg and thal the work will be performed in the manner set forth in the application filed therewith. Sworn to before jttz this ay o f. 20 SHERRY Notary P lic NOTARY PUBLIC,STATE OF NEW lit ure of App cal ' Registration No. 01 PI6388308 Qualified in Suffolk County Commission Expires March 04, 2023 BUILDING DEPARTMENT- Electrical Inspector �F ✓ mIr TOWN OF SOUTHOLD 010-) Town Hall Annex - 54.375 Main Road - PO Box 1179 Southold, Blew York 11971-0959 ��<_ Telephone (631) 765-1802 - FAX (631) 765-9502 ro err southo9dtownn . ov°� seand sotatholdtownn . ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRIUAN INFORMATION (Ali Information Required) aDate*Company Name:name: � � �� ►License No.: Cj � � em il: �Address: 0 Phone No.: JOB SITE INFORMATION (All Information Required Name: LLC Address: is- w a Cross Street: �--� Phone No.: 3i Bldg.Permit#: Ll{ �l email: co Tax Map District: 1000 Section: 1C)a: (-)I Block: 1 - 0L2 Lo . BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: NZ Rough In Final Do you need a Temp Certificate?: Issued On Temp Information' (All information required) Service Siz .1 Ph 3 Ph Size: _A # Meters--L__-- Old Meter# CewServi - - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION b Request for Inspection Form-xis �� BUILDING-DEPARTMENT-Electrical Inspector TOWN OF S®UTHOLD i Town Hall Annex- 54375 Main Road - PO Box 1179 - Southold, New York 11971-0959 Telephone (631) 765=1802 - FAX (631)'765-9502 ro �i ^southold#ownny Qov— seand(&-southoldtownnv-ice =� APPLICATION FOR ELECTRICAL. INSPECTION ELECTRICIAN INFORMATION (Ali information Required] Date: Company Name: Name: License No.: p em Ice - -f, d n Phone No. . OB SITE INFORMI NTION (All information Required Name: loi t�1 . po)Address: " 5 �,. Cross 81reet} Phone N4o.. i BIdg.Permit#: , ,nV- Section: flog of Block: ( . t� Lo Tex Map District: 1000 - A BRIEF DESCRIPTION OF WORK(Please Prent Clearly) Circle AIt That Apply: Final YES NO ugh e d for ins ection?: Rough n _,_ls.to ,i_..e_Y P... y __ _.,___._ Do you need a Temp Certificate?: ES O Issued On Temp Information: All information required) A r _. #Meter's. ._ O{d.Meter# ._ . Servilce Siz 1 Ph 3 PhSize:....__ _ ew,Seni - Fire Reconnect-Flood Reconnect-Service Reconnected-Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional information: PAYMENT DUE 1611TH APPLICATION Request for inspection FormAss �I� PERMIT# ---- -- -- - -- --- - -i=-- � - dress: -- - -- - - - - - Switches Outlets GFI's ,• _ Surface _ a ,I:VN UC Lts Fans ,_ , r .aFridge 5 A.�<k ', °� HWi`-U�„`� .� -Shat - r' ., d 3'hLjryer` _ . Smokes -- ire - ---- p� ��� Carbon-`” - Micro "> ,•. Genera#or r. Como" - �.,., =t. x _ NR t::h „ ',`.,.. ''Cadktop z Transfer,; AC _.�___ .,,. n . -� .: SY<sv,N s, . .. Y.? 4 AH ,Mini4_-- . � Special: _f�['/��� yC% , .� L.�. d Comments. r _._ . , . _ .,...., n....,,. ___.-,.., - Q.' ,• r r4i_ �x ��s 35y "" ° v k✓i r i i-4;,'`<rt.Z:� qu4 S.P�. £i' �..i{.,j ;3'g F: n✓ r.k v ;. � ,. - - .,, - �5 s Si�FF0(./cCOG Town Hall Annex 54375 Main Road y� Telephone(631)765-1802 � P. O. Box 1179 c Fax(631)765-9502 Southold, NY 11971-0959 c. cp 1Ql J% Sao BUILDING DEPARTMI NT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOL) CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: - L� Location of Property: _ 62 LDUf Nad elf QUC Please take notice that the{chedk applicable,line): LL: New commercial•ot•re_sident!M.,structure :Addition to existiing commercial Qr residential structi rot' :a. ffi Rehabilitatijoh""'an existirig'60ffimercial or resideriti�l. structure-f •. .,:s,`•}' .,..•moi t :.Y. . , to be constructe$_Pt,performed at the subject•property reference above will utilize (check ap 'cati`tegho): Truss + e ._tYI? -construction (TT) Pre-enginee'ebd-good+construction (PW) Timber const cfotion'(TC)-.; in the following location(s) (check applicableT'ne):` Floor framing, includi girders'and beams (F) Roof framing (R) Floor and roof,fr mi g FR) . Signature: Name (person submitting this fo ): HAc) Capacity (check applicable line): Owner / Owner representative TrussReg15.docx Effective 1/1/2015 Y :ti+y�'n r�Cny'xay�'���>;�''� �:�7.FL�Y���•t�..'�`rs,-3.ti - ��_:�C�.�.a.:..^C+ri✓•- '�vl:•�:yam `�3a� ►s��.�S�-,{��• �p'r'I:a r♦1r w�1 j'�'. �'�•.�.'=ti:t j�' ;� � v �• r.in. � v 44 ri.y t1n?.�t t��;, i �yh'L�3�••�`l n;;�7w Y P.1! T a�i•;� Vii~♦7�'" ;� rr?'yfa{ .� 4 Jt f�'tti.• ai �.' t� /�. �t�rC r�L,l iii Ti�'1�� �.{:%yi - ♦.�.�T. St�._'.E•�t y �� �.' l:ti (4TH 1 - � lri•e' . q. t` `q� r �. r•1 1 � y - �i T ftCJr. ,+r;� y• oaf Tia �� � S•c �,r: .3-•J� 3 • 1 1 i\ r S P {t-�`y:i.=._'._.,'W.Tx.ii v,.`"• N -rye _��r.+"arej�vu.-�'�-,,�.*�",";^`-"a` :":'�ti ;��.,�;c_,-,-�ti_„- ., : --- ',✓.w''” }"-;;`- - ,�'vY' %�" '�� c,.-'x�`'ki''n`,a a ,, ar.'�e? `.'..-; 4.-,?$�.` ",.�,✓�-.,. „_ -asp._,_+� ''^-,. , ip.�. �,a�*> a'� '�' �Ldffi'�'�``•�tri`C.u.•.,``�.. 4`�'aS's�'o�`�,'�;`y'�+ S��u "ypc .�,'{�.: s' ��„ i ,.,}9< =c-y Ty-.+;•. :��-:i,llz ," yFF'r'.. ,� "n�.�c"w.��ch"��?'��`t p��' - _ -- _ c `3,`e�L�- _ _ . - .. e3�5`. z��s.-sn+'K�-�`• ? �h;�-`����,*d'�i.^,�rc�a`�-xu�w�, �-:.",eag� `- .`..��P�:•=:'_-,- _ _ TYPE B-D RD �; RAMP z (TYP.) Q L l 1 ,� -ate.._ n 1 i4 '.•. RIC 3x ` - � - '`�,:z',,�^„, .�r;':�., fit: t_- �,,,-�;� r; "•'.. is LA es SEE PLANS BY OTHERS s` -- ( e2 66 / FOR POOL DESIGN e1 ?R ' r "1 ry rtrr. • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS '` ' AS' FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS. AND/OR MANUFACTURER'S RECOMMENDED ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. BE MINIMUM 6"" DR-18 PVC OR CAST IRON WITH A BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED 5 IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1%• TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. .L BE C900 SLUE BRUTE DR-18 P AL. WATER MAIN TO BE 10"" WITH R HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. =R 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 MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' SEWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING ID WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND ® PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE D MAY VARY DUE TO FIELD CONDITIONS. ,ELECTRIC 4E HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN ER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING • BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER IET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. E INSTALLED UNDERGROUND. s Habitable Garage Area Total (SF) Harvest- Pointe at Unit Numbers Area (SF) (SF) 77-124 1,999 486 2,485 C(, tc h®g u e 1,3,8,10,12,14, 21,23,26,27,29, Cutch®gue, New York ; 51,33,36,39,41,45 1,599 363 1,962 Town of Southold 6,47,49,50,52,54, i, 58, 59,68, 72, 76 No. 'Revision Date Appvd. 13 TOWN/SCDHS REVISIONS 7/28/17 AVL - 2,5,6,9,11,13, 12 TOWN REVISIONS 6/14/17 AVL 19,20,22,24, 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL •0,42,44,48,511531 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL 7,60,62,64,66,70, - -- -- -- -- — - --— . -- g. 30WN-REVISIONS—; — - . - 312IJ1Zi__AVL..___. == 8 SCDH REVISIONS 3/9/17 AVL 4 7 34,37►43,55, 1,979 �•- r. a�,r•,�W ch- � Fes,...' " ' +.:R"' siRa•''w,`,.."" 4k. •n "-,"3 x�{: eCkedbYw;'.;•%'7-Fa;r--'„' , , 1,599 380 ,;;;;., ��. m '�` r.}'a,��;ka` �".'=��x X;w.,.k-a F:#y-,y,r 'Y'+•" -�"tr+ (-��C2yr�?"tt,�: 51,63,65,67,69,71r��#^ �L� fi,.• .r�. ' � .v '*w"�' y6d�'S,i 'ss-'��:� L'4fi �c,T� c�!,ose•za,��c',��%,,..N.,✓n�"rr\�'v'r'�'^ *'�hL zy.Yc?`.a`�,�. r. ��,+.n"0:i'rs�.r`"'��'z.,v r.;r ,n,�,�t�s 'zt,,.,Nr•-•:"--.,ci.. �s :« fi'" -.'tir..'., , � 1,999 2,407 Issued for Date ; 15 1617 18 408 July 10, 2015 ' N/A 6,188 N/A 6,188 SCTM: 1000-102-01-33.3 t miMinq TRIOt 5C®HS A roval SUFFOUi'�U�L1N�'b°I PA�� I@W®F'KhL SERViCIES PSHM FOR APPROVAL OF NUCTION FOR A i SINQW 4FAWLY RESIDENCE CNLV OATS��" ..�.HS nERNO. ra % f 'r Deawing Number APPROVED . FOR MAXIMUM OF NJ M B WS � g SOF N6 yL ; Expm a THREE YEARS FROM DATE OF APPROVE. ��� '0 0 b. 4 0 ® �•, a�a+ qi � � :tea• • � 'lid � w ;,t , d 4y n ) Sheet of 9 2g i I 7 AqoPESSI oN�'y �...._.a Project Number 29305.00 SC®HS Reference # C10-06-0013 WINDOW• NOTES: LPO WE�•1 TMP THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, ST-2 .8PLANTINGPLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION °DI O 17.8 17N SO 1 O 15.0' � IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, WO ENC► PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY wCONC• z PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED C ONC.ENCL• PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF L CCO is PORCH C3 A/C UNIT PROFESSIONAL AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE PORCH ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND ti 1' THE NOTATION-ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 15.9' 47 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION A1C UNIT❑ aa 1 UNIT 59 W COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 1.91 1 °� Z SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 'Ll �2 o Ij 60 co o 1 II_R3 SIDENCE O NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS S-f(FRAME U OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED RIO 3.0 2 0' G FL.1=33.3 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE U CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, PAVER _ GAS SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS o m r GE�1 _170' MANI I OTHER THAN VISIBLE PERMANENT STRUCTURES 1.7 3.3' 11 GARP` i—— c COPYRIGHT®NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS 1 GARAGEm 12.9 Ed E RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, Y tt Z) RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED �j o 4.1 N 18,8' � PAVER U IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 6PERMISSION OF THE SURVEYOR � iv r 19.8' cU m vO p 17 0' U-1 K U U WWF � >>W ocao � oaf oat rip0 N HfDm °DI O io m� I DO °� PROP CURB I / o^ SWEEP N COO oM� w -_j p0 M _I E SUB PAVEMENT < I o Cp i90 Q a ` po rnt` ip N 51°26'35" E r1_ Ico e0 'Q. 71.05' N 0' I S 24'°33'07"W '5C9 �� 107.80' R=410.00' I L=409.21' S 65026'53" E 167.99' (ACTUAL) ��®F NE� 49.54J- �✓ O� r— — — .reQ' DAVID R=275.00' �,5�� I S52055'20"W �j C@� 'Occj 03-20-2020 FOUNDATION LOCATION L=77.85' �` \-k' S37°04'40"E �� �� FINAL SURVEY FOR � � 07-17-2020 SANITARY AS-BUILT S49°09'21" E 95.00' 0 �"� v UNITS 59-60 UNIT,DESGNATION MAP OF LLI I 11-20-2020 FINAL SURVEY 238.82' 1— z I O HARVEST POINTE CONDOMINIUM 1 NTOWN OF FILE NO.:471 FILED January 09, 2018 S 40052'38" E > LU I cS' ®•0502 �`V SITUATED AT 27.03 Q Z SOUTHOLD CUTCHOGUE S52055'20"W = 5 �A TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 19.24' I S C.T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 27&28 L1 , ; -�5'` I q w r r �V NELSON & POPE {�� ! 1 j FL W 1 4 ENGINEERS & SURVEYORS 1 `j I.L. 1 - 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 �a SCHOOL HOUSE LANE I _�.I --- s_- DEC 2 2 2�2o I O �� / PHONE(631)427-5665 FAX(631)427-5620 Y WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDNIDUALS00 26 IS SCALE: �.4 r•._. r.� -= CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 �, ���26 1"=30' - i ) DATE: 11-23-2020 PROJECT NO.: �I I - 4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NOTES: APPROVAL OF COINSTRUCTED WORKS FOR � THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PRO9gSINGLE AE t-1--LY RESIDENCE NOT PIN ENDED TO GUIDE THE ERECTION OF ERTY LINES ARE FOR A SPECIFIC PURPOSE ENCES,RETAIN N WEALLSO OOLRE S. INGLE�• W b3AA �Ld OCTC ® ��}�a, 9 t� r ` n � O PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION ®�ticw 'C ICI IYI 6 2020 .�1.�. Gqb.].P.E . \O-'�� 0„ co N c�+� �� W [+7 7 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, > > O O N 0 2�0 t L PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY The iga� mz� VdGger;,L,PPIy f ft$a4 t$11v R ti®dB IleH6 0'o x 10' z z co� co - N n¢� WINRwELL, < PERSON,UNLESS GI IS ACTING UNDER THE DIRECTION OFALICENSED PROFESSIONAL ENGINEER IN LAND SURVEYOR,TO ALTER AN ITEM E ANYWAY IF � � $ilsK1h �� P$ cmer agerip� ��1� P L.? LP Z Z Z �@) Q Z TYP 1 Z AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE bspecW U� _1 W ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND tea_„ ®�A ��®� f� Q THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE Dbe PdtS35I7 6"0U A 1 1 1 W ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION DI st2 o IJ.J O 15.0' Z a COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY Craig Knepper, i'.E., Chief 4"SDR-35 CO INV co O m NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS CO IN\1 30 43 r�n S OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED Office of Wastewater Mana ement 30.41 471 v' UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED J B r 15 9' N AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE , 0 L1 I UNIT 59 ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN p�O in 1 0' UNIT 60 I C� PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED 2 TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS U0 FRAM 1 RESIDENCE 0 G 00 THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP v 1 STM OUNQATION 33 G CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR g FURTHER DESIGN ,L Q, [TOP OFF PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE - — — � CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, r— Liu SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS to 3 3' I GARAGE �———_—1 7.0' G � OTHER THAN VISIBLE PERMANENT STRUCTURES O E COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS 01 I GARAGE co 12 9' 00 I RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, pRECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED \\ J zO I I cp �' U c2u WRITTEN 1' IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITN \ N N 18,8' Ul CLU I I ?� PERMISSION OF THE SURVEYOR ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT SHOWN 62 \\ `17V 0 3 c N Chu I ALL SANITARY PIPING 4.8 6"SDR-35,TYPICAL \ c WW / II \ m\ \ CLUU \ �U1 3 o DISANITARY SYSTEM AS-BUILT TABLE \ \G `NI I 3 _ � STRUCTURE NAME TIE A TIE B \\o D\ — — — `a UNITS#59,60 DROP? CURB w_�w-w-w-w1 O "If ®F- NEIV ST-1 1 46.7' 33.8- GB ;\ /MpN _ G GAS SERVICE �(� }' ST-2 52.3' 31.4' 9 GVFt6\ /P:10- �GE E AGE SCE�,GE �� ��pAVID,fl��®� LP 62.4' 35.6' ELEC SERVICE �1 I O % O SWEET I �, I cc0 t� {;`� ? , f;� n' �i�G//� MEADOW COURT I I � N 50213 Jk� / SUB PAVEMENT L S } ILjI , D E:,� 2 2 2020 03-20-2020 FOUNDATION LOCATION ,..r,-,rs�..FY:�,P9_���T,�;��a �� �/ 3 SANITARY AS-CONSTRUCTED SURVEY FOR e �y / o7-n-2020 SANITARY AS-BUILT UNITS 59-60 UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK HEALTH DEPARTMENT REFRENCE NUMBERS 8t AREA'S S C T M DISTRICT 1000,SECTION 10201,BLOCK 0100,LOTS 027.0008,028 000 UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA o0 L N E L S O N + P O f E Wl 59R10-17-0113 1,599 S.F. 363 S.F. 1,962 S.F. 1,599 S.F. 363 S.F. 1,9162 S.F. Af engin"m ®architects o surveyors S p C C I 12020 I 70 Maxess Road,Melville,NY 11747. 631427.5665. nelsonpope.com P 111 DRAWN BY: NP CADD No.:INDNIDUALSURVE 00026 1 SCALE: 00026_1 —F— I CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I �U-�-.CC). HEALTH vi`�V� �� .I„=30' DATE: 07-08-2020 PROJECT NO.: 00026 y APrjRnV ED ASNOTED • ° Blower door DATE: B.P.# C `� and ductwork FEE: BY testing required. NOTIFY BUILDING DE'ARTMENT AT - 765-1802 8 AM 'i C 4 PM FOR THE • FOLLOWING INSPECTIONS: Must provide Manuals 1. FOUNDATION - _'W'; REQUIRED D J and S as per FOR POURED CUNL'PETE 2. ROUGH - FRAMIPIG PLUMBING NYS Energy Code 3. INSULATION 4. FINAL - CONSTRUCTION MUST ELECTRICAL BE COMPLETE FOR C.O. INSPECTION REQUIRES ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CCNDITIONS OF PLUMBER CERTIFICA '?( LD TOWN ZBA ON LEAD CONTENT Bf. CERTIFICATE OF OCCi b SO'JTHOL11 TOWN PLANNING BOARD SOLDER;USED IN W:' SUPPL Y'SYSTEM CA ' EXCEED 2/10 OF '<i Z OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE : kN'u G STE', *V#Efl LINES NEED OF OCCUPANCY .1,E6hNG SEFORE COVERING DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code All exterior lighting installed,replaced or ':'d0 NOT PROCEED WITH` - repaired shall conform _--FRAMING UNTIL SURVEY to Chapter 172 OF FOUNDATION LOCATION of the Town Code _,HAS BEEN APPROVED. KITH 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, draftstops TABLE 0405.1 17 I YORK STATE U IFOR CODE Section 0316 foam Plastic (/) 20 �� shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into Properties of Soil Classified According to the Unified Soil Classification System I•- ^^ `` 2017 NE* YORK STATE CODE SUPPLEIrIIENT (PUBLISHED JULY 2017, EFFECiK OCTOBER 31, 2017) 0316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. W approximately equal areas. Where the assembly is enclosed by o floor membrane above and a ceiling membrane below, draftstopping shall be provided in UNIFIED SOIL Z c , 2017 NQ# YORK STATE ENERGY M"RVATiON CONSTRUCTION CODE floor-ceiling assemblies under the following circumstances: R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall SOIL CLASSIFICATION VOLUME W �'_'1 bear the label of on approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SYS SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE 2 o 2017 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY K4* AS THE 2016 "ECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. PY q CHARACTERISTICS POTENTIAL EXPANSION V that the end use will corn I with the re uirements. SYMBOL 2016, EFFECTIVE OCTOBER 31, 201 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 the interior of a building by an approved thermal GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U ai 2016 "RC (2015 IRC 2ND PRINTiNG)i barrier of not less Than '� inch gypSUm Wallboard. LITTLE OR NO FINES GOOD LOW LOW Q 4-J GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, O r � 2016 NYSEC (2016 IECC 2ND PRINi1N(i) 0302.13 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 Attcs. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: LITTLE OR No FINES GOOD Low Low U � TiTLE 19 NYCRR PARTS 1220 THROUGHI 1228, 1240, 1264 AND 1265 AND PART 300 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. GROUP I Sw WELL GRADED SANDS, OR GRAVELLY SANDS, Z � ) w LITTLE OR NO FINES GOOD LOW LOW _Q W L_ SECTION 0101 Exceptions: 2.The space is entered only for purposes of repairs or maintenance. L•- o � � SP POORLY GRADED SANDS, OR GRAVELLY SANDS, � fq 'a v E 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3, The foam plastic insulation has been tested in accordance with Section 0316.6 or the foam plastic insulation is protected against ignition using 3/e LITTLE OR NO FINES coop Low Low () '�J _P. ao A inch gypsum board. GM D ' V > , - R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section 0303 sILTY GRAVELS, GRAVEL SAND SILT MIXTURES Goo MEDIUM Low W � Q OCV 0316.5.11 SBI plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW F- +_' an N>: I replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW f� � N-Z- than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1.The thickness of the foam plastic shall be not more than 3Y inch. Z U " o cd Ln plane in height. SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW L_ P'�'a a@, Exceptions: 2.The density of the foam plastic shall be in the range of 0,5 and 2.0 pounds per cubic foot. Q ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, V Q w m M 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 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 SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low (V `} 0105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. GROUP 2 SLIGHT PLASTICITY 2 LO - co supporting a surcharge. 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 average eL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, ❑ U c° illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay GRAVELLY CLAYS, SANDY�YS YS, SILTY CLAYS, LEAN MEDIUM MEDIUM TODIUM W 0109.1.5.1 Fre Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to location on property, the R3018 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 AI sills and plates on exterior foundation wall to be ressure reservativel treated. building official shall require an inspection of such construction after lathing a gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exte or foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum a is applied, or before board or panel joints and fasteners are taped and finished. flashing. 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 Section 0305 R317.1 Lccation required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. 0109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section 0322.1.10 shall be submitted to the building Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill placement. Backfill shall not be laced a ainst the wall until the wall has sufficien official prior to the final inspection. " P 9 t strength and has been arochored to the floor above, or R305.1 Minimum height. Minimum ceiling heights of 7-0 in habitable rooms. Minimum ceiling heights of 6-8 in bathrooms, toilet rooms & laundry rooms. R317.1.1. Feld treatment. Feld-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section 0405 Foundation Drainage 0202 Definitions: int contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coatin wet hts for zinc coated r e tiers without thermal brid es other that fasteners and service o enin s. 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 hes by 9 9 0405.1 Concrete or masonry foundations. Drains shall be provided around concrete or mason foundations that retain earth ai ry nd enclose habitable or Z Continuous Insulation: Insulating material that is continuous across all strut u a m m 9 P 9 30 inches at the showerhead. fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other a roved terns or materials shall be It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. pp sys Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the 1('67' installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system, Windbome Debris Re ion: Areas within hurricane- cone re ions located within 1 mile of the coastal mean high water line where the ultimate design wind speed ims oar. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils accordin 9 P 9 R 319.1 Address identification. Buildin s shall be rovided with a roved address identification. The address identification shall be le ible and laced in a osition to the unified Soil Classification S stem, Grou I Soils as detailed in Table R405.1. 9 U (Nutt) is 130 mph or greater. 0308.4 Hazardous locations. The locations specified in Sections 0308.4.1 through 0308.4.7 shall be considered to be specific hazardous locations for the purposes 9 P PP g p p y p � of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers R308.4.2 Glazin Adjacent to doors. Glazin in an individual fixed oro rable anel adjacent to a door shall be considered to be a hazardous location where the shall 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 Section W 9 1 9 Pe P 1 0406 Foundation Waterproofing and Dampproofing 0301.1.1 Alternative provisions. As an alternative to the requirements in Section 0301.1, the following standards are permitted subject to the limitations of this code ve he oar stoke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to (n bottom exposed edge of the glazing is less than 60 inches abo t fl R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the International Building facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a Code. 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. mmument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. spaces and 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 Q 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDmON) 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging floor to the finished grade using a bituminous coating. U door. Section R321 Elevators and Platform Lifts W 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 R406.3.3 Porous FII. The s ace between the excavatio Q R 321.1 Elevators. Where rovided assen er elevators limited use and i P n and the foundation wall shall le backfilled with arcus fill u til a hei ht of one-half of the backfill) 0301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 0301 or otherwise not walkin surface of stairwa s, landin s between fli hts of stairs and ram s shall be considered to be a hazardous location. P � P 9 � I meted application elevators or private residence elevators shall comply with ASME P P 9 9 y 9 9 P heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. V" u J conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only A17.1/CSA B44• � demonstrate corn liance of nonconventional elements with other a licable rovisions and shall be corn atible with the erformance of the conventional framed Exceptions: The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. P PP P P P 2. Glazin 36 inches or more measured horizontall from the walkin surface. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. Q m system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 9 Y 9 Z T 0408.1 v J Ventilation. Crawl s ac scope of this code. Section 0322 Flood Resistant Construction p events: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder ❑ Section 0310 Emergency Escape and Rescue Openings material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of 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 foundation. r---q 0301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND Table 0301.2 1 and substantial im rovement nd �T � RESCUE OPENING PER SECTION R310. E ress window & window well ( )� p a restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". 44 speed in Table R301.2(1) as determined from Figure R301.2(4)A. ( 9 ) and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard 0310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. ora shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in ["'� 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 height identified flcomplys shall be designed and constructed h accordance with ASCE 24. TABLE 0301.2(1) opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excludin an unfinished flood-resistant R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above 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 structural panels as specified in Section 503.2. Freblocking shall be of any grade lumber. Wind Desi n SUBJECT TO DAMAGE FROM the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. building or structure in violation of this section. R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to allow for piping or vents. ~� GROUND 9 SEISMIC WINTER ICE BARRIER Air Mean FLOOD R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 R 322.1.6 Protection of mechanical, lumbin and electrical stems, Electrical tem, a ui ment and corn onents• heatin ventilatin air condi i R502.6 The ends of each joist, beam or irder shall have not less than 1 1 SNOW SPEED To o raphical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual P 9 sY � � q P P � 9. 9. tornng; plumbing 1 9 /2 inches of bearing on wood or metal and not less than 3 inches on P g TERMITE DECAY HAZARDS inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or masonry or concrete except where supported by the use of approved joist hangers. O ,,� LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp 0310.2.3.1 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 the R322.3. R502.7 Lateral restraint at su orts. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to band or rim joist. ^ , [�] Region Debris 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 from the Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and lumbin fixtures; duct R502.8.2 En ineered wood rodu ts. Cuts notches and hales bored my y P 9 y - 1 F- ^ ^ zone wall and shall be s aced not more than 18 inches on center vertical) for the full hei ht of the window well. P 9 9 P trusses, structural composite lumber, structural glue laminated members, W P Y 9 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 cross-laminated timber members or I-joists are rohibited exce t where ermitted b the manufacturers reco m U) MODERATE SLIGHT TO 1O 1 P P P Y m endations or as shown on these 20 130 No (B) SEVERE 36` Yes X 1500 0310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section 0405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. � TO HEAVY MODERATE Degrees on approved alternative method. effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wirin stems are rmitted 9 �' Pe 0502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design m Exce tion: A drains a tem for window wells is not re uired where the foundation is on well-drained soil or sand- ravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. 0301.2.1.4 Exposure category. P 9 � q 9 professional where required by the statues of the jurisdiction in which the project is to be constructed. 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Soil Classification System, Group I soils, as detailed in Table R405.1. - R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate ❑ 0311.6 Hallwa min. 36" clear width. infiltration of flood waters into the system in accordance with the plumbing provisions of this code. W O or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. �' R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the Section 0506 Concrete Floors (On Ground) 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending mare than 1500 feet. Exposure D extends downwind R311.7 Stairways 600 feet from the rtiall obstructed area. Includes flat o en country and grassland. R311.7.1 Width. Stairwa s shall be not less than 36 inches in clear width at all oints above the permitted handrail height and below the required headroom height. elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 0506.1 Concrete slab on grades to be min 3-1/2 inches thick. Pa Y P Y P R 322.2.2 Enclosed area below desi n flood elevation. Enclosed areas includin w R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand ravel cra I s aces that are below he de' crushed stone crushed concrete ar sh 3. Exposure D. Flat, unobstructed areas erposed to wind flawing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more than 4 '� inches on either side of the stairway and the clear width of the stairway at and below the handrail height, 9 � 9 P � t sign flood elevation shall: 9 9 . 9 � cru ed blast-furnace slag passing 6. feet from the unobstructed area. including treads and landings, shall be not less than 31 % inches where a handrail is installed on one side of 27 inches where handrails are provided on 1.Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. r ) 2. Be rovided with flood o enin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I �/ both sides. P P 9 9 R301.3 Sto Hei ht. The wind rovisions of this code shall a I to buildings with story heights not exceeding 11 feet 7 inches and the lateral) unsu orted R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured according to the United Soil Classification System in accordance with Table 0405.1. n ry 9 P PPY Y PP on the exterior of the enclosure walls• R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between F- bearing wall stud height permitted by Table 0602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 0311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3' between floor levels or landings. rovisions, rovided that sto hei hts are not exceeded. An en ioeered desi n shall be rovided far the wall or wall framin members where the limits of R 322.2.2.1 Instalh+ion of openings. The walls of enclosed areas shall have openings installed such that: 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, Q P P ry 9 9 9 P 9 R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. utility buildings and other unheated accessory structures. F- Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to 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 (n 0311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. r T resist wind loads shall be in accordance with the International Building Code. flood elevation, each area shall have openings. H v 0311.7.5.3 Nosings. A nosing projection rat less than 3/4 inch and not more than 1 '� inches shall be provided on stairways with solid risers. 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 Section 0602 Wood Wall framing Z 0311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediate) under each o enin 0602.3 Desi n and construction. Com onents of exterior walls shall be fastened in accordance with Tables 0602.3 1 throw h 10602.3 4 Wall sheathin W 0302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section 0302.2, Item 1 or 2. The common Y P 9• 9 P ( ) g ( ). g 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 R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight, 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 shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). 2 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 Exceptions: section. installations shall be in accordance with Cha ters 34 throw h 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in U p 9 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. Q accordance with Section R302.4. 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 radius is 1.Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 0 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 24} inches. Each tread shall have a depth of not less than Q inches at the wolkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 263. be more than q inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. 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. 2. '?:'cement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263. 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 horizontal (8.3 arld Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602 3(1) FASTENING SCHEDULE TABLE R302.1(1) infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section R325 Mezzanines R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a N N (a,b,c,d) jyp� MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. R 325.3 An: 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 EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 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 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL 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 greater located. FIRE--RESISTANCE RATED 1 HOUR <5 feet 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 of the 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL di wALLs followin R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section 0311. F.. NOT FIRE-RESISTANCE RATED >_5 feet g: 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, 3. CEILING JOISTS (NOT ATTCHED TC �cAFTER), LAPS THREE 16D COMMON FACE NAIL o PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 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 collumns and posts. OVER PARTITIONS TABLE R302.1 2 position. ( ) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE 0802.5.1(9) FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 3. Operable windows that are provided with window opening control devices that comply with Section 0312.2.2. 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 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL MINIMUM MINIMUM FIRE enclosed space is not greater than 10 percent of the mezzanine area. 0312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with 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 the area required Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL WAS FIRE--RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. RAFTERS TWO 16D COMMON. END NAIL NOT FIRE-RESISTANCE RATED 3 feet Section 0313 Automatic Fre Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAiL R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL Tri 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 sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL o assessor structures. R313.1,1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. co R302.2.2 Parapets for townhouses. 13D. TOE NAIL 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0/C FACE NAIL Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24' MIN LAP SPICE EACH SIDE OF JOINT) FACE 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 R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16`O.C. FACE NAIL o each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less Section 0403 Footings 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL N 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 Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the 0401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand grovel and/or gravel, sand, silty sand, clayey sand, silty gravel or c clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL walls and any openings or penetrations in the roof are not within 4 feet of the common walls. building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their coy inorganic material or fill. 3. A parapet 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 deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior FOUR 8D COMMON. 1TOE NAIL 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 balconies and decks that are constructed of open wood joist construction. R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: rating. The wall shall be rated for exposure from both sides. 2, Basement walls exposed to weather. 3000 psi plus 5 to 7Y air entrainment 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. 3 'Jorch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. 1TOE NAIL F_ Section 0314 Smoke Alarms " Z W Exceptions: R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6 0/C TOE NAIL 0314,1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAL AT EACH LAYER W 1. Foundations supporting exterior walls or common walls. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 109: U 0314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL � � 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034. R 403.1.3.6 Isalateed concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL 12- .R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour R314.3 Location. Smoke alarms shall be installed in the followin locations. isaln_„d plain concrete footings supporting columns or pedestals are permitted. " O O m t 9 • 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and .J p fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be 1. In each sleeping room. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all woad foundation wall sill plates shall be anchored with Y2 inch diameter ROOF, AND WALL SHEATHING TO FRAMING " W w SD COMMON (ROOF) 12 o/c at interior �j tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. aochar bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of � Y 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. tte width of the late. A nut and washer shall be ti htened on each anchor bolt. There shall be a minimum of two bolts er late section and 8D COMMON (SUBFLOOR) supports (see note f) W U w Exceptions: P 9 p p w � 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 shower. lacatei not more than 12 or less than 3.5` from the end of each late section. Plates shall be rotected a ,Inst dec and termite = Q 1.A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA P P 9 aY s• a. All nails are smooth-common, box or deformed shanks exce t where otherwise stated. Nails used for framin v o 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 alarm in P g and sheathing Z a location required by Section R314.3. connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), 0 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 1. Ionization smoke alarms shall not be installed less than 20 feet 6096 mm horizontall from a ermanentl installed cookin a liance. TABLE R404.1.2(1) 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. - 4 shall have an equal or greater fire-resistance rating. ( ) Y P Y 9 PP Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically W r. 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed 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 f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end p W "v cooking appliance. MAXILIUM UNSUPPORTED walls and 4 inches on center to able end wall framin from garage into habitable space: 45 min. fire rated with self - closing device. ►+.E!GiT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT 9 g' 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WA:L FE Hf 0302.5.2 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 ( � ❑ F-1 No. 26 a e sheet steel or other a raved material and shall not have o enin s into the aro e. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section 9 9 PP P 9 9 9 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 P T 0302.6 Dwellin - ora a fire se oration, The ora a shall be se rated as re uired b Table 0302.6. 0 enin s in ora a walls shall tom I with Section 0302.5. 0314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. W 9 9 9 P 9 9 Pa q Y P 9 9 9 PY AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 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. Exceptions: ai c� 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 Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, _ W ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 2X6 2 rade studs su ortin a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when � j- perpendicular to the adjacent dwelling unit wall. Section 0315 Carbon Monoxide Alarms 8 AND ONE N0. 4 BAR NEAR THIRD POFTS IN THE WALL ,TORY 9 PP 9 R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. R315.1 General. Carbon monoxide alarms shall comply with Section R315. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. z m R302.6 Gara a ceilin : 5 8 t e X sum board R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in R602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide overt, In at corners and intersections with bearing ; w 9 9 / YP 9YP P P PP P P P PP 9 accordance with UL 2034 and UL 217. artitions. End oints in to lates shall be offset not less than 24 inches. Joints in 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 j P P plates need not occur over studs. Plates shall be not less Z finishes shall have a smoke developed index of not greater than 450. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. (' p co R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist. MINIMUM VERTICAL REINFORCEMENT BAR 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 (n ••........ -- � .•I..... 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 1. The dwelling unit contains a fuel fired appliance. SIZE AND SPACING (INCHES) 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 W / i TE 1.1 Vertically at the ceiling and floor levels. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF 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 0 : ��G R, WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) _U -L EN OBF y 1.2 Horizontally at intervals not exceeding 10 feet. /- _ R (FEET) (FEET) Do not backfill with any soil containing silt or clay. ' C) T 2. At interconnections between concealeii vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 915.2.3.1 One Family Dwellings. I-- i *, 915.2.3.1.1 Buildin s constructed on or after Janus 1 WALL THICKNESS (INCHES) Q t'� S 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. 9 ry , 2008• 8 10 t2 2 I Uj I.r.• 4. At o enin s around vents, i es, ducts, cables and wires at ceiin and floor level, with an a roved material to resist the free assn a of flame and W -I "' P 9 PP 9 PP P 9 g Z : a= - < products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. NR NR NR = D �. z 9 8 5 ® 41 NR NR (, ,` � ;ti , Y 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide 10 9 s ® 41 5 0 22 NR fA alarm shall be rovided where recess, to assure that no Slee In area on such sto Is more than 15 feet awa from a carbon monoxide alarm. 6. Fire blocking of cornices of a two-family dwelling is required a1 the line of dwelling unit separation. P ry P 9 ry Y Q * R302.11.1 Preblocking materials. Except as provided in Section R302.1, Item 4, flreblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NF'. denotes no reinforcing required. ❑ T �� 1. Two-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars tY4" clear from inside face of walls. The center of bars shall not vary from this by more than 31i inch. ` W yo�� : 2. Two thicknesses of 1' nominal lumber with broken lap joints. occupancy Groups: E, I-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. ................... _ 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. JOB NUMB R 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. w2016023 5. One half inch gypsum board. 6. One quarter inch cement based milr gla, UNIT 5 9 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. UNIT �0 SHEET NUMBER 2 MODEL D- 15 M DE - z O L81 15 U W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED . TABLE R602.3(3) P2607 2 Pipe od enetrating 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 TRUSS I D E N T I F I C AT I 0 N SIGN ~ Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) ^ j N1101.11.1 (8303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z c�i/ ULTIMATE DESIGN ;_' MINIMUM NAIL PANEL NAIL WIND SPEED V ult slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W r-'1 2. A flashing of an approved elastomeric material. � SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND OR TIMBER CONSTRUCTION Z_ MINIMUM MINIMUM MAXIMUM WALL 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 D Q WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damage, the tank shall be installed in a pan constructed of one of the following: • U ai SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) 6 DIA. EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED Q 6 (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. RATING (INCHES O.C.) (INCHES O.C.) PANTONE (PMS) '187 0 ani B C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. �,■,� a- 3. Other approved materials. Z w 55 8d 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component Q N � COMMON A plastic pan shall not be installed beneath a gas-fired water heater. 8602.3.5 Braced wall anel u lift load th. Braced wall anels located at exterior walls that su ort roof rafters or trusses includin stories below to CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL C) .� -1�+ 0) � v p p pa p PP ( 9 P ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE do SPACE story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering u-FACTOR sHcc R-VALUE R-VALUE R-VALUE DEPTH WALL Section U101 Scope EFLECTIVE R-VALUE practice. U101.1 General. Tie provisions shall be applicable for new construction where solar-ready provisions are required. M R WHITE � N 4 EXCEPT 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 I \ ' (n -� y mZ - MARINE +- R802.11 Rafter or truss uplift force. Section U102 General Definitions Z U m•5 ai rn For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does 1/4" Q �`o M Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/2" Q w C M Span (ft) 12 18 24 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE U O N `} Uplift Force 117 149 182 2:03 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 ms) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 ❑ 1 co t es nd doors. Access doors from conditioned s aces to unconditioned s aces such as attics and crawls aces shall be U (� Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. N1102.2.4 (8402.2.4) Access ha ch a p P P Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EIISTANCE OF TRUSS CONSTRUC11oN SHALL CONSISTS of A gRCI.E 6'IN weatherstri ed and insulated to a level a uivalent to the insulation on the surroundin surfaces. U103.2 Construction document re uirements for solar read zone. Construction documents shall indicate the solar-read zone. M R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 PP q g q y y DIAMETER,WITH A STROKE WDTH OF 1/Y.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN m Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR CONFORMING TO PANTONE and shall penetrate the wood not less than 5/8 inch. U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back 81102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM(PMS)X187. Q• 8702.4 Ceramic Tile. 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 or wall the in tub and shower areas and wall nels in shower area shall be of materials listed in Table R702.4.2, 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. a total floor area less than or a ual to 2,000 s uare feet 185.8 m2 er dwellin shall have a solar-read zone area of not less than 150 s uare feet SECTION 1265.4.SIGN OR SYMBOL 8702.4.2 Backer boards. Materials used as backers f Pa q q ( ) P 9 Y q stalled in accordance with the manufacturers recommendations. 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) (1194m2). 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 THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and In below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead ( ) TO THHE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR TABLE R702.4.2 of access or set back areas as required by the International Fire Code. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY is insulated in accordance with Section Nt 10eplac and Nl have.8. U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERYCE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL Backer Board Materials N1102.4.2 8402.4.2 Fire laces. New wood-humin fire laces shall have ti ht-flttin flue dam ers or doors, and outdoor combustion air. Where usin ti ht-fittin ( ) P 9 P 9 9 P 9 9 9 U103.5 Roof load documentation. The structural desi n loads for roof dead load and roof live load shall be clear indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BO THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using 9 IY X' U103.7 Ele:trical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE Z GLASS MAT GYPSUM BACKING PAIJEL ASTM C 1176 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE FIBER REINFORCED GYPSUM PANELS ASTM C 1278 ele:triC installation and Shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder Q NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C locution or main circuit location. AN A 11FlCAlE OF COMPl1ANCE NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 V WOOD ROOF TRUSS SPECIFICATIONS: TABLE 8703.8.1 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. ROOF 1RUSSES SHiALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. 0 Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) 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 N9IE, 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W Air Barrier and Insulation Installation H SIZE nc STEEL ANGLE No VE ONE sraRY two sroRiEs is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: � a,c (tnehe«) ABOVE ABOVE ASE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) Z 1300/4 6'-0' 4'-6' W-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tam er resistant rece tacles. Near) all 125 volt 15 and 20 am rece tacles to be tam er resistant. D + L Q 1.4x3x1/4 6'-0' 5'-0' 4'-6' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P P Y P P P (EQUATION 16-9) (, D + S EQUATION 16-10 15x3.5x5/ts 1o'-a' e'-o' 6'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFR SHALL BE ALIGNED WITH THE INSULATION AND ANY ) GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) O 1.6x3.5x1/4 14'-O' 9'-6' 7'-O' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) BE SEALED. LL. Ln WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. 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 H m a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. z c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. T 8703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN V , DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ❑ R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. 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, RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOILTAIC CELLS. 1. Minimum of 4 inches (102 mm) above the earth DESIGN LOADS: R703.12.2 Flashin at foundation. A corrosion-resistant screed or flashin of a minimum 0.019 inch 0.48 mm or 26 a e alvanized or lastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION g g ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR g ( ) ( ) P ALLOWABLE DEFLECB ON OF01 TRUCTURAL MEMBERS TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. vertical attachment flan a of 3 � inches 89 mm shall be installed to extend a minimum of 1 inch 25 mm below the foundation late line on exterior FLooRs) THE FOLLOWING LNE LOADS: stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: ALLOWABLE TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHAD. INCLUDE THE 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 SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) FOLLOWING INFORMATION: Z STRUCTURAL MEMBER GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDmONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION 1. DEPTH, SLOPE (IF ANY) SPAN, AND SPACING. 11FF..----,,,� feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS F-� Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 2. LOCATION OF ALL JOINTS. R703.8.2.2. Su ort b roof construction. A steel cm Pe shall be laced direct) on to of the roof construction. The roof su ortin construction for the steel an le shall THE DRYWALL' with no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. O PP y 9 P Y P PP 9 9 SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. consist of not fewer than three 2 inch by 6 inch wood members fair wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIO WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF P / Interior walls and artitions H 180 4.2. TOP CHORD DEAD LOAD. P1 'T , 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 ELECTRICAL// PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF Floors and ceilings w/ brittle finish L/360 4.3. BOTTOM CHORD LIVE LOAD. H P-y PJ4 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 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.4. BOTTOM CHORD DEAD LOAD. W shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. All other structural members L 240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. HABITABLE AT1TC W FIXED STAIRS: 30 PSF / R703.8.4 Mason veneer shall be anchored to the the su rting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending into the 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 Exterior walls with laster or stucco 'n' L 180 4.6. CONTROWNG WIND LOADS. 0 ry Pha p fl Ish / 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 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 fastener 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 ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A m � /'1 r = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be 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 EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. C J Q.. housin and the interior wall or ceilin coverin SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 exem t from 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ W spaced not more than 32" on center horizontally and 24 inches on center vertically. 9 9 9 ( P Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. P4 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., C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fre Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R3o1.2.2) 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. O including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 Lintels supporting masonry veneer L/600 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES• 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 Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. Systems of building fosings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. U R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. =) not less than 5 feet from foundation walls or to an approved drainage system. WOOD FLOOR TR ISS SPECIFICATIONS: N 1103.1.1 (8403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE 8301.2(2) ~ R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include Door And Window Required Design Loads: COOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING R802.3 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 557E (13'C) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures fn with a gusset plate as a tie. 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. initially be programmed by the manufacturer with a heating temperature set point no higher than 707E (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: F- U At 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 than 78'F 26'C. ex osure B, zone 5 end wall zone as follows: D W ( ) p ( ) (EQUATION 16-8) rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) w that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE ceilin oists, such as ride beams, his and valle shall be desi ned as beams. WINDOW DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, Z) 9 1 9 P Ys. 9 N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. / U R802.3.1 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 N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: Q accepted engineering practices. 8802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated 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 20 S.F. +17.4 -22.0 +20.2 -26.0 TCLL = 40 TSF, TCDL = 10 PSF, AND BCDL m 5 PSF timber members or I-joists are prohibitecl except where permitted by the manufacturer's recommendations or where the effects of such alterations are 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. 50 S.F. +16.3 -20.0 +19.0 -23.0 specifically considered. Exception: Ducts or portions thereof located completely inside the building thermal envelope. 100 S.F. +15.5 -19.0 +18.0 -22.0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. afters and ceilin joists havin a de th to thickness ratio exceedin 6 to 1 based on nominal dimensions shall be su orted lateral) b solid N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International 8802.8.1 Bridging. R g � g p 9 PP Y Y Table values shall be ad usted for het hts > 30 and ex osure C or D b multi I In b the TRUSS DESIGN DRAWINGS SHiALL BE PROVIDED 70 ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLAl10N. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE blocking, 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 Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. g P y P y 9 y adjustment coefficient in Table 8301.2(3). FOLLOWING INFORMATION: 8 feet• Exceptions: Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACING. R802.9 Trimmer joist: single header and trimmer for openings up to 4�-0" and doubled over 4�-O" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. 2. For ducts havin static ressure classification of less than 2 inches of water column 500 Pa additional closure stems shall not be re uired for 3. REQUIRED BEARING WIDTHS. joist spans of 6�-O" and greater. 9 P ( )� sY q � 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. N1103.4 R403.4 Mechanical stem i in Insulation Mandato Mechanical s stem i in ca able of ca n fluids above 1057E 41'C or below 55'F 13'C shall A B B R EV I AT I 0 N S 4.4• BOTTOM CHORD DEAD LOAD. Iii ( ) sY P P 9 ( ry)' y P P 9 P � 9 ( ) ( ) 4.5. CONCENTRATED LOADS AND THEIR POINTS GF APPLICATION. H• be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 8 8806.3 Vent and insulation clearance. Where eave or cornice vents are inttalled, insulation shall not block the free flaw of air. Nat less than a 1 inch space shall 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 A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. or other a roved heatin and cbas calculation metds c ula D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS be provided between the insulation and tlhe roof sheathing and at the location of the vent. PP 9 9 o9 A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. UGHT REINF. REINFORCING REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (. U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT ADJUSTABLE LOCATED IZE, S E IE IAN JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ABOVE FINISH TREAD �' EACH L T. LOUVER RNG RANGE 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section 8807 Attic Access E.J. EXPANSION JOINT L•T• LAUNDRY TUB R.O. ROUGH OPENING 9. CONNECTION REQUIREMENTS FOR 1RUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access o enin to attic areas that have a vertical het ht 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. ALUM. ALUMINUM R. P 9 9 ELEC. ELECTRICAL RISER 10. DEFLECTION RAT10 FOR LNE AND TOTAL LOAD. 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 ANCH. ANCHCR ELEV. ELEVATION �• MASONRY RND ROUND framing members to the underside of the roof framing members. Section N1104 (8404) Electrical Power and Lighting Systems < ANGLE MAT. MATERIAL 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. EQ• EQUAL S.C. SAWCUT 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. ARCH. ARCHITECTURAL �• MAXIMUM . The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (8404.1) Ughting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall EQUIP EQUIPMENT MOO SCHEM. SCHEMATIC : ® AT MEDIUM DENSITY OVERLAY DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEIUNG ASSEMBLY, DRAFTSTOPS SHALL BE 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). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFISTOPPING SHALL DMDE THE CONCEALED SPACE INFO APPROXIMATELY E UAL AREAS. co g p ( ) Po 9 9 9 SHT. Q Where the access is located in a ceilin , minimum unobstructed head-room in the attics ace shall be 30 inches 762 mm at some int above the volts a li htin . BD. BOARD EXT• EXTERIOR MIN. MINIMUM SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHiAL1 BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE O access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BLDG. BUILDING EE• EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: located in attics. Section M1305 Appliance Access BM BEAM M•O• MASONRY OPENING S,S• STAINLESS STEEL - I G.r M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F/C FLOOR COVERING CHANGE MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT STRUCT. STRUCTURAL 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 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 BRG. BEARING SUSP. SUSPENSION m EDN. FOUNDATION (NTS) NOT TO SCALE SGD SLIDING GLASS DOOR TYPICAL ROOF & FLOOR 1RUSS NOTES: o jurisdictions designated by 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 service an appliance. BRK BRICK FLR. FLOOR `Q roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. 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 BSMT BASEMENT FP FIREPLACE SQ. SQUARE « o b ve the roof coverin shall be of the lar est a liance but not less than 30 inches 762 mm hi h and 22 inches 559 mm wide and not more than 20 feet 6096 mm Ion measured CENTEP, LINE D.C• ON CENTER TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNELCTED WOOD TRUSSES SHALL N R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or a o g g pp ( ) g ( ) ( ) 9 (t F.R. FIRE RATED TB TOWEL BAR tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C hotovoltaic anels and modules shall be installed in alon the centerline of the ssa ewa from the o nin to thea liance. C.M.U. CONCR:TE MASONRY UNIT OPER. OPERATOR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL. BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE 'STATE OF NEW YORK. P P 9 Pa 9 Y Pe 9 PP FRM FRAME T & G TONGUE AND GROVE « TRUSSI� SHALL BE FABRICATED IN ACCORDANCE WffH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO C.J. CONTROL JOINT OPNG. OPENING jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. 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) FT. FOOT / FEET OPT. TGS TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. COL. COLUMN OPTIONAL r^ R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. " above the floor in garages. FTG FOOTING TFW TOP OF FOUNDATION WALL : TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE COMRACTOR IS RESPONSIIBLE FOR THE MEANS AND v •� R 905.1.2 An ice barrier water shield shall be installed er manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4 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 CONC. CONCR_TE GA O•S•B• ORIENTED STRAND BOARD Typ TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE ~ / P COND. CONDITON GAUGE OZ. OUNCE T TREAD Z t ical. A I ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 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 GALV. GALVANIZED LATERAL STABILITY IN ACCORDANCE WfTH ACCEPTED INDUSIT2Y PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFELY INFORMATION (BCSI) GUIIDE TO GOOD PRACTICE FOR W yP PPY CONT. CONTINUOUS 1 R ONE ROD TOWEL ROD HANDLING, INSTAWNG & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less labeled in accordance with UL2158A Exhaust duct size shall comply with code section M1506. / TR G.C. GENERAL CONTRACTOR � v CONST. CONSTRUCTION 1 S ONE SHELF TRPL TRIPLE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPUCED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL 0.. c9 than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3�-0' is required between air exhaust terminations and openings into the building. GEN. GENERAL / CTSK. COUNTERSUNK * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS Q O m • R 905.2 Slo e. As halt shin les shall be used onl on roof slo es of two units vertical in 12 units horizontal 2:12 or renter. For roof M1507.4 Minimum required local exhaust rates for one & two family homes. GYP. GYPSUM PC POURED CONCRETE p p g y P ( ) 9 C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. J Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G L PBD• PARTICLE BOARD W slopes from two units vertical in '12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double CANT. CANTILEVER GLUE LAM pL, PLATE underlayment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMC TILE HGT. HEIGHT VERT. VERTICAL R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING PNL. PANEL HDWR. HARDWARE V.I.F. VERIFY IN FIELD W w H C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD Vy WASHER WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 a 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 G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z enetrate throw h the roofin materials and not less than % inch 19.1 mm into the roof sheathin Where the roof sheathin is C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED W/ WITH p g g ( ) 9 9 1 }� 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 HR. HOUR PR. PAIR WD• WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. Q_ less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that 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 D DRYER HDR. PROJ. PROJECT PROJECTED WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. W 4 HEADER / W.W.F. R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 the 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 PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W O WALKOUT 4. All general notes unless otherwise noted on plans or products ecifications. W N inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member 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 DBL DOUBLE PSF POUNDS PER SQ.FT. / WINDOW 5. Alla liable state & local codes ordinances and re ulations if an . 0 or into the utter. Where sidin is rovided on the vertical sidewall onto the roof or into the utter. Where sidin is rovided on member. DIA. DIAMETER I.D. INSIDE DIAMETER WNDW PP g y 9 g P g 9 P INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, the contractor shall be bound to erform strict corn liance with manufacturer s s ecifications and or ❑ the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) OTR. DIRECT ON P P P / provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be DN DOWN INSUL INSULATION QUAD. QUADRUPLE recommendations. [,j] rovided in accordance with Section 8703.7.2.2. 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 DR INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report an and all di;scre ancies includin an _ P the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DOOR I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediate to architect for corrective measures nor to construction. y P 9 Y i W R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISH Y'ASHER RMS. ROOMS 1 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 JT B. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. - overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than X inch (6.4 mm) below the roof sheathing DWG. DRAWING JOINT REINF. REINFORCING,REINFORCED 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 i= and extend up back onto the roof' deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof level. KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed The vent terminal of a direct vent a liance with an in ut of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall Z 3 W over the drip edge along eaves and under the drip edge along rake edges. pp P promptly report it to the architect for proper adjustment before proceeding with the work. Z CIE v 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 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the same character as for similar (9 o o co termination clearance. G RAP H I C SYMBOLS conditions that are shown or noted elsewhere on the construction document set. - R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section 81001 and the applicable provisions o ap ers 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 12. All work is to be erformed in a rofessional manner and in accordance with best ractice and consistent with manufacturer's and ;suppliers recommended W tS E� and 4 of this code. the building. P P P STRUCTURAL CALC. REFERENCE installation procedures. ',� RSO 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 ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsiible for any and all conflicts U �� ��N R e�RT\ • than 3 feet above the highest point where the chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust XX G z '}� DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. 1- .y G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all " Q : , Oym � , Section R1004 Factory-Built Fireplaces XX c> PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER (REGULATIONS), 8 NYCRR 69.5, ENTITLED -I � other systems and shall convey the moisture and any products of combustion to the outside of the building. FLOOR FINISH CHANGE '� v R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory "SEALS", AN ARCHITECT WHO SEALS PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON 1HE SEALED DOCUMENT (INDICATING THAT: R IS A G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust e " '� m m built fireplaces shall be tested in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY W1AY. . � � 2 n R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. O DOOR / HARDWARE TYPE �� '� • � � �` y system has been specifically tested, listed and labeled for such use in accordance with UL 127. R 1006.1 Facto built or mason fire laces: shall be a ui ed with an exterior air su I to ensure ro er fuel combustion unless the room Section P2607 Waterproofing of Openings - - - ry ry p q pp ppy p p XX XX BUILDING SECTION : \ .C� `� �o �'' is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed )()( XX ❑ 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 PARTITION TYPE FAV YOB Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. .....•.... '� -- 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 JOB UMBER 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 2 0 1 6 0 2 3 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam �i thickness and installed R-value shall be listed on certification provided by the insulation installer. NIT �J UNIT 6 0 W SHEET NUMBER 2 MODEL D- 15 MODEL B- 1 l 5 U) 11J COPYRIGHT GRCH ARCHITECTURE P.C. 20117: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, � ^ , CONNECT KING 5TUD5 TO TOP PLATE W ATTAC X 2f"EACH ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL STRAP Z ArrActl ro EAai PAIR 0640 X 24'MIN. OF ffOSH6 RAFTZS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2x6 � � E ATTACH TO EACH PAR 2x AGQ LEDGER W/2-3/8"x5"LAG, DBL TOP�� (,RIPPLE STUDS � v OF OPPO%49 RAfT�S ROGF � ROLA BOLTS 0 IG,"Or, INTO STUDS Ib OG. V y �PIJN! 5f£HT NJ SIMPSON STRONG-TIE 2X BLOGKIN6 Q • A35® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR 1 SM16ON 6TRM SMx�N SR" - - CEILING J015T OR GABLE S ,BEND� _O o �, " SIMPSON 51RONCrTIE H2 8D NAILS -TE Mb • TRU55 BOTTOM CHORD 51MP50N H2 GONNEGTOR a EA. F_ �...,� ch 51MPSON STRONG-TIE ` r � Np, 8d NAILS TEP. RIDES STRAP' SHALL DQE ATfAM TO EACH PAR 6F OPPOSM REFERS. ALTERNATE TO RIDGE STRAP, H3 a EVERY RR RAFTER TO STUD AND KIN65 U '�' m •- o, :RVW STRAPS IRE NOr REQUR�WHEN CaM TES M PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) V C4 FOR USE HHEN 5TUD5 AND USE IN r,"NATION HDNLY WEN STUDS AM NOMW V4 OR 2X4 UhM AFE LOCATIT N THE UPft TtERD 6F THE UPPER THRD OF THE ATTIC SPACE o N ATTIC 5PACE AND ATFK M TO EACII PAR GF RAFTETZS W/4HOd NALS W 4-10d AT EACH RAFTER) GS-22 STRAP AT F- � N °w'z 'RAFTNR�i ALIGN 5 a0 NOT ALI15N EACH STUD,SEE Z U •� t, DETAIL 4 L5U26 FOR 2x6 - L.5U28 FOR 2x8,2x10,OR 2x12 LL 0 Q Lu tt i FRAMED G ❑ = Mr) Co WI OR U U SRI EE STRAP DETAIL / 'RIDGE STRAP DETAIL LU25 a N ERONG-TIE 2x4 OR 16" oR DOOR 0 (FOR CATH.CL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ STUDS a lb"O.G. NO SPECIAL FT 2x AC-0 LEDGER W/3/8`x5' LAG CONNECTOR5 REQ d cc'Mvar. 2 N.TS. LOCATE AT LOCATE AT EVERY RAFTER BOLT a 16" OG INTO STUDS IN THIS AREA SMx�N! SMPSM STRONS STRAPPING TO 13E 1-V4 X 22 GA TE LT5 TE ftb / 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING l� m Vr a" IS U%P`> ° Amu // PORGH ROOF GABLE END WALL­TE HIA TO BEAR A MIN.OF 10"ON FRAMING. eD NAILS TYP. / FOR w S 5TH AND LASE IN COMBINATION ONLY w�I STUDS AND STRAPP I N DETA I L DETAIL T ATTIC Z - �-I� �5 00 WT ALM I O N. I I N'T5' STRAPPING TO RUN ONTO RIM JOIST,SEE O DETAIL q/DI(ONE STORY)OR ONTO STUD (� AT WALL BELOW(TWO STORY) ROOF RAFTER -fURRI GENE TIES\\\ • • • CiT S. LOCATED AT EVERY ROOF RAFTER \ ~ Z ATT I G STRAPP I NO DETAIL o ' SMPSON POST CAP�, �2 FOR FRAME GONNEGTI ON5 0 115c E66Q"AT M L � D1 N.T.S. F- r� M5TG48pti ICY) 2N1� FLOOR // P61WRE-c �X)�x PROVIDE 3'X3�'X3"WASHER PLATE AT ALL ANCHOR BOLTS 4-I6d FACE NAILS FROM �Q MSTUSpS SECURED BY WOOD STEL PLATES. KING STUD INTO HEADER ❑ COLUMN POST TOP I�NGHOR P START NAILS 51MP50N PA13 OR 5B ANCHOR BOLT5 MAY BE USED IN LIEU OF F T 1 THREADED ROD W/WASHER PLATE. -E3D LBJ6rn / LOCATE AT EVERY COLUMN/&RDM CONNECTION H/2"LP MUJ PROVIDE 3'X6'X036'6ALV.STEEL PLATE U V I� R.MR / N+.TS. END 0 STUD 6-819 NAILS AT CORNERS AND INTERSECTING, (4)NN5 M ---NO NALS 12-819 NAILS AT AST E3llTT OINTS IN STRAIGHT 5IMP50N LSiTAl2 STRAP NU "&ALV.STEEL PLATE IN p'LI3Jbrn ) -GEAR SPAN -T WALL5 WERE THERE SINGLE PLATE OR HEADER 5-I00 NAILS EACH END AT air umTh \ / MILS 24'MINIMUM LAP SPLICE 2Xb KING,LIP TO NAND, EACH.LACK.STUD ONE AT SPANS UP TO b FEET P��z TWO FOR SPANS 6 TO 12 FEETPROM MN BD 5/8"� A30�ROD THREADED b"BOTH ENDS. 12-IbD MIN.NAI15 THREE FOR 5PAN512 TO I6 FEET ONE AJA SPASTUDSNS<bANI.DIerWt�7/ BOTTOM 3/4" AND 1"RDD AT 51MP50N 5TEEL 5TRON6 WALL,SEE PLANS T - END LMTH IST FLOOR NAILS AT ALL 5PLICES TWO AT SPANS FROM b'TO 12' F_ �..L.� W n MN � N UNL.E55IZ7 THREE ANOTED OTHERWISE ON PLAN � SIMPSON POST BASE 2"X3/a"X31 WASHER PL W/NUT EACH 5119E (4)NtilS MN N I ABU44 OR ABU66,SES PLAN 0 r LMrn(r) .65-22 COIL STRAP ICltUPPER 5TORY SHEAR m (� 1 _ __ WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL @ EXTERIOR WALL ❑ W FLOOR TO FLOOR TIES I l BELOW GONNEGTION Q (�)N.TS. LAGATMATEVERYSTUD I \\ 1/2'mHOOKEDAN6HORBOLTNUT' EOR SET BACK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER CONNECTION r� NOTE i \ FOUNDATION MINIMUM 13OLT W/55"M MEMBEDMENT OR 10N 13 N.TS. I NETS. I M T5. I G, COL 5TRA'5 HER 5t1FATt%f'ROVG>r ad CahtlON(0.11 x 25 LONG)NNS. COL 6TPA15 OBER 5HEATHN6 PROVIDE IOd COMMON(0151 x it LONG)WLS. \\\ GOLUMN P05T BOTTOM ANGHOR I \ � NITS. LOCATE AT EVERY GOLUMW 6FRDER GONNEGTION �•w�rTBt ALLOWABLE HOLES TO FLAT vKXY XX eV NAIL a b"0/6 AT ALL PANEL EDGES 1619 NAIL® 24'0/6 � U AS�wrc,i0C"'� HTP� � 160 NAIL a 24"0/6 Xy"o5B OR PLYWOOD HeadersLVL and Beams w 51MP50N HGP HIP 5�p 5HEATHIN6 Microllam® LVL 9"IzrrIM CORNER TIE INTERIOR 1.3E TimberStrand® and (4)NUALS MN N LSL hole zone Parallam®PSL 2 x diameter of the Y depth U NID7E,WIRE 24"WIDE MINIMUM FULL HEIGHT I It"LEN6rn(Typ) hole zo largest hole(minimum) WAIL RETURN 15 PROVIDED AT B05 OF O BRACED WALL LINE THE 800#HOLDOM MAY I L' 0 BE ELIMINATED. PROVIDE TWO(ONE AT EACH Y SIDEJ 65-22 STRAPS PER DETAIL 4 N LIEU OF I �/4' SIMPSSON BP WASHER It LL3JbTh(MN) SD NAIL a b'0/G _ LSTA36 STRAPS SHOWN IN THE DETAIL. NAIL SHEATHING TO `J INTERIOR ° o AT ALL PANEL ED6E5 d o - - - - - - - S, - - - - - I SILL PLATE W/8d 2X AGO 51LL PLATE. DOABLE EXTERIOR GYPSUM BOARD o 0 0 NAILS 0 4'0/G STEL AT FULL BASEMENTS ° 5/8 DIA STEEL ANCHOR -j T'MINIMUM ---- - 819 NAIL a 12'0/G AT ALL BOLTS MAX 2'-8.O.G. Zx b tuT vuZy Microllam® LVL and ParallamOPSL EXTEND BOLTS MIN.T'INTO 65 22 COIL STRAP Na<STRM io Rif fHt MEMBERS NOT AT PANEL EDGES FON.WITH TI6HITENED Wr f DHOW. allowed hoe zone 3'x 3'WASHER TO EACH BOLT. (2)2 x i ACQ .+hPS�ONI LTP4 RATE NAID TO \__ LSTA36 MV lo-IOd NAILS ��F'BAR SEAL AND MAIPRCVIPE NTAIN eSHI�N ILL �PLATE RM Aw 51.E RATE A IF 0/G AT OL�VM 15/32"058 OR IN51DE CORNER OUT5IDE CORNER middle y span INTO STUD ABOVE AND LOCATED 2'To b PLYWOOD SHEATHING d 1.3E TimberStrand®LSL allowed hole zone d BELOW(2 EACH CORRY FROM TOP OF WALL MOM WD TO FINISHED GRADE 10111.AS RR rIcV ,LM PLAN VIEW PLAN VIEW NOTE' General Notes a Tall=�,q80# SEE (,OIL STRAPS UNDER SHFATHIN6 PROVIDE,ad COMMON 10.131 x 25`LONG)NAILS.COIL EXTERIOR MALL TOP FOUNDATION PLAN STRAPS OVER SHEATHING,PROVIDE,10d GOM410N(0.131 x 3'LONG)NAILS. �/T /�t� /'/�p GCS HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded EXTERIOR ERIOR GORNER DEPTH HOLE SIZE headers and beams only. LAY-PPHN OR FALSE VALLEY PLATE HIP GONNEGTION 438" 1" • Round holes only nd 5TORY CORNER GONNEGTOR5 TYP I GAL ANCHOR BOLT 5TUD TO RIM J015T TO 51 LL PLATE T�R,4PPI NC DETAIL WALL FRAMING 5y2' 13/4' • No holes in cantilevers. 8 p, e:�KTg' 18 N.TS. 22 N.TS. 7%4"to 20" 2" • No holes in headers or beams in plank orientation. LOCATE AT EVERY STUD It T`-�• See illustration for Allowed Hole Zone DO NOT cut,notch or drill N.TS. LOCATED AT EVERY CORNIER NETS. LOCATION A5 NOTED N.TS. holes in headers except as ,Indicated in illustrations and tables. A MNMIIM OF TWO ERI4CM WALL LINES 04J IN EACH DIR6GTION OF A BUILDING. EMUS SHALL NOT IEE SPACED B(Tpp�ST�tp AND WNL OrATHND flEMSMWKEONMO _0 MORE THAN 60 FT APART. WALLS WITHIN A lEIHL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BW.. BW_LOCATIONS/TRE NOTE TO TCP Q'POM(WNL P usm I NOTE, TO TQ'OF MY WALL f tip � 5MP5CN DTTIZ IICLDOAIJ AT ff-YJ6P pRAGED I�A�ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE WNL ETD TTIZ H (TYPE Al IDU AS RW4aPt"W A BRACED WALL PANEL(E3HP)SHALL BE61N WITHIN 10 FEE=T OF EACH END OF A BML. THE DISTANCE BETPM A044CANT NT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER E326E5 Of BW"r SHALL NOT BE GREATER THAN 20 FEE=T. TI�2E SWV L BE A MNM1M OF TWO BMP ON EACH OWI..EWEPT AT 3 I/2'MODE LVL FEADETt(SEE PLAAU o ®Q AT PRACEP WALL PETALS G MD R • II WALLS<IG,FEET LANG MAY HAVE ONE 48 OR LAN6®2 BMP. BV'1'5/TRE TYPIGJ1LlY G5-W5P SHEATHED BRACED WALL PANELS ® (TYPE A)OR GYPSUM BOARD GB(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BWP TYPES A ® 8-IOp NAILS AT DITV AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIR:EMENT5 OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. CONTINUOl15 TO OUTSIDE OF PANEL., N ® BHP TYPES ARE INDICATED ON FLOOR PLANS. r/•� N ® 3/13'P THREADED ROD Z z v J ® G5-H5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SFW.L MEET NOTE,WHERE 24'WIDE MINIMUM PUL HEIGHT THE M N MUII f OF TABLE-R60.103. NAIL XN MINIMUM WALL CONTINUOUS IV4 MIN DEEP HEADER TO GONTIN OU IIY"MIN DEEP HEADER TO WALL RETURN 15 PROVIDED AT ENDS OF SHEATHING WITH 8d NAILS O 610/0(�AND 12'OX(FED)A V PROVIDE 2X OUTSIDE KING STUD(SEE FLAW Q OUTSIDE KING STUD(SEE PL AW P/NEi EDf E 65-WSP BRACED WALL LINE THE 800# BLACKING AT ALL UN WPIORTFD PANEL EDSM PROVIDE 8001aOLM HOLDOMN FASTEN J'SHEATHIN6 TO HEADER HY � FASTEN J'SHEATHING TO HEADM W Z HOLD"MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE 60 NAILS o 310/0 IN EACH DIRECTION bD NAILS a 3'0/G IN EACH DIRECTION LL 1 EITHER A24'MNM1M FU.L HEIGHT WALL RETURN OR A 46'MINIMUM BMP. SIMPSON LSTA24 STRAP ON BOTH 51M AAD 51MP50N LSTA24 STRAP ON M&EATIE7 � TRIM TOP OF PANEL AS REQD 2 � 0 EACH OF HEADER TO JACK STUD W I6-IOD NAILS FACE W/16-101)NAILS O T P4 TABLE RbO2.105 MINIMUM LENGTH REQUIREMENTS OF G5-W5P HOSTEL!TOP PLATE TO HEADER hU 2 {- FASTEN TOP PLATE TO HEADER W/2 _ 6 I/4'SI75 SCREWS n } WALL MIN PANEL BOTH SOB(44 SRA M PPAA NEQ (•••� CONTINJOUSLY SHEATHED BRAGED HALL PANEL5 ROWS OF Ibd NAILS 0 3b/G z KOH.S O'r 16d NAILS.3'o/G I j WALL AJAGENT CLEAR MINIMUM LENGTH OF S � HEIGHT(FT) WIDTH'L' � U iii HEIGHT(FT) OPN6 HEIGHT BRACED WALL PANEL PANEL 5HALL HAVE A L846TH'L'OF NOT PANEL SHALL HAVE A LENGTH'L'OF NOT $ 28' W V 2 Q -511 IP`�OM GNW COUPLER NUT <64' 24' LESS THAN 16'FOR 8 FT KALE,IV FOR q LESS THAN Ib'FOR ONE STORY AND 24'FOR 51MP��OH SWSB 5 1 SB Z 8 b4'TO 80' 32' FT WALL,NO 20'FOR A b FT WALL SM FIRST FLOOR OF TWO STORY APPLICATION. q 32' U 80"TO qb' 36'+ X PLAN FOR ACTUAL LENGTH SIE PIAN FOR ACTUAL LENGTH 10 34' PANEL,VERIFY PAN✓H.15 PLUMB 0 <(A' 2T' GYPSUM BOARD 165"BRACED WALL PANELS(TYPE B)SHALL BE d � � II 38" 3/8'O ANCHOR BOLT OR q 64'TO 80' 30' 4b'MNIMIM IN L9'167H ON BOTH 51DE5 OF WAIL PER TABLE 12 42' NOTE,DETAIL APPLIES TO ~( 4 ADHE51VE AWG4 0R 80"TO q6" 41' -160?JOS. 5E�n•611x"' BOARD WIN 6d COOLER NAILS, (2)JACK STUDS MIN.OR PER PLAN (2)JACK STU05 MIN.OR PER PLAN t7LBOTH ENDS OF HEADER W a n - <b4' 30' Dgl5'X 136'GYPSUM BD NAILS,OR,DW,X 1361 O O 10 64'TO 80' 30' NNL5•"110/1(,(606115)NV'i'O/G(FIELD). 511-000146 15 NOT - LL - `.•- 80"TO qb" 38" `REC>UR�AT IINSUPPORTEID PANES-f�WHBd PANELS ARE BLOCKING,AT PANEL.EDGES -� BLOCKING AT PANEL EDC-C-5 �- tV ❑ INSTALLED HORIZONTALLY. PROVIDE JOIST OR TIR44 OR RU Partial - Partial credit for panels 36"to 48'wide per 8602.10.5.2 HEIGHT 101-00 TNG DIRECTLY ABOVE AND BELOW TYPE B WALLS. r " _ TYPICAL HOEDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD ONE JACK AND KIM(,SALADS orrE JACK AND KING s,TDs BLOCKING AT PANEL EDGES L EQUAL��TO Two KINE STUDS or > 12 CD FA51EN 1/16'SHEATHN6 TO EACH 57M FASTEN 1/16'SHEATHING TO EACH STUD � A STUCTURAL PANEL "CS-WSP" -TYPE A g GYPSUM BOARD "GB" - TYPE B AND 51LL N 819 COMMON NAILS @ 3'O/C AND SILL H•1/8D COMMON NAJL5 a 3'0/G � FRAMED FLOOR FASTEN Tn6'SHEATHING TO STUD Z r NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W bd NAILS a 4"Ott V / (i�� PORTAL DETAIL"A'ONLY APPLIES 51N1P`AN HCR HIOIN M L TEND S D5 S SOIN W5 I HHO FLOOR HY ABOVE. J N+.T5. TO 2 FT TO la FT WIDE OPENINGS. Z SGRB^5 N DOUBLE END STUD SD5 SGRH^Ei IF NO FLOOR ABOVE. � � � �\ � TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HOU4 HOLDOHN W/10-I/4'SDS WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HIEI6HT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-I/2'm ANCHOR BOLT OR EXPAN510N PANEL TO 517 DIRECTLY ON TOP OF SMP50N DTY1Z tiGLL1ONM AT 66-W�pRA" WALL HEIGHTS,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT ��IF BOOR F � CONCRETE FOUNDATION NWIv BOLT WITH 2"XYXs{6'PL WASHER V2'm ANCHOR OR EXPANSION BOLT W WALL BV PANES(T`1f1=A)NPU AS REQUIV CONT BASED ON SUPPORTING FACTOR #4 BAR CONT IN TOP OF CONCRETE m I AT MZW WNL PETALS C AND D. STORY BNL 5PACIN6 METHOD 6B CONCRETE #4 BAR CONT IN TOP OF CONCRETE 2-I/2'm ANCHOR OR EXPANSION BOLT - I j'"9 2 Oy �y E�O5URE GATE-60RY ONE STORY G 12 FOUNDATION I- (n SHEATHING FOUNDATION FOUNDATION �11E I � � � ,-S-IOD NAILS AT DFTIZ TOP 10' 2S' S5' EXPOSURE CATEGORY ONE STORY D is #4 BAR CONT N TOP AND BOTTOM Q --1 � z C7 EXPOSURE CATEGORY TWO STORY G 1.3 PAE 5-18 ANCHOR BOLT OR Ya,'THREADED READE9D OF CONCRETE FOUNDATION SIMPSON 587/8X24 OR PAB1-la ANCHOR TOP 20' 5.O' 10.0' E�CPOSURE CATEGORY TWO STORY D I b E9CTEND WALL SFEATHIM6 OVER RIM JOIST ROD W WASHER PLATE,SEE DETAIL 15/171 -, BOLT OR Ye,"THREADED ROD, W FABS-18 ANCHOR BOLT OR 3'e'THREADED OVER ROD W/WASHER PLATE,SEE DETAIL 15/DI SES DETAIL 15/DI = 02 ROOF EAVE TO RIDGE ROOF ONLY 15 FT 10 pA}� tD6E V 6 ® TOP 30' 1.0' 145 FRAMED WAIL PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENINGS. fn ROOF SAVE TO RIDGE ROOF ONLY 20 ET Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48'TOWARDS R602.10.3(I)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HA5 TOP 40' q.0' 185' ROOF SAVE TO RIDGE ROOF+(FLOOR IS FT 1.15 REa1nREM1EHTS FOR BRACED WALL PANELS AT BRACED WALL LIMES. Y1ALL.TO BE CONTRIRMN6 LENGTH OF 4b'TOWARDS R602.103(I)MINIMUM LEH6TH 51MP50N STRONG WALL REQUIRES EN6INEERID DESIGN TO S ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 13 BOLTS FOR U�ON PST FLOOR APP1 TI0N ONLY, REMIREFENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. ACTUAL p�To DETERMINE PANEL SIZE AND��qAD CONDITION ❑ TOP 50 11.0' 23.0 ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ..... .............................. ............... ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP 60' 13.°' 215' WALL HEIGHT ANY STORY b FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL I'ABW" SIMPSON STRONG WALL 106 NUMBER 3/8'0 AN C+IOR BOLT OR BOTTOM OF 2 10' 5.0' 105' WALL HEIGHT ANY STORY q FT OA5 It N 11 N ADHESIVE ANCHOR HALL HEIGHT ANY STORY 11 FT L05 C FRAME CS-PF DETAIL - TYPE C D PFH DETAIL - TYPE D E DETAIL - TYPE E �NTT%cALTEF 2016023 BOTTOM OF 2 20' q.0' Iq.O' HALL HEIGHT ANY STORY 12 FT I.1 NOT TO SCALE PER FIGURE 8602.10.6.3 NOT TO SCALE PER FIGURE 8602.10.6.2 NOT TO SCALE PER FIGURE 8602.10.6.1 NGINEERED METHOD W N1+8E 2 OF 8H L PER PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 30 13.0 275 H OF BML PER PIAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40 Il.036.0 10,6ER OF BHd_PER PLAN DIRECTION AT STORY 5 OR MORE Ib GYP BD FINISH OMITED FROM INSIDE FACE OF BW 1.4 2 � BRACED WALL PANEL L DETAILS a D I HOLDOWN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD C5-H5P ONLY UNIT 5 9 (MODEL D- 15 )BOTTOM OF 2 b0' 25.0' 525, GYP IE FASTENING ANY STORY 4"o/G o, UNIT 6 0 1 L APPLIES TO METHOD 6B ONLY C>-1 NOT TO SCALE � W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED , _--v_IwsirAl►w�raenr rr�.i ��� • r - - - - - - -- - - - - - - --®- - - .� riiLirm ��w�►i - - - - - - - - - - - - - - - • ■ MINNIE- ' %• ' r - - - - - - - - - - - - I�w.�r/r►. _spry - - -- - .■■■1■11■■►: - - - - - - - - -- ' Eywou __W1 - • -' - •• - - - - - - - - - - - - -- - - --- - - -- -- - _=_=� - I��L�IIJ►�liQ� _._ �ilt��■1■1��■■I■1■■■■I■I■■■�. 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Q I I I W `� W co (� (� ❑ wp BA5EME:NT_ _ BA5EMENT 2015 IRG- 62427.8 (503,8) T.O. 5L�tB =I _ T.O.SLAB VENTIN6 5Y5TEM TERMINATION LOCATION: THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN Cn CHTEND ELEVATION INPUT OF 10,000 BTU PER HOUR(3rW OR LE%5HALL BE LOCATED AT LEA5T b"FROM ANY AIR OPENING INTO A F- 11 _ , „ BUILDING,AND 5UGH AN APPLIANCE WITH AN INPUT OVER 10,000 f'- 1/4 - I -0 BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE r , UNIT 5 9 ( 15 ' PORCH) INSTALLED WITH I Q INCH VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT OVER 50p00 BTU PER HOUR W SHALL HAVE AT LEA5T A 12 INCH VENT TERMINATION � CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEA5T 12"ABOVE GRADE. U MODEL D LINDEN ° 0 SELF FLASHING STANDING 5EAM METAL CHASE GAP �I �II� II�\ 2015 IRG- R312.2.1 I-II�IIL I�f IN DWELLIN6 UNITS,WHERE THE TOP OF THE 51LL OF AN OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" - - - - ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE 6" TRIM GAP - _ RIDGE VENT THE FINISHED GRADE OR OTHER 5URFAGE BELOW ON THE 1' EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: OPTIONAL WOOD 12 * OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PHERE CHASE WITH METAL f b TO PA55 THROUGH THE OPENING IN ITS LAR6E5T OPENED w GAP AND CULTURED 12 P051TION. INSTALL IGE 4 WATER SHIELD STONE VENEER -7 *FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 20610 PER MANUFACTURERS m .. _-- 12 GARAGE DORMER (THE WINDOW OPENING GONTROL DEVICE AFTER OPERATION TO SPEGIFIGATIONS TO MAINTAIN LINE OF ROOF 12 BEYOND CONTROL DEVICE ALLOWING THE WINDOW TO PRODUCT WARRANTY - - `� RELEASE THE _ - ....- _..._. -.._.__.._._ _: __.,. _ FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING BEYOND® - _._-_:_., RIDGE VENT �.�:. :.-...�� W�::W. .:.:..-:�.:...:..:. .�...:.:- ..-_,:. -__ ' - NOTE; BEDROOM#2 -.--_---. ....._..__:...._ ... _ . ......_-.._._.__W____.:. ._....----.:_........... . ... AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 SC�l1ARE FEET. APPLY ICE d WATER SHIELD IN _T - RIDGE PENT FAIR WEATHER WHEN THE AIR, - - - - - - - - - ROOF DECK AND MEMBRANE 12 ARE AT TEMPERATURES OF a 77 \ 40°F(5°G)OR H16HER 2 z = FLUSH ROOFS 9 12 12 q GL-I ` OH. GABLE QW Ixb FA5GIA B2. r PORCH —nn nn nn &'AZEK - o 04 PLATE HT. I - - FRIEZE BD. M.BEDROOM I'-4" PLATE HT. I I1p _ JJ La NOTE W: Z PVG 5FNITTERS WITH FIXED r ! HIN6E5. WIDTH OF Z 514MER TO BE HALF GL-1 WIDTH OF WINDOW. = W O > 1 . I1 w a� L i i z EXTERIOR WALL o 0 v o I r 11 4 4 -HARDIPLANK 5HINGLE 51DING - Z O -TYVEK OR EQUAL 0 4 1 L -1116"056 5HEATHI% W II i i l -2x6 WOOD STUDS® I l -b"R-21 BATTS F+�i FIN. 15T FLOOR _ _ I _ _ _ _ _ _ _ _ _ FIN. 15T FILO r T 1 I AZEK TRIM - - - - � � WALL® BEDROOM I I I ALL 51DE5 I 12" SQUARE HB G DERMA CAST BKAU�6ARA6E i m #2 BEYOND I I I ( I COLUMN W/SQUARE FLAT GAP z } 1x4 AZEK TRIM 5bxbIM P.T.POST WITH ( I d BA5E (OR EQUAL) - CORNER I w 51MP50N BG52-3/6 Z Q 1 I I I P05T GAP ANCHOR 3 I -L I GOLUMN TO BE PROVIDED W/ I U o o co I I 51MP50N AB%b I BREAK I 5PLIT KIT I o � ` FDI I I I P05T 13A5E(TYP- I I I 0 I�t E O\... ..... ALL GOLUMN5) r G��N ROB I I I I I I ui z - - - - - - BASEMENT - - - -- - - - - - - - - - - L J - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - — — — — — — — ` I- - -- - - - - - -- - - - - - - - - - - -I- - - - - — - - - - - - --1- - - - - - - - - - - - - - - - -1- - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - El -,Vvyo LEFT ENI ELEVATION .... ........p.........I....................... JOB NUMBER w 2016023 UNIT 60 ( 15 ' PORCH) U) UNIT 5 9 UNIT 6 0 DUET CL[JSTER Q SHEET NUMBER MODEL B - l INKBERRY (MODEL - 15 ) - 15 ) zCL- Iml D B l ELEVATIONS W U) Io COPYRIGHT GRCH ARCHITECTURE P.C. 21017: ALL RIGHTS RESERVED ' ~ ' ' ' COPYRIGHT GRCH ARCHITECTURE P.C. 207: ALL RIGHTS RESERVED U) F- Z W E 0 Irt 2 HR 5EPERATION V ti WALL PER UL 1336 Q 4--) U z r fu OTj LA0 r U • I6'-0' 221-8' 24'-6' 15'-0' Z Z L- Lo &U):a M 4'4' 12'-2' 8'-0" l'-0• 7'-b" O Q W 0 co U _ 0 u Lo y 10' w (D PTr61RD62 B 20 12 (3)3010 TR 0- 6X6 P.T.P05T WITH SHP5ON D-5 DTI DTI 20 B652-3/6 POST GAP ANCHOR t 03052014 4 51MPSON A131Xib POST BASE I I 10"SQUARE HBa6 PERMA CAST DTI (FYP-ALL COL MN5) I I I I Ca"046392 W/5Q11ARE B 5 6x6 P.T.P05T SIMP.,ON — — — —ISP — ��_z _ - I r — — -1- — —-r — FLAT GAP t BASE(OR EQUAU BG52-3/6 P05T AP ANCHOR - -GORNER COLUMN TO BE a SIMP50N ABW POST 1 I COVERED PROVIDED W/SPLIT KIT BASE fTYP-AL1 GOLUMINs) (3)242 P.T. _ _ _ 525'xllj'LVLHDR _ 2010 TR 1 PORGH I I I LOW 61 r -1 �2 el'-0"10 HT 4 4 II I - - - - — z - - L J o u, I I AL16N TOP OF COVERED —r u'-o'soFF1r 3 TRAN50M5 Q 4' IPATIO Ib'-0" b" I 14'-0' ( b" H 9016 I I 0)2816 TR (2)3010 TR N I z 1 6080 6L.DR W/ 1 0)2 DH "-' I 12'-6'STEP CEIL I Z 19 I I (2)18' DEL16HT5 I ( 19 WINDOW (2) DH - i I MASTER U DI I I I I DI 12 (eW T, ( BEDROOM TYP FF - - - - - - - -1 171 0V-V 12 _ I 2l i i m = o 1 T HD d. Ln EQ EQ I O fi J :- 2016 TR _ :0 5.25k II 7/8'LVL FOR ry �,.. — — — — N 2052 DH r -T — — — — — 4 I r— — T — — I FWSLI f80-FWEh080-FWSLt180 Z —JL — L - - JL - - J L- -' g e 8-0'FD Hi 21'G — — 6ABLE ROOF TRUSS 61RDERgn _ ❑ DI &ONTINUOU5117/6,L14 'o (2)2X10 HDR o 2X10 o DN b' 525'x II l/8'LVL HDR o I 0 V- 1 I r T 1 �S�k II T/8'LVL IDR 0 8'-0'FD HT w 12'0' I'-0 3'-10' Tv r-I 10'-4' T-- - - - -T — 1- - - - - - -- ---J I I 2M2 DH T""I FI -F�E rq II'-0'LEILDJ6 ———— — ——— �`r 4' 4' v I I I I 4 2'-0" 3'b" 2'-0' S 6• L J Q LIVING AREA I BREAKFA5T AREATEI 4P I I I I ` s8 6L DR5 I 4'-0'CEILIN6 I 12'-6'STET'CEL I '-0' 2'-0' 1 4 BEDROOM #2/ 2'-0" DINING AREA 2'-0" I 4'-0'CEIL O 1 15M HEARTH 1 5070 OPT.DEN I I I 1'4• W� n �. m 1 I CL FNH OPT. I I I I ACCESS HATCH2052 DH ^ w LLJ ri .b'-0'HD HT I N I , I FIIRREPLAG-FAB ( L_ J cn L J 12'-6'STEP CEL 2'-0" II'-0' I FW-2 L — —— — — I GREA ROOM I. J 12'-0'STEP CEILING _ I V7 p V v m GREAT ROOM I ow u'-0' LING ®� i TEMP 6L i 4 ——— 2 -� ❑ V_T KA� ITG ®� 411-01 I I RAISED RTH ®� I I^ to(0 s 6oi�Lm HT 1�1 O Y r b" Ib'-4' 3 z 4'-0• °° 4• 3,_8" 4 8 0' I I I (2)Z42 DH v l2)2816 TR I I - 2'( 19" STEP CEI (2)2852 ON I I �j I Q Ln 9'-0'GEMINI I o ,� I �` MASTER I ® 4 ' e 8'-0"M HT L J O I I - BATHROOM v II 1r SQUARE Naas F I DINING AREA I I I ®EF 4 s o I I ®� BATH —I— L J PERNA CAST COL" I 4' 3.-b. 6 6' W/5WARE FLAT GAP ( I 1 2I�C I REFIr(4) TIfT 2' " 4 9-0 h'2" 8'O' q F- 4 t BASE(oft EQUAU- L -� J o I I I 46"x34• FTA CORNER GOL11hM TO 2'6"6' 2'-0" DI o- e 54OHM PAN r , BE PROVIDED W/ `t II'-0'GEIL 3D- ®� 34 6ON3 TUBS $ ZSPLIT KIT Y — — — — — "' 4" I'-IC" 4' b'-0' o KITCHEN L — ' J 4 � PWOUT W b" II'-2" 4'Hwo 2'a' 4' 3'-4' b' S'8' ? 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D 5D 4" 3'-2' 4' 3'-4- b' 1'-0' b" 4'-0' 4" b'2" rio$D 6' � CL Q bxb P.T.P05T WITH _2. k — 2868 INSUL DR- vwwv <r 514=50N 86523/6 POST 45 MIN.FIRE Qp CAP ANCHOR t SIMPSON I ` PAN u�+ — — CRATED W SELF -O'CEIL.I OSIN6 DEVICE q pN NO IFOYER ��a r , 0202014&- ' 1.ENERGYCODE STANDARD:PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS 2610 TR ABLft P05T EL45E - I Lq 9'-0' ILINS — — — — —— 0 HD HT THEY APPLY TO ENERGY CODE ARE BEING r 'po T PRTN ® WI — — I'-0' 4'4" 3'-8' 3' 4" 5D 1� 4" 14R I 4 R6' T-0' — 1 I Til 2.ALL N WTIH THE 2015 INTERNATIONAL ENERGY � :r `r Q � •J � CONSERVATION CONSTRUCTION CODE THE AUTHORITY HAVING JURISDICTION SHALL BE (3)2810 7R 6" 9'-0' 4' 4'-0" 4' PERMITTED TO DETERMINE AN ENERGY EFFICENCY PROGRAM TO EXCEED THE ENERGY L Io'-0' (LING EFFICIENCY REWIRED BY THIS CODE 0 �pN ® THO GAR GARAGE INT.BEARIN5 WAIL I®5D 3.A PERMANENT CERnF1CATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A (TE PE3t�) I MA TER N • 6'tR-2U BAITS RE PRF NTH M,b� , QIL10-W STEP CIE WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CER IFUTE SHALL COMPLY 9-0 CEILING TO LOPE ARABS AE)D 10'TREADS 6 (R-21)BATl5 T--q "i— DEN/BEDROOM#2 Q 1 = BATH OOM WIGS s GARAGE 5�o01N r WITH IRC N1101.14. WC I I v L LAV LAV It t GEMINI ON GARAGE I'-0' 4'-4' 4' 14'-0' 4" r 7'-0" , 6" 126" 6" 4.ATTIC OR CRAWL SPACE ACCESS SHALL L BE WEATHERSTRPPED AND NS IATED TO LEVEL _ EQUNALENT TO THE INSULATION ON THE SURROUNDING SURFACES. SALE COMMON WN1S TO GARAGE — — — - 5.INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE p — — — o �VERED I I INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED N TABLE 402.4.1.1 WHERE 2010 TR Q 5 Q PORCH O I I iii REQUIRED BY CODE OFFICIAL.AN APPROVED THIRD PARTY SHALL INSPECT ALLo 61-01 HD HT COMPONENTS AND VERIFY COMPLIANCE. 2050 DH r r — — — — — — — — — — , Q FW2 �—}—9'-0"SOFFIT 0 6.TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVNG LESS u� L — — — — — —J THAN OR EQUAL TO 3 ACH50 IN CZ4A,5,6A TESTING SHALL BE CONDUCTED BY AN L 6" Ib'-0' 4" 4'-2' b" 18'-0" 1'0' 6ABLE ROOF TRUST 61RDER APPROVED THIRD PARTY. W —— — 7.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM I I (- 2Xb FDR DI P — — — - (2)2X10 HDR OF R-8 AT 3e OR GREATER N DIAMETER AND R-6 AT DUCTS LESS TWIN 3A IN I I - pIAAETER. II'-0'STEP CEILING � THO GAR GARAGE HD r — — T — — , ►� `O 4 16010 OH DR •4'PL.SLAB(MIN.3500 PSI CONW 6A.DUCTS SEALING-DUCTS.Atli HANDLERS AND FILTER BOXES SHALL BE:SEALED. I MASTER 1 " - WWOWW WITH 6x6,10/10 WWM. I-0 20 0 8 DUCTS TESTING-DUCTS SHALL BE PRESSURE 7ESIE1 TO DETERMINE AIR LEAKAGE BY - - ' - - TOWARDS eARABE DOOR 20 a 8'-0'HD MT 2'-0' :r 0 "SLOPE 6ARA6E 5LAB D"2' (2)3010 TR AN APPROVED THIRD PARTY. p I � BEDROOM I HID ;p 5 V4k Ib LVL FOR ;o F� 4016 TR 9.BUILDING CAVITIES SHALL.NOT BE USED AS DUCTS OR PLENUMS I 'TYPE�r GTP BD oN GARAGE (2)2'X6'INT.HDR DTI (2)3052 DH 10JNECFVNICAL SYSTEM PIPING TUBULATION CARRYING FUNDS>105F DEGREES OR I 12-0" " D/21 WALLS/GETTING 3080 EXT INSTIL DR TJ <ECH55F DEGREES SIAL BE INSULATED o I DDHD 1I I DI SPACE COMMON FALLS TO 6ARA6E Q W/12'SIDELIGHT WITH R-3 MINIMUM. 2010 TR }> I I - N 4 4' IS'-8' 4" = Z e 8'-0'HD HT r i „ A '' W 11.MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC�NAC 2050014 I I B-5 g ^ L) 12EQUIPMENT SIZING-PER ACCA MANUAL S.BASED ON LOAD CALCULATED PER RCCA L — — — — — — — — — — J �••L•I MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. Q L 4 b" 2 " 2-0" _l I6010 OH DR O 03 13LIGHTING-A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES I4M HAVE m (2)2Xb FDR To " 0 2Xb FUDR _ - _ - LTJ9:4 W HIGH-EFFlCENCY TAMPS. 1 5 I/4k 16'LVL FDR � Y Lij 14ALL WAC,PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC C'4APTER 11 HD 1 HD Lu O W ENERGY EFFICIENCY,INTERNATIONAL MECHANICAL CODE AND INIERNAl10HIAL ENERGY 21/6 21/D L - - J L - - J MODEL 5-1 MASTER O U o CONSERVATION CODE IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 19 19 TO SUBMIT N DETAIL THE DESIGN,CALCULATIONS,DRAWNGS,WRITTEN STATEMENTS OF DI 3010 TR 3010 TR D1 2, DTI DTl BEDROOM WALL THE MECHANICAL,AIR CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW,EXISTING OR B BEYONJ7 UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR 305C DH 305C DH D-5 W T q BUILDING DEPARTMENT. �••L� u 4'-0" 9'-0" 4'-0' I�{�• Ib'-0"R.O. I'-4' 2'-0` Ib'-0"RA. 1'-8` b'-6" b'-6' 0 v 15ADDMONS,ALTERATIONS OR RENOVATIONS:SIAL COMPLY WITH IECC 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH IT'-0' 4'-0' 18'-10' 19'-8" 7'-0" 13'-0' ❑ THIS CODE, 16JAIMWUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVDED FOR EACFI SEPARATE HEATING AND COOLING SYSTEM N ACCORDANCE WITH SECTION N1103 Ijj U CONTROL SYSTEMS 17ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN m ACCORDANCE WTIH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. I Z J UNIT 60 ( 15 ' PORCH) 12 HRSI�RATION UNIT 59 ( 15 ' PORCH) Z( WALL PER UL 13M 2015 IRC-624276 15038) 0 ��GI RO pFQ .............. VMIN6 SYSTEM TERMINATION LOGATION: MODEL B 1 (INKBERRY) MODEL D (LINDEN) cn G��N o THE VENT TERMINAL OF A DIRECT VENT APPLIANCE:WITH AN INPUT OF 10000 BTU PER HOUR MW OR LESS 5HALL 8E LOCATED AT LEAST 6'FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN APPA-IANGE WITH Q ° /r ym AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50POO BTU PER t y�Q, < M HOUR 5HALL BE INSTALLED AND AN APPLIANCE WITH AN��°��CET� �ON ^'� FIRST FLOOR PLAN FIRST FLOOR PLAN W D �� ` z " AT LEAST A 12 INCH VENT TERMINATION GLFARANGE.THE EfOTTCIhi of THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' U O ABOVE • 3/16"=1'-0" LIVING AREA: 1,5aa 50. FT. 3/16"=1'-O" LIVING AREA: 1,5gq 50. FT. cn O GARAGE AREA: 3-H 50. FT. 6ARA6E AREA: 413 50. FT. ❑ YOP�` GOVERED PORCH AREA: 212 50. FT. FRONT COVERED PORCH AREA: 401 50. FT. 2015 IRC-R3I2.2.1 REAR GOVERED PATIO: 24150. FT. JOB 611jE .O ENIN9I15 UNITS,WHERE THE TOP ' III SILL OF AN OPERABLE WINDOW 6 023 OPENI116 IS LOCATED LE55 THAN 24'ABOVE THE FR851�FLa7R AND &RFAT132 THAN 72"AWVE THE FINISH®GRADE OR OTHER SL$r-ACE BELOW ON THE EXTEIZIOR OF THE BUILDING,THE OPERABLE WINDOW%U COMPLY 2 WITH ONE OF THE FOLIAWIN6� W •OPE NIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS ONE CARBON MONOXIDE ALARM IN NEW '_ _ EF =EXHAUST FAN. 6ENERAL CONTRACTORS AND 5UBGONTRAGTOR5 TO U) SHEET NUMBER THROUSH 7HE OPENIN6 IN ITS LARGEST OPENED P05IT10K ONE AND TWO-FAMILY DW311N65, STAIR MANUFACTURER TO DESIGN HD= HOLD DOM 50 GFM INTERMITTENT 012 •FALL PREVENTION DEVICN5 THAT COMPLY WITH ASTM F 2040 TOWNHOUSES AND DNH.LINS UNITS IN ® 20 CFM CONT N)OVS NOTE N', �'����`'TR')GT'ON Da-,LAMENTS UPON REGE'PT UNIT 5 9 UNIT 6 0 DUET CLUSTER a. (�: STAIRS TO MEET ALL APPLIGABLE MULTIPLE LVL GIRDER GONNEGTION5: FROM ARCHITECT AND REPORT ANY AND ALL lvr (TIE WINDOW OPENING CONTROL DEVICE AFTEIR OPERATION TO RELEASE THE &ROUP R-2 BUILDINGS(CONDOS t 6 ALL DR05 TO BE VENTED CONTROL DEVICE ALL01 IN5 THE:WINDOW TO FUMY OPEN,SHALL NOT SOPS)AND UNITS OFF8REp FOR SALE, ALL HINDOH5 5HALL BE CODES AND TO REPORT ANY FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT TO OUTSIDE AIR PER CODE D156REPANGIE5 WIMIN6 ANY DIMEN51ONAL CONFLICTS, Z 5.15 E THE FlE7 CLEAR OPENIINS AREA OF THE WINDOW UNIT TO LE55 THAN IN THE IMMEDIATE E LOWS OF ANDERSEN 200 SERIES THE R GHITE ES AND GOO STATS TO TO6ETF�R wr I/2" BOLTS® 2'-O" O.G.,2" MIN, cot •ALL WASHER TO BE IMMMEAS ATLEY TO TO CONS FOR CORRECTIVE (MODEL D- 15) (MODEL B- 1 15) FLOOR PLAN " _ 5.'I 5Q1ARE HT�T. BEDROOMS,ON III:LOWEST FLOOR THE ARGHITEGT PRIOR TO STAIR ©'��® CARBON MONOXIDE PROVIDED WITH vRAN PANS MEASURES PRIOR TO GONISTRUGTION.DO NOT SCALE � LEVE.CONTAINING BEDROOMS. GLAZING FROM TOP t BOTTOM, d MIN. 4" FROM EN05 ® DETECTOR3W FABWGATION. DRAWINGS.DIMENSIONS SHALL BE GALGULATED AND SMOKE DETECTOR NEVER 5GALW UNLESS OTHERWI5E NOTED. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2.017: ALL RIGHTS RESERVED INSTALL ICE 4 WATER SHIELD PER WOOD ROOF TRUSS SPECIFICATIONS: Z MANUFACTURE RS SPWIFIGATIO16 TO MAINTAIN PRODUCT WARRANTY NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE W E SPECIFIED AS THE ROOF FRAMING MEMBERS. LQTE-. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS O APPLY IGE 4 WATER SHIELD IN FAIR WEATHER VUEN THE AIR,ROOF DECK DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. U AND HB13RANE ARE AT TEMPERATURES OF 40'f(5'(,)OR H16HER. 0 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN:KE-EWANEERED ROOF r 1 a D (EQUATION 16-8) Z ^�•/, D + L (EQUATION 16-9) p W D + S (EQUATION 16-10) I= ■-J � u 51"255MON 51hPsTRONErn4—JE D + .6W (EQUATION 16-12) U a... � Mrs STRAPPING AJ 46%VARY) D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) U ;>N TOCP OF�TRr-s HEEL To D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS N SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE C/) :3 Z DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. Z L ``rj rn HEEL HE16HT VARIES-SEE TR)55 ORAWN66 FOR p §' C M ��&'� '� ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: IVT HIP WIDTH Q w M U r- TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR = �' 00 BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, BCLL=10PSF, AND BCDL = 10 PSF. U ce) PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT 6x6 P.T.POST WITH E] V M 12 PHOTOVOLTAIC CELLS. — — — — — 2X5 — 51MP50N BG523/b POST B 4 o It 2 HR SEPERATION GAP ANCHOR 4 51M'SON D-5 -LD rr nn VARIES TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. I I WALL PER U-ill AM66 POST B?5E" I oON.' 4�2- V = 4. �\Q I SEE DETAIL WN-2W-2 -ALL OOLUFtNi) NOTE'R' iq TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO I r, ,, _ :,, INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: I I y�A 6 1 I e r rER 2 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. ry 2. LOCATION OF ALL JOINTS. ( -_. ut.-_ _=_. I._. 3. REQUIRED BEARING WIDTHS. I I I I 8'FASCIA GL-4 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 4.2. TOP CHORD DEAD LOAD. I I 1 I LINE OF UPPER � — - _ -- — __ __-- -.... __ i,I 4.3. BOTTOM CHORD LIVE LOAD. I I p-0• I I GABLE END WALL 'j�� IP-O'PLT HT z 4.4. BOTTOM CHORD DEAD LOAD. OR III-01PL HT. I I I I A I ( I 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. U +I2 HEEL HT. II-0 PL HT. B-5 4.6. CONTROLLING WIND LOADS. I VENTED VINYLsoFF +I2 HEEL.HT. � I I I Ib' � 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. - ; 6. EACH REACTION FORCE AND DIRECTION. 'R' I O.H. 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED I j 12 I F- LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY 12 1 i 12 10'-10'OVERHANG WIDTH I I Z LOCATED RELATIVE TO THE JOINT IF,TERFACE USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL 12 --1 q tc{� LEADER TO DRYI ELL- PLATES. 1 q I P-0' II-0 PLT HT I I I j 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. OH. 111 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. ' a I W/12 HEB HT. I 'R' 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. — — _ __ _ 41-01 PLM �o I p I 0 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. r _ — — — _ _ 4 _ +36•FAL HT, - FASCIAS LL Ln 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. —1 CL-4 I I F-- / • TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND IOH. ! /j// j/ /1/// �� 1 MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS j = 6A9LE ROOF TR1J55 61RDt3t — I V J DETAIL 1 DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE //jj/// /'////j/// ❑ ROOF TRUSTATE OF SS DESIGNER TO ADJUST HEEL HEIGHTS, OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND _YORK. II'-0'PL HT OVERLA TRESSES y ' '/// -.- — -- -.-- ...-- -- ---- ----- -...- --.-- I I (- -- — -` - ---,-- -- - 1 ij w NOT TO SCALE RIDGES AUGN AS SHOWN ON ELEVATIONS AND SECTIONS. r • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT 4 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. OH. • TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEWS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT I I L I O I i/ // ✓///�% //// I ( / I I 4 ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE I I // /// X/ / /j/• I CL-4 �� SBCA BUILDING COMPONENT SAFELY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 do BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. INT.BEARING NOTE, • PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS FLUSH ROOFS 12 HALL BHAW // ////,L jj//Ijj/' I _ T I < /1 w INSTALL HALF of SHOWN ON TRUSS DRAWINGS. /j///' / ; ..-.. .-.- FASTENS a EACH i^ • TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY q r T j%//j// /j%,/j/% I L I i W 1"�1 END of STRAP u / WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL r , t-- THE i _� r • • CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE II'-0'PL HT o CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS BEEN DESIGNED AND INSTALLED FOR +12'HEEL HT. I NOTE•R• I I I //// // // / THE INSTILLATION OF THE TRUSSES 1 ///j// �/////�/%/ _ _ ;_ _..I I I j; I - - -I ,- °° I I Iu55 I I I a °° °° TO I L44 SEPS�011 STRLNb 9 I I ILL _ _ _f L/ /Li / /. — i —I I i F�1 a ° III .R'' I I 's — — ,'\ I '- �.,� ;I ! I'!1 ° . �` / . ,�' // .,I O ALIGN FASCIAS a // I I I HATCHED ARE INDICA =� I I 51Nv5Ou 57RONB TE I I'-0'PL HT. I I I I I //// vi ,,,5 sw�,,,6 ASRNLr ROOF +12'I� HT. III _ I I LOCATION OF FIRE /� 14-10d Amu FLMIX0 SWAnxw ' f J, / I � - ¢ �L16NRI B+PDOFM POT PAPS+: IS-O PLT HT fn e AL16N RID15B Q..,.�. / Z II��N.l ICE 4 NNS 94MO Pae � ROOF FR/Q*IB I ALIGN RIDGES KW64 U825 gEm TO LP L.- -- — -- --- --- -- --- ------ - -- W,WANPROwcTwawwrc. 5'-b' 1 cVr I j j //,' // / I I-- I -12 W CARRY Dif1YN FRaNf OF FASCIA- OH. — TRUSS RID6E W/VENT / /i/ // I ,... ...._. ..._ _I _._--. _ _..�-� ; aa—I n // / TR)%R106E W/VENT t c, t NtN+'TTrI r -- - I ME IN COMBINATION ONLY DETAIL 2 � � 12 -_ -_ I I I i I // ;r; � - _ _ v H-EN STUDS AND�RAFTERS c°w�AUMNRIORme a elmI I - - J I \ '//'// �I 1 I - \_: I II I b a // // ////j// r-� .' DO NOT AL16N NOT TO SCALE L-4 er,v.ca+bcTacs o I I RooF TR�ss 61RDst _ — L — — — — — "'J L__ /1 ////////: I o /�Fxa+�oFflrB�w - I _ _ 7` // //,// ry D I ('', I I GABLE r-O- 1 F - -I�I�- - - -� I I I I l �% %ice �'/'i%�/j✓ � �� i :i I ; I ! it sty PLRAA Ilii u-0PL HT. II =_ - {I CORNER nE APPLY IGE t HAIR 5"w N . 5IMP5ON HGP HIP FAIRNfATi6e 11 12,PL H HT. jj/ / — f-1 TT- 777 -1 Niel M AIR R"Ort, AID M30WE An AT • IBEIER. PRE51 PE TRFAT�SOFFIT 1L�PB7AlU�i OF 40'F b'G1 CR I� — �I J L - - J I I I 11 I I � // � F FRANB� ,I I, .�. FASCIA BOARD 2'AM 50FRT BOMD W •� ' I I I r carr.velrarO OR 1 VEM VNM SOFT II 11� LJ I I I e• 11'-0"PLT HT12 I i I 12 12 I 12 12 +24 HEEL HT) 12 — I2 I I �-112 I I• II I 1 /// / Yi// // � I 2-0• OR OR I I EXTERIOR WALL TOP DETAIL 3 DETAIL 4 I �. 3'8' S'-0' 3' 1/1 // / 1 I - - - o PLATE HIP GONNEGTION i I i L L '%% , 7,77'7// - 6A6>�ROOF -� -- NOIT TO SCALE CL-4 NOT TO SCALE L-L� i I I —ry —N /��// /�///// I ////1 r/ ///// - I I - - - - - - / /// // 4 0 I- F TRU% / ��i/////i/' LINE of LIPPER a'-o•PLT HT N 10'-0'PL HT. I I I I 61RDR5 IJIM /' 4 i � ` I�105 I 6AL3LE END wAL1CN +12' HT. ( I DORAEz WALLS //� ;��� j j% a �0. 1 0, I I I 10'-0'PL HT. / //i//// - I 0,,. ALIGN +12'HEEL HT. FA1 IAS 4 0 ' q q I I 2'-0' FASCIAS O-0" /1 / // \ I Z OH. 014.51L7EWALL ABOVE I I '�' I w A � f,jai/, -L '� i g L01^IER ROOF I 10-0 PL HT, p m L _ J +12 HEE HT / _ 1 L =-►�=ter_== — = = w Y NOTE INT)RSEGTIN6 ROOFS ( I I I 2 HR FIREVIALL BELOW ROOF- N W W w m 10'-0"PLT HT I 4 0 10'-0"PLT HT Q x WEAVE ROOF 5HIN6L B AT I CARRY TO UNDERSIDE OF INTERSECTION OVER ICE SHIELD I H16FEST ROOF SHEATHING- +12'HEEL HT. B Z T U MEMBRANE-CARRY MEMBRANE MIN.24-1 1 I I M' �I••� OUT�GI�IN ALI RECTION5 OF 11 Swfia EE DETAIL VFW-2 D-5 W O u -� �2 FR SEPBlAnON I I 4 II z Iu Q �a I I Ana W F II III �� ' UNIT 5 9 (15 ' PORCH) }UNIT 60 ( 15 PORCH) z m Z EIDE AI-L ABOVE LOWER MODEL B- 1 (INKBERRY) MODEL D (LINDEN) ;ROOF w ��. .,. . . Q .. . ROB RT 9'A U � , o F= m . *s m m w ?' �` n U . CTI CQ ROOF WEAVE DETAIL 5 AREA OF ONE ROOF BUILT OVER ANOTHER JOB BER DETAIL NOT TO SCALE CL-4 w2016023 GUTTERS 4 LEADER5 Q SHEET NUMBER ALL 6UTTER5 4 LEADER5 5HALL BE BAKED WHITE ALUMINUM.032"MIN.GAUGE, INSTALL ICE AND WATER NOTE 0: NOTE 5: NOTE R: aM R5 SHALL BE 5-5EAMLE55,0.6.5TYLE W/ALL RELATED it REQUIRED 5HIELP PER MANUFAGTURE'5 PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5GI55OR PRE-ENGUNIT 59 UNIT 60 DUET CLUSTERINEERED ROOF ROOF PLAN �- ACCE55ORIE5. LEADERS 5HALL BE MIN.2"x3",.021'6AUGE W/CLIP5 4 ANCHORS. 5PEGIFIGATION5 TO MAINTAIN ROOF TRUSSES® 24"O.G. ROOF TR155E5® 24' O.G. TRUSSES W/12"MIN.HEEL _ CAULK 4 SEAL ALL JOINTS. PITCH 6UTTERS MIN. 1/&"/FT.PROVIDE P.V.G. PRODUGT WARRANTY DE516NED BY TRU55 ENGINEER OE516NED BY TRU55 EN61NEER HEI6HT5 N.O.N)0 24"O.G. 3/16"=1'-0" (MODEL D- 15) (MODEL B- 1 15) ROOF PLAN W REGEPTOR5 5'ABOVE GRADE TO RECEIVE LEADERS(GL05ED GAP DE516N). DE516NED BY TRU55 ENGINEER COPYRIGHT GRCH ARCHITECTURE P.C. 21017: ALL RIGHTS RESERVED OPTION#I DESIGN �®v ���� CODE SECTION 1066-EXCEPTION 4: 48"MIN 48"MIN U) ^^ ,, FIREWALL MAY TERMINATE AT MPER51DE ROOF OPTION#2 Z W 5HEATHI% IF FIRE RETARDANT TREATED CODE SECTION 1066-EXCEPTION 4: SECURE RAF SHEATHING TO G-RUNNER TRACK 2"G RUNNER TRAGK2"-CAULK FOR W WALL RATING - 2 ]ESR. 5HEATHIN6 15 INSTALLED FOR A DISTANCE OF Ct. FIREWALLS MAY TERMINATE AT THE SMOKE TIGHT JOINT OVER OPTION#I FINISH RATING - �2®MSN. 4'-0"ON BOTH SIDE5 OF FIREWALL UNDERSIDE OF ROOF NON-RATED SHEATHING PROVIDED THE ROOF 15 METAL E06E FLA5HIN6 OPTION#2 O 3 STC RATING - 61 (SEE ITEM 7� 48" 48 PROTECTED w1TH 5/8"TYPE 'x" o U GYPSUM BOARD DIRECTLY BENEATH 5E WALL TRACK ATHIN6 TO TYPICAL ROOFING Z � � a r THE UNDER5IDE OF ROOF 5HEATHIN6 O AND 15 SUPPORTED BY 2"LEDGERS ROOF TRU55 `+� C/) cLi ATTACHED TO THE 51DE-5 OF ROOF 0 -{--� �, FRAMING FOR A MINIMUM OF RAKE��_TYP D o r L 015TANGE OF 4'-0"ON BOTH SIDES - .• 0 N>- r' 2' H STUD TRACK A OPTION #2 OF FIREWALL.ALLOW NO OPENIN66 IN TYPICAL SIDING --- - Z- .� J IU T OVER TI ROOF WITHIN 4-0OF FIREWALL -----------�x ---- - --�x ZO U 2*5 M EACH SIDE.MINIMUM GLA55 B ROOF Q W •,, ,., '� /_­­...1."_"-'I„r,,,_,......_ - ROOF ES® 24"O.G. 5HIN6LE TO BE IN5TALLEO `° ..�..�.:., ....w..:,. .......... ._,.. ,.,.. _. ........._... • 'r�r. -. .w.--. 2 T11D5 GONTIMIED TO IDE HIDDEN METAL FLASHING UCID � �.. ... F—_.. .. ._._...._.....-.._-- _ r _ #,..-'- --_.. . .._ -,--- .�.__" '..�.�.1�--+:r...+v.�..__. 12"VERTICALLY � 12"HORIZONTALLY � co ......_.«_.w__ O OF SHEATHING ❑ _ °D j. 1. ... .�a . \-r......_. ,., , s. 2x4 W/ V coM '�� _' "1 ' -z Y -'• x , I" I SPACE EA. SID OPTION#I Cl) ��.1 �� F ..:r ,::. -.•=;: a F; OPT.#2 •\,'+V: 4 \y \ �;•� yeti\\4.�*�� �• { �i LLLLa .: �_— .. .. r .Y.�1h. .. _.SA:1•' �7..Mw..y............ 2"x2�2/ "L�IYl7 i --_ _... =Y ..........-- .}.;... . .'; .._ OPTION#2 a " `, +� - \, " obi USG ALUMINUM XWM5 Vww� xuw�� TWA INSTALL "TREATED PLYWOOD 5HT6 `�' BREAKAWAY CLIPS FOR MIN 4a OUT,IF LOWER ROOF 15 �.....,,_........ 3:4 AIR SPACri �� � r `��•! GYP. BD. OR MINERAL LE55 THAN 30" BELOW HIGHER ROOF ' SECURE ROOF _•„r WOOL FIRE BLOCK I -3 TYPICAL ROOFING�� - SHEATHING TO CONFIGURATION1� 3 I�2 (R I ) BATT ASW CLIPS O(3 U� -- 3 usG ALUMINUM OR ob z ' FROM 1'�{ ?ti9 , RT:ih Sl:i', , 'iON i><', .rf: i )E=�t�N1.�, ALUM ANGLE CLIPS xT --- �x x� -------- BREAKAWAY CUPS O I„ AIR SPADE �-- - 5 ,•�'~ { \_ _ ""� SCREWED BACK O BACK I"AIR SPACE I"AIR SPACE D jARO ` '+ TYPE 'X"5HAFTLINER, TER PROOF, 1/2"6YP.BD Z DOUBLE H-5TUD TRACK SCREWED FIN15H ON BOTH FILL I" CAVITY AT FLOORS AND ----- .------v -------ww+d.wrrvv w `a'.:., �-�ww----- N••-•+•+++•+ •^! �w ps �. w _-_ i••-.••:•• •-: BACK TO BACK CEILING W/GYP.BOARD OR MINERAL O BOARDS FIBER6L':. .-.I .r :1• -,•,i....................... ......... ............---- •,'1, ;•: r'�,tom`••'• - —i :•'�''"",.' ; r I" AIR SPACE WOOL FIRE BLOCKING SIDES AND EDGES U ..�.........�w. _ ......... .. .. �.. �_": ..... ....J=��..rd O t _........._................._.. . .... _ , -�..... .. :�_ ._........... Ln (2) 2" H-STUD TRACK B- ..: :::............................._..._.... rr.r... ' PIECES 6.P. TOUGHROGK I } -. �._.q.. FIRE6UARD TYPE "X" 5HAFTLINEP, ~ ........ '_......----- - .}iw� ._.__ .._.._ Y,W_-. +.. WATER PROOF BOARDS W/ Z m 2x4 P.T.SILL PLATE 1 T 1 `; r{�`� ' \* FIBERGLASS FINISH ON BOTH SIDES ❑ �J V , -...._ .-.l`k.e. .,...___........r:`� m tory..,. _-1_. ...,,..;�;�x....:............ AND-•- --......._. ; .; ._ ., FIRST FLOOR54 314" AIR ;�)•"c�,CE, \� � � IL : � � 3/4" T46 05B � !� ¢y s 5UBFLOOR-GLUED ' •-t� °,,° , !, ' f;. ' ` RIM J015T PER FLR J015T MANUF. OPTION#1 SCREWED - RUN CONTINUOUS BETWEEN JOISTS PER PLAN FILL I"CAVITY AT FLOORS AND CEILING W/ ROOF TRU55 �REWALL MAY TERMINATE AT DE 5EGTION ION 4: `� � ' ' �1 �'Vr PLATES AT EXTERIOR `? j 6YP.BOARD OR MINERAL WOOL FIRE UNDERSIDE ROOF SHEATHING IF FIRE ~� WALL :, =`�;: (2) 2x4 P.T. 51H PLATE BLOCKING .063 U56 ALUMINUM RETARDANT TREATED 5HEATHIN6 15 J:;�POS t�Etks K :?�4 ?,�i F ESR`IL ' .„. >, } F.F.}` O � t 't INSTALLED FOR A DISTANCE OF 4'-0” O r. BREAKAWAY CLIPS ' ON BOTH 51DE5 OF FIREWALL 11 314" ;fir ( ) L05ED CELL SPRAY FOAM IN5UL = a i" IP r- - - R-13 G ., ANCHOR BOLTS(14 LONG+ W AIR '�t':�: AIR SFACE. . -•i �•.--� � . A[it SPACE. ALON6 IN51DE FACE OF FNO.WALL5-FULL HT ti✓t e 3" HOOK 8" MIN EMBEDMENT) OR xti OPTION#2 OR DRAPED BLANKET INSULATION ° _ r n 3::�::X�:: 9- ' ' i _ • `� . t�' ; d � ADHESIVE A G W/ CODE SECTION 106 6 EXCEPTION 4: !i;? ., WASHER PL e 24 OIG. v FIREWALLS MAY TERMINATE AT THE UNDERSIDE OF ROOF ; �•.,,, +,'.,+\i t ;/ ;/J;;' I (1)#4 HORIZ.REBAR NON-RATED 5HEATHIN6 PROVIDED THE ROOF 15 PROTECTED WITH () ' ' OF ROOF 5HEATHIN6 AND 15 SUPPORTED'BY 2 LED6ER5 i I #4 HORIZ.REBAR® MID ~� BA5EMENT 2 HR FIREWALL SEPERATION DETAIL 4 5/8"TYPE "x"GYPSUM BOARD DIRECTLY BENEATH THE UNDERSIDE p t+. :,h ..�•_ f %�' ; � , .w: .- "t HEIGHT OF WALL 5TORY `- o _ :' ATTACHED 0 \, , T THE SIDES OF ROOF FRAMING FOR A MINIMUM OF ' �} t SEE CLUSTER FOUNDATION P IREWALL.ALLOW NO t :. ;i It yeti .:.•• e _ N.T.S. PLANS FOR LOCATIONS DISTANCE OF 4-0 ON BOTH SIDES OF F k ^& ' ' 1 :: �� OPENINGS IN ROOF WITHIN 4'-0"OF FIREINALL EACH 51DE.MINIMUM . 1 12 FOUNDATION WALL ON 24 A2 TYPICAL BASEMENT SLAB U .7\ .''fir i 1\;y.''"' `'�• ' P.G.FOOTING *4"PG.51AB(N11N 2500 PSI CLA-%B ROOF 5HINISLE TO BE INSTALLED. Cn — s' .'' . .1, STG RATING � `- r r GONG •, �l1M1\ �:,\•� I 'r, „ 1 Z L•::-::.^.�"=�'1`�/'":t'J� { ?y; ` \\h 1. } f �,,. �+• o �,« �.006 MIL.POLYETHELEI� _ d VAPOR BARRIER U56 BROCHURE 5A100(FIRE RESISTANT OPTION#1 Cl) TAMP t FILL To 95%DENSITY A55EMBLIE5) CODE SECTION 1ob.b-EXCEPTION 4: *. r r' r .{ i .-.. `- -_ s �`� • �/' r e ,., e FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 r' t' : •; ``--+•i, : '\~*.� , !a t ( ' ,_;i� o e e PAGE 22 (AREA SEPARATION WALL H w. t, i i; , 5; {4• �`� : . /�: ! , , o ° . 5HEATHIN6 IF FIRE RETARDANT TREATED Z U a o SYSTEMS) SHEATHING 15 INSTALLED FOR A DISTANCE OF CODE SECTION 106.6-EXCEPTION 4: W +��,:�'t FIREWALL5 MAY TERMINATE' AT THE �, -1 \ 4'-0'ON BOTH SIDES OF FIREWALL Q_ UNDERSIDE OF ROOF NON-RATED 1 1'; •,� a o TEST#UL DE5 U341 44 4 ACOUSTICAL PERFORMANCE = 5T6 60 4a" Qg" PROTECTED PROVIDED THE "OOF 15 UO HORIZONTAL #4 o TEST#RAL-TL-88-350 GYPSUM BOARD DIRECTLY BENEATH O ° BASED ON 2x4 FRAME WITH MIN. 3' THE UNDERSIDE OF ROOF 5HEATHIN6 MINERAL WOOL BATT AT EACH SIDE AND IS SUPPORTED BY 2" LEDGERS ' XAATTACHED TO THE 51DE5 OF ROOF SEPARATION WALL: (Max Height - 66 ft) SECTION 1201.2 OF 2015 IBC- WALLS, FRAMING FOR A MINIMUM OF g PARTITIONS AND FLOOR/GEILINC ASSEMBLIES SEPARATING DWELLING 2' H STUD TRACK A 015TANCE OF 4'-0'ON BOTH SIDES I. Floor, Intermediate or Top Wall -- 2 in. wide channel shaped with I in. long legs formed from No. 25 M56 901V steel, secured with suitable 2 HR FIREWALL SEPERATION DETAIL I UNITS FROM EACH OTHER OR FROM G U K FOR SMOKE TI OPTION #2 SOF WITHIN.ALLOW OFrFOIREwALL66 IN fasteners, spaced 24 in. OG. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 PUBLIC OR SERVICE AREAS SHALL HAVE J I T ODER EACH 510E.MINIMUM GLA_% B ROOF 2. Metal Studs -- 5teel members formed from No. 25 M56 gals steel having "H" -shaped flanged spaced 24 in. OG; overall depth 2 in. and A 5TG OF 50 OR MORE. 2 TUD5 CONTINUED TO IDE ROOF 5E5® 24"O.G. 5HINGLE TO BE IN5TALLED flange width 1-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 0 of SHEATHING Q 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 TEST #RAL-TL-88-350; STC = 60 1" AI SPAGE EA. 510 0 into "H" -shaped studs. G6G INC, -- Typo %X. TYPICAL FRAME WALLS (2)PIECES 6.P.TOU6HROGK I" UNITED 5TATE5 6YP5UM GO -- lype 5LX UNRATED FIRE6UARO TYPE 'X' 5HAFTLINE-K GYP. BD. OR MINERAL U56 MEXICO 5 A DE G Y -- Type 5LX. WINDOW WATER PROOF BOARDS W/ WOOL FIRE BLOGKI FIBERC-LA55 FIN15H ON BOTH 5IOE5 PROTECTED WALL: (Bearing or Nonbearing Wall) AND ALUM ANASW IP6LE CLS OR IPS U� o 2 HOUR FIRE 5EPERATION I AIR SPA( co 4. Wood 5tud5 -- Nom 2 by 4 in. max spacing 24 in. OG. 5tuds cross braced at mid-height where necessary for clip attachment. Min 3/4 in. _ ' WALL SHOWN HATCHED DOUBLE H-STUD TRACK w separation between wood framing and fire separation wall. SCREWED BACK TO BACK 1065 HORIZONTAL GONTINJITYI 4A. Steel Studs -- (As, an alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 FIRE WALL5 SHALL BE GONTI1�1011� FROM DOUBLE H-5TUD TRACK SCREWED FILL I" CAVITY AT FLOORS AND N (0.032q in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 In. thi(k) gals steel or No. 20 M56 (0.033 in. thick) w EXTERIOR wALI ro EXTERIOR WAIL BACK TO BACK CEILING W/GYP. BOARD OR MINERAL „ WOOL FIRE BLOCKING primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel I AIR SPACE Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including UNRATED 2" H-STUD TRACK 5TG RATING the axial design load of the studs, Shall be o5 specified by the steel stud designer and/or producer, and shall meet the requirements of all WINDOW (2) PIECES 6.P. TOU6HROGK I" USG BROCHURE 5AI00 (FIRE RESISTANT CODE SECTION 1065 EXCEPTION #2 FIREGUARD TYPE 'X" 5HAFTLINER, 2x4 P.T. SILL PLATE 1- applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OG. 5tud5 attached to floor and Ceiling UNSPRINKLERED BUILDINGS: _ WATER PROOF BOARDS W/ A55EMBLIE5) Z tracks with 1/2 in. long Type 5-12 5teel screws on both sides of 5tud5 or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED FIBERGLASS,FIN15H ON BOTH 51DE5 GARAGE PACE 22 (AREA SEPARATION WALL W AI51 specifications. Top and bottom tracks shall Consist of steel members, min No. 20 M56 (0.032q in., min bare metal thickness) steel or min SHEATHING TO EXTEND 4'-0" ON CODE SECTION 106.5 EXCEPTION #3 AND EDGES UNEXCAVATED TYPICAL SYSTEMS) a- GARAGE SLAB TEST#UL DE5 0341 } BOTH SIDES OF FIREWALL AND BUILDINGS EQUIPPED W/NFPA 13 OR O m No. 20 656 (0.036 in. thick) gale steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between � steel studs and to adjacent assemblies such as a floor, ceiling, and/or other wails. Attached to floor and ceiling assemblies with steel OFFSET WALL NFPA 13R SPRINKLER: •4'P.G.SLAB(MIN.3500 PSI GONGS AGOU5TIGAL PERFORMANCE = 5TG 60 W w Y J 9 9 IRE RETARDANT TREATED SHEATHING I REINFORCED WITH 6x6,IO/10 KKM. > 1� U si; fasteners spaced not greater than 24 in. O.G. Studs cro55-braced with stud framing at midhei ht where necessary for clip attachment. Min 1: 1 ,: " d a ;p •TAMP t FILL TO 95%DENSITY TEST#RAL-TL-88-350 W w ,- p g g g y p 4-0MIN. 4-0MIN. AT FIREWALL END 8 WIDE x FULL (q#4 HORIZ.REBAR ° � E SLOPE GARAGE SLAB DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3" 0 c=i o 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. HEIGHT OF FIREWALL TOWARDS 6ARA6E DOOR MINERAL WOOL BATT AT EACH SIDE Z 45 5teel 5tud5 -- As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel 4 - SECTION 1201.2 OF 2015 IBG-WALL5, 4 shaped, fabricated from min 25M56 corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL 2 d _ �I PARTITIONS AND FLOOR/GEILING W in. OG. Studs to be. cut 3/S to 3/4 in. 1e55 than assemblyheight. To and bottom tracks shall be channel shaped, fabricated from min 25 M56 FW2 ° ASSEMBLIES SEPARATING DWELLING UNITS g p p N.T.S. OFF-SET EXTERIOR WALLS o FROM EACH OTHER OR FROM PUBLIC OR ❑ corro5lon-protected steel, min width to accommodate stud size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG e SERVICE AREAS SHALL HAVE A 5TG OF 50 w max. 5tud5 cross-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and a OR MORE. ,,� ed area separation wall. Finish rating has not been evaluated for Steel Studs. 2 HOUR FIRE SEPERATION (I)#4 HORiZ.REBAR® MID e d ° _ F PCD 5. sum Board -- Classified or Un( -- Min 1/2 in. thick, 4 ft wide, applied either horizontal) or vertically. sum board attached to TYPICAL FRAME HAL PRO1/IDED STG FSO w s Gyp pp y y Gyp HALL SHOWN HATCHED HEIGHT OF WALL STORY o i"(P ANCHOR BOLTS(14" v' m studs with 1-1/4 in. long steel drywall nails spaced & in. OG. Vertical -joints located over studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,8" MIN Z � til joint compound. Nail heads covered with oint compound. EMBEDMENT) OR ADHESIVE z I 1 Q p .� p ° NOTE: UL#336 EXCEEDS CURRENT FIRE CODE (� o o ai 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in, wide with 2 in. and 2-I/4 in. legs. Clips secured with Type 5 screws 3/S in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" ANCHORS W/3"X3"x ° STANDARDS AND REDUGE5 SOUND TRANSFER v� WASHER PL ® 24" 0/C. ;y T .. ...... .... "H" studs and with Type W screws 1-1/4 in. long to wood framing through holes, provided in Clip. UNRATED WINDOW5 P.G. FOOTING BETWEEN UNITS W G\ST RE 6A. Cliplacemont (Item 6) for separation walls, u to 23 ft high. ace clips a max of 10 ft OG vertical) between wood framingand "H" AND DOORS 4. studs. ti� y� 66. Glip placement (Item 6) for Separation walls, up to 44 ft high. Space clips a5 described in Item bA for upper 24 ft. Remaining wall area — d �2 m below requires clips spaced a max 5 ft OG vertically between wood framing and H studs. mm V L� — — ° 6G. Glip placement (Item 6) for separation walls up to 66 ft high: Space clips as described in Item bA for upper 24 ft. Space clips 05 ° described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically ° e " " 8" UNRATED SIDING (TYP) ° 4 ❑ '� between wood framing and H studs. 0 1. Non-Bearin Wall Partition Intersection -- (Optional) Two nominal 2 4 In. stud or nominal 2 b 6 in. stud nailed together with two Sin. Ion " 1 " HORIZONTAL#4 ° ° UNITS 59 wY � g P � y g 9 4-0 MIN. 4-0 MIN. o ............. . . . . . ................. IOd nails spaced 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 16 a JOB Nu i602 GODS SECTION1PED EXCEPTION #3 d ° lvIODEL D lin. OG. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13R SPRINKLER: CODE SECTION 106.5 EXCEPTION #2 ( 5 2 framed with a second 2 b 4 in. wood stud fastened with 3 in. lon IOd nails s aced a max. I6 in. OG. vertical) . Maximum one non-bearin wall " UNSPRINKLERED BUILDINGS: 1 3 y 9 P y g FIRE RETARDANT TREATED SHEATHING AT FIREWALL END 8 WIDE x FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" W partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. FULL HEIGHT OF FIREWALL ON BOTH SIDES OF FIREWALL 2 HR FIREWALL SEPERATION DETAIL @ GARAGE (_5� Q SHEET NUMBER st N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 (MODEL Bearing the UL Classification Mark � 60 2 HR FIREWALL SEPERATION DETAIL 3 Z _ USG AREA SEPARATION WALL SYSTEM UL# U336; B- 1 15 )Last Undated on 2010-10-21 F 'L N.T.S. AT FLUSH CONDITION 2 TEST#RAL-TL-88-350; STC = 60 WW COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED