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HomeMy WebLinkAbout42374-Z FF l/rCa�� Town of Southold 1/26/2020 0 P.O.Box 1179 53095 Main Rd ©y * yap- Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40285 Date: 3/27/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 8 Harvest Pointe Ln Unit 82, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-50 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/24/2018 pursuant to which Building Permit No. 42374 dated 2/14/2018 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, front and rear covered porches and attached two car garage as applied for. (Unit 82) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0136 1/22/2019 ELECTRICAL CERTIFICATE NO. 43274 1/9/2019 PLUMBERS CERTIFICATION DATED 3/15/2019 S fffQ,,Ik P lumn Cont, -U\\,�— A Aho * e Signature ��Q�goFFnt,r�oG TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42374 Date: 2%14/2018 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per SCHD & Planning approvals. (Unit 82, A-1 Unit) At premises located at: Harvest Pointe Ln Unit 82, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-50 Pursuant to application dated 1/24/2018 and approved by the Building Inspector. To expire on 8/16/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,133.20 CO -NEW DWELLING $50.00 Total: $2,183.20 it g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: ,A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. Tor existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and " pre-existing"land 1. Accurate survey of property showing all property lines,streets, building and unusual features. natural or topographicuses: 2., A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date. New Construction: A -Old or Pre-exisi g Building: (check one) Location of Property: 25 � �✓��� House No. treet Hamlet Owner or Owners of Property: tt rv�0,/ Suffolk County 1'ax Map No 100 , Section 1 0�'o / Block 01 Lot S division (t4.� r L CCo NjX) P-Uiled Map. 7 Lot: Permit No. (Q Date of Perm . i—`- Applicant: (�Y�irJ t/ Health Dept. Approval: 4eSj Underwriters Approval: 'Planning Board Approval: �Q Request for: Temporary Cert )Cate Final Certificate: ( eck on Fee Submitted: I L 4. ppli IS ure I . CONSENT TO INSPECTION n'l the undersigned,do(es)hereby state: j Owner(s)Na e(s) That the under i ed isree own�erp)Mofh57!ee nwthTnof Southold, located at Y- tt�-le i 1 Loa which is sh wn an designated on the Suffolk County Tax Map as District 100 , Section lock That the undersigned(has)(have) filed,or cause"to be filed,an application in the Southold Town Buildin lbA nsijctor's fficepfqr e f lowing 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: 1' ( i ature rl (Print N i (Signature) (Print Name) i pF SOU��®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ®C Southold,NY 11971-0959 ®�� a® roger.richert(a�town.southold.ny.us c®UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Rimor Development LLC Address: 8 Harvest Pointe Ln (unit-82) City: Cutchogue St: New York Zip: 11935 Budding Permit#: 43274 Section: 102.1 Block: 1 Lot: 50 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 55 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 4 Main Panel 150a A/C Condenser 1 Single Recpt 3 Recessed Fixtures 35 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt30a Emergency Fixtures Time Clocks Disconnect 150a Switches R46 Twist Lock Exit Fixtures TVSS Other Equipment- 2-combination smoke / co detectors, 3-bath fans, 9-ft plug mold, 30a-oven, 2-ARC fault circuit breakers,12-combination GFCI/ARC fault circuit breakers Notes. Inspector Signature: Date: January 9, 2019 81-Cert Electrical Compliance Form.xls asol Town Hall AnnexTelephone(631)765-1802 54375 Main Road M Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD /* M A R 1 5 2019 CERTIFICATION Date: Building Permit No. Owner: LL,C oe (Please print) Plumber: C6/\+Q-ctc*b (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (PlugiKers Signature) Sworn to before me this day of f111kM 20 1 C1 74 Ai M FIORITA io Notary Public,State of New York Reg,No.0IF16368364 Qualified in Suffol �w Notary Public, County Commission Expires - GRCH ARCHITECTURE PC 3750 EXPRESS ERNE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 January 22, 2019 Town of Southold Building Department y Iti 53095 Route 25 MAR 1 5 2019 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.82 Permit No.42374 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. Re ectfully s bmitted, �EREO A�'C,S, �\5 �06ERT Ch,� �J� C' Glen C eny,AIA, LEED AP Princi I '9 023510 O T�OF NE�y OE so /I o N O TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 IN -SPECTION [ZoFOUNDATION 1 ST- �� [ ] ROUGH PL13G. UNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c Un&A V VJ 1*wv AAJIO..o� �'D p(A)&N , 'S 56� %V ��07vn4 by"I Wa4u) DATE 1 INSPECTOR 64 TOWN OF • •. CO 0 INSPECTION FOUNDATION 'IST ROUGH FOUNDATION 2ND INSULATION / INSPECTIONFRAMING /STRAPPING F'INAL Alb FIREPLACE & CHIMNEY FIRE SAFETY FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION 9 ELECTRICAL (FINAL) CODE VIOLATION 6)wwx-*-lw Aulms so[&nt, cw�. 4cla.�J.. ,L&A -- A . 0© A4"a-- sweeevg ��i �.�► th Lt6):jjvwwk% \IJ '( 4 ► � 1 i ., ktfA �147� rq SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycouNr+,�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL T<Pi;(9) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: rU dA DATE INSPECTOR OF SO(/lyolo . TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1802 -7 INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� INSPECTOR 0 r SOF SOUK, N 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION IST [ ROUGH PLRG. [ ] F 1UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL EM ICS: f-y-ftPAIM � ��V`/?i`�' rJ a►�►PJ� ��S DATE INSPECTOR o�aOF 50Gjyo TOWN OF SOUTHOLD BUILDING DEPT. co765-1802 INSPECTION [ ] FOUNDATION 1STXINSULATION OUCH PLBG. //��FOUNDATION 2ND /f✓ [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: tvvi J -c ow �;h &V (9; c l Qr� �f v I nd Or v Pry. J �F.�a �✓ - � -1i s DATE INSPECTO ho��OF SO//lh°!o # TOWN OF SOUTHOLD BUILDING DEPT. cau765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION1� [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ '] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ `] CAULKING REMARKS: DATE 1 4 INSPECTORV =7 ��` ��f l.�a_ t-..... (� ' e 1 r'7C• c tit16� e �.�.in i!e r{���j Property HERS Al Holly Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2019-03-08 Rating Number: MC098 8 Harvest Pointe Ln Registry ID: 297550964 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 54 Efficient Home Comparison: 46 Better Heating 67.2 $1349 67% General Information Cooling 1.7 $68 3% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.0 $225 11% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 25.0 $352 17% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 106.0 $2010 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 118.00 CFM25. 2015 International Energy Conservation Code Ventilation System Exhaust Only: 100 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes 0 Building Shell Features �- Ceiling Flat R-37.7 Stab R-0.0 Edge, R-0.0 Under P mf: l' Sealed Attic NA Exposed Floor NA -� Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 = � Above Grade Walls R-21.0 Infiltration Rate Htg: 1957 Clg: 1957 CFM50 -- Fpundation Walls R-13.0 K Method Blower door t co t Q'1�,f1 �V1 i ,C)I G �T�= �� C("(lI� 7 Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Unit A F-77 Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 ' Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 2.32 Fax# r Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 10.00 Certified Energy Rater: R�M/Rate-Residentiai Energy Analysis and Rating Software vi 5.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 8 Harvest Pointe Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-03-08 Outdoors Temp During Test: 30 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain to notes) NOTES: eating System Primary: Yes❑✓ No❑ Type: Fumace ✓❑Boiler❑Heat PumpE[Other n t a Veniinzrype 3 = Drtt t' Sin Ilase S"illa e- CO 'CO, Efficiency Fuel Tyne` , d ------ Circle-T a (Pascal), ors-Case atural orst Case atural Rating:95.0 N❑✓ P❑OQE[] NQ',DMU S_o NSA Pa. Pass❑✓ Fail E] PassRIFail❑ NSA PPM NIA Ppm Yes ❑✓ Tie: Standard Tank ✓❑Indirect Tankless ❑ Size: 75 0 Style Common Vent El Water Heater Primary: No Instantaneous Commercial�SeeNote S below (Gallons) 4 ❑ .LLI ) ) Stand Alone Q✓ s z Venting Tyne 3 Drat Spillage, SnillaQef(Natural), CO E iciene i Fuel Tvne (Circle T e -- _ yp_) ,(Pascal) - ,(Worse.Gase), (Worse co,ase) (Natural) EF: 0.69 NRIP00❑EE1 N❑M[✓ SL] N/A Pa. Pass[DFail❑ Pass❑✓_FailEl NIA PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No❑✓ L Oven CO 8 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: kx_�4&1 Date: 2019-03-08 t r� Load Short Form Job: wrightsofto Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC r' 1648-A Locust Ave,Bohemia,NY 11716 r • - • • For: 8 Harvest Pointe 'Lane, Cutchogue, NY 11935 ® - • • Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1422 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIP NT MAR 1 5 2019 as Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 0 :7; T 1-71 AHRI ref Coll r AHRI ref Efficiency 92AFUE Efficiency 12 8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0 021 cfm/Btuh Air flow factor 0 047 cfm/Btuh Static pressure 060 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 083 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed !! Aigiiht soft- 2019-Jan-04 16 43 43 Right-Suite@ Universal 2018 18 0 32 RSU20066 Pagel ACCR Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W Manual S Compliance Report Job: - wrightsoft° Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project Information For- 8 or8 Harvest Pointe Lane, Cutchogue, NY 11935 • • emipme- Design Conditions Outdoor design DB 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76 0°F Outdoor design WB 71 0°F Latent gain 3500 Btuh Entering coil WB- 63 5°F Indoor design DB 75.0°F Total gain 21082 Btuh Indoor RH- 50% Estimated airflow 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type Split AC Manufacturer Generic Model SEER 16 0 Actual airflow 800 cfm Sensible capacity 16800 Btuh 96%of load Latent capacity- 7200 Btuh 206%of load Total capacity. 24000 Btuh 114%of load SHR 70% Design Conditions Outdoor design DB 10 0°F Heat loss 46217 Btuh Entering cod DB 63.1°F Indoor design DB 68 0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type Gas furnace Manufacturer. Generic Model AFUE 92 Actual airflow 875 cfm Output capacity. 48000 Btuh 104%of load Temp. rise 50 °F Meets all requirements of ACCA Manual S wrightsoft, 2019-Jan-04 16 43 43 {~ MdoP1�6Au.H<­.­1 Right-Smte®Universal 2018 18 0 32 RSU20066 Page 1 �^^A /�1rm Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip @ 088 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2019-Jan-04 16 43 43 s+- n.tlra•ra r,Mi a e� Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 ACCK Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W ect SummaPro Jab: -�- WrightsoftW � � Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 8 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: ® - • • e Weather: Suffolk Co Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 'F Inside db 68 'F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999. Btuh Ducts 776 Btuh Central vent(68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 088 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/ 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(ft ) 3788 3788 Equipment latent load 3500 Btuh Volume(ft') 28430 28430 Air changes/hour 032 014 Equipment Total Load(Sen+Lat) 18972 Btuh Equiv AVF(cfm) 150 66 Req total capacity at 0 70 SHR 18 ton Heating Equipment Summary Cooling,Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12 8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0 047 cfm/Btuh Static pressure 060 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed Wright:stift, 2019-Jan-04 16 43 43 Right-Suite®Universal 2018 18 0 32 RSU20066 Pagel xck Model A1'MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W N Second Floor Bed 3 81 cfm ri 129 cfm 30 cfm Loft 5 ,6x 16 p Poser Ret Riser 28 cfm 46 x 16 10' 2 Stair Up Job#: Energy Testing Services LLC Scale 1 106 Performed by Energy Testing Services L... Page 1 8 Harvest Pointe Lane Bohemia, Locust 71 R�gh18 0 3322 RSU20066 uite@)Universal 018 Cutchogue,NY 11935 Bohemia,NY 11716 2019-Jan-04 16 43 59 SD\Rimor Model Al MAN JSD JA rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star Orn Continuous Use Timer Breakfast Area 01 dm 1\51 cfm I\82 cfm 0\82 fm Master Bath Master Bed �99 cfm cfm tGtchen Living Room Hall S ®er WIC 1 L 134 cf cm J7� fm WIC 2 K12 J%Ih 1 7 cfm Stair Foyer Bed 2 Garage L 91 dm 8, Job#: Scale 1 106 Performed by Energy Testing Services L... Energy Testing Services LLC Page 1648-A Locust Ave Right-Sude®Universal 2018 8 Harvest Pointe Lane Bohemia,NY 11716 18 0 32 RSU20066 Cutchogue,NY 11935 2019-Jan-04 16 43 59 SD\Rimor Model Al MAN JSD JA rup N Basement Make up air 68 \r-c nn i Skuttle Model 2161 262 cfm 6" 9„ 6" 14" 6" 8" 8" x 16 10' — — — — - - 10�, 9„36x1 6' 5" 90,E 4" 4„ Base ant 26' 8" up Riser Ret Riser 101, 4x16 10" 9" 87 cfm 87 cfm 187 cfm ri Job#: Energy Testing Services LLC Scale 1 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Sude@ Universal 2018 8 Harvest Pointe Lane Bohemia,NY 11716 18 0 32 RSU20066 Cutchogue,NY 11935 2019-Jan-04 16 43 59 SD\Rimor Model Al MFW JSD JA rup Duct System Summary Job: - wrightsoft' Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For 8 Harvest Pointe Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0 59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0 01 in H2O Supply/return available pressure 0007/0003 in H20 , 0007/0003 in H2O Lowest friction rate 0 001 in/100ft 0 001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length(TEL) 679 ft • • ® - • Design Htg Clg Design Diam H x W Duct Actual Ftg Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat[ Ln(ft) Ln(ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 easement-A h 3482 87 8 0 004 8 0 Ox 0 MtFx 23.8 1600 st2 Basement-B h 3482 87 8 0 003 116 16x 4 ShMt 48 5 2250 st2 Bath 1 h 474 12 5 0 006 40 Ox 0 MtFx 16 0 95.0 Bath 2 h 1098 28 18 0 002 5.0 Ox 0 MtFx 66 5 4000 st8 Bed 2 c 1618 86 91 0 006 9 0 Ox 0 MtFx 31.5 95.0 Bed 3 C 1428 66 81 0 001 8 0 Ox 0 MtFx 76.3 400 0 st7 Breakfast Area c 1781 99 101 0 003 9 0 Ox 0 MtFx 16 8 2250 st2 Foyer C 2655 102 150 0 003 100 Ox 0 MtFx 43 8 2050 st2 Kitchen C 1755 42 99 0 007 9 0 Ox 0 MtFx 2 3 95 0 Laundry C '609 20 34 0 002 5 0 Ox 0 MtFx 48.8 3150 st2A Living Room c 1455 72 82 0 002 8 0 Ox 0 MtFx 25.8 325.0 st2A Living Room-A C 1455 72 82 0 003 8 0 Ox 0 MtFx 15 5 215.0 st2 Loft c' 539 26 30 0 001 5 0 Ox 0 MtFx 68 0 4100 st7 Master Bath C 894 34 51 0 002 6 0 Ox 0 MtFx 38.3 325 0 st2A Master Bed C 932 51 53 0 002 6.0 Ox 0 MtFx 53.0 2950 st5A Master Bed-A C 932 51 53 0 002 6.0 Ox 0 MtFx 52 8 3000 st5 Wlc 1 h 625 16 4 0 002 4 0 Ox 0 MtFx 58 8 3250 st5 WIC 2 h 485 12 2 0 002 4 0 Ox 0 MtFx 56.0 2900 st5 Bold/italic values have been manually overridden i Wrig1Ytsoft- 2019-Jan-04 16 43 43 Right-SwteO Universal 2018 18 0 32 RSU20066 Page 1 /�iC� Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W Supply Detail'Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0 001 236 100 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0 002 238 100 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0 002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0 001 206 299 16 x 36 ShtMetl st2A Peak AVF 375 407 0 001 204 230 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0 001 167 142 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0 002 41 8.4 16 x 6 ShtMetl st6 Return Branch Detail Ta-ble 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 rb3 Ox 0 669 807 2010 0 001 219 260 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0 001 236 100 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0 004 245 140 Ox 0 MtFx i Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 788. 936 0 001 219 280 0 x 0 ShtMetl rt2A Peak AVF 119 129 0 001 236 100 0 x 0 ShtMetl rt2 wrightsof - 2019-Jan-04 16 43 43 ,,—iP,,,.M Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 k6k Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W + 4 Manual S Compliance Report Job. Wrightsoft'a Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Pridid6lAt&m6. • For 8 Harvest Pointe Lane, Cutchogue, NY 11935 �= - Design Conditions Outdoor design DB 83 0°F Sensible gain 17582 Btuh Entering coil DB 76 0°F Outdoor design WB 71 0°F Latent gain 3500 Btuh Entering coil WB 63 5oF Indoor design DB- 75 0°F Total gain- 21082 Btuh Indoor RH 50% Estimated airflow 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype SplitAC Manufacturer Generic Model SEER 16 0 Actual airflow 800 cfm Sensible capacity 16800 Btuh 96%of load Latent capacity 7200 Btuh 206%of load Total capacity 24000 Btuh 114%of load SHR 70% Design Conditions Outdoor design DB 10 0°F Heat loss 46217 Btuh Entering coil DB 63 VF Indoor design DB 68 0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type Gas furnace Manufacturer Generic Model AFUE 92 Actual airflow 875 cfm Output capacity. 48000 Btuh 104%of load Temp rise 50 °F Meets all requirements of ACCA Manual S --lr-wrights®ft�, 2019-Jan-04 16 43 43 "�"�� AMitaPl&.6A��Wtlmopa, Right-Sude®Universal 2018 18 0 32 RSU20066 Pae 1 Ptvvtl Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W zffff MECHANICAL CORPORATION HEATING AND AIR CONDITIONING nD IIJ J MAR 1 5 2019 March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia. NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 ,"'W ,kqf•,�"h""�.'+ VRCH ARCHITECTUREC MITECTURE PC $h.'til�: .)1;. 4 __11;; 3":, k,4<. e,�"`u' E '.z�.b A4'i'"•, y '".f. 5 .,}'4 F T T 4.. ",5;; '� .h,iEi:�K' SSP=g,.;.. °�, by,:Anv°; S.aYii �'�ft 7 ,�'P.ate•' �"4 nJLiYC1i4 3750 EXPRESS DRIVE SOUTH i ir" ft'�:iS� 1+'d "� _:.r;;+} r; „k; y�N�t``�."r5;,✓"chf:C:;''`ix^'�'j"i�tr2s�`� SUITE 202 tF'v.:r ISLANDIA� NY 11745 WWW.GRCHARCHITECTURE COM (631)864-3395 November 14, 2018 ® - Y_i:, F7 Town of Southold Building Department IAA 1 5 2019 53095 Route 25 PO Box 1179 ;";�.# T-, ; T. Southold NY 11971 4•_,r ;� •., 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 Wali Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/Installed: "Ecotouch Flame Spread 25 Fiberglass insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu I;submi ed, 4SRED ARC CO ` Cgzsv CyXfiC� Glen Cherve• y IA, Ll AP Principal OR '9 02381Q Q� T�OF N�`�`l GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDiA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 March 14, 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold,NY 11971 Lj Attn. Michael Verit ,y MAR 1 5 2019 Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York D Unit 82 - permit#42374, Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. Res ctfully bmitted, D ARc \'2� 6SRT 0 C/y C' 'e A s Glen erveny, AIA, LEED AP Print' al 02381r�J OF N APPLICANT S.C.T.M.* 1000 =HT `ry T��sP.�Tpy (Property Owner,Design Professional,Agent,Contractor,Otber) D,- NQS fi• CHAPTER ER 236 NAME_ 4e1Ay_,( A tea Section lock Lot � � STORIVIWATER - DRAINAGE Date: 3 18 rl INSPECTION REPORT FOIL COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA DESCRIPTION Of SITE WORK TO DE COMPLETED C YES; NO NA Submit Documentation for Compliance to the Engineermg Department for Review&Approval. a. Maintenance of-Erosion&Sediment Controls b. Limits of Clearing&Area of Proposed Land Disturbance. ��_�; All�S�" (:)t " '['' O�IT f c. Condition of Stockpiled Soils. n _ d. Verification of Size&Depth of Leaching Pools � � � D�tY�WPi'� ,r i�16J - 0 e. Verification of Drain,Pipe Installation/Concrete Paging. f. Driveway Installation within the Town ROW-Highway Specifications - - d�/ g. h final Site Grading-Effect on Adjacent Property h Inspection of Gutter&Leader System-Drainage iping {_ ITP �� m - INA i. Instalation of proposed Swimming PooFand.discharge ring. j.. Inspect ion of Construction Entrance/Staging Area(s). [� k. Location of ""ro sed concrete washout area(s). t A'Finnl histncti€n ld icrrt must In&urn Ictal prier to Fasuaancc:€.f ce: tiricvte cif t ccuc%srtcv. The applicant I s tliiee o.ti �ftir a�rtific"stiot't izAasrYus=.e (tt iali�tr�t * OPTION*:•is Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Reglsteted Design Professional Licensed Lfhe Stateork + OPTION*:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainageirfg. 5 2019 OPTION':a- Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION*:I. OPTION*:2 - Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing pJaceliient y s &Sealed by a Registered Design Professional Licensed in the State of New York, of all drainage structures with appropriate background indicating location "'Y 1rJD 1 Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. i TOS Review NOTES: TOS Review NOTES: Atm A9 d� L- S W , i ****FOR ENGINEERING . 4-PART111ENT ONLY�*** Additional Work is Required for Approval. Reviewed& SMCP Installation is Not Complete. (See Notes Above) ApprovedBy. - - - — — — — — — — — — — — — — — — — — — — — — Stormwater Management Plan Installation has been Date: �6Inspection*: _ Completed & Approved by the Engineering Department. FORM * SWCP Inspection Report Form-TOS October 2014 ,'�'� � Rl°�� UN 6T a0td LS/ i OFFICELOCATION: MAILING ADDRESS: Town Hall Annex �QF S0 P.O. Box 1179 54375 State Route 25 �pOl0 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold,NY www.southoldtownny-gov COUNT`(, 1 PLANNING BOARD OFFICE TOWN OF SOUTHOLD '�! 1 t March 12, 2019 't MAR 1 2 2019 Mr. HenryAlia Rimor Development LLC '' *ID P.O. Box 908 Cutchogue, NY .11935 - Re: _ Approved_Residential-Site Plan The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue SCTM#1000-102-1-33.3 Dear Mr. Alia: The Planning Board has found that the requirements for Units # 19-22,77-82, 123 & 124,of the above-referenced Residential Site Plan have been completed based on submitted materials and the site inspection made March 1, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these twelve (12) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking-of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. This letter does not condone any'changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. y ' Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager 1 • • • COMUMNTS , FOUNDATION (1ST) 197 Ml� ► m, ► 04 ��1lrr .. ► .� WOMEN • • PLUMBING �r INSULATION •ER ENERGYZW17 1, ,_ STATE _ 11 T l f�^...� W _ iT�iL�l.�jl , - MA t - TOWN OF SOUTHOLD BUILDING.PEFMIT APPLICATION CHECKLIST BUILDING DEPARTMENT -' ' Db 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) 765-950222 Suryey Southoldtowriny.gov •PERMIT-,NO:- _ J� Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Q Flood Permit Examined ,20�p Single&Separate -Truss Identification Form Storm-Water Assessment Form Contact: /� Q Approved ,20� Mail to: Disapproved a/c Phone: "a7 0 Expir Jul 120 B ' in pector 0 C 2017 ,_."APPLICATION FORbUIJ LDING PERMIT �y BZ1°-.:..'��'�IG:�R,, .�� Date _ 20 T OF SOUrHOLD -INSTRUCTIONS -A, a.This application MUST be completely filled in by typewriter or in ink and-submitted to the Building Inspector with 4 sets of plans,accurate plot plan-to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,rela'tionship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.-Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection-throughout the work. e.No building shall be occupied or used.in whole-or-in part for any purpose what so ever until the Building Inspector "issues a Certificate of Occupancy. f. Every building permit shall expire if the work-authorized has not commenced-within 12 months after the date of issuance-or has not been completed within-l8 months from such date.If no zoning amendments or,other regulations affecting the property-have been enacted in the interim,the Building-Inspector may authorizeJfi writing;the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building-Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of.Southold,-Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings;additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises-and in building for necessary inspections. (Signature of applicant orame,if a corporation) (�: (Mailing address of applican State whether applicant is owner, lessee, agent_, architect,engineer;-general contractor;electrician, plumber or builder b u's n ey Name of owner of premises 1 moo' LL. -C (As.on thd tax roll oxlates_t deed) If applicant is a corp ation,signat re of dul aurorized office Vol (Name and title of cor rate officer Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. I. Lo a iop f and o ich pro os wo k-wi be done: House Number Street , -Hamlet County Tax Map No. 1000 Section b T8 B16ck-`= '�" Lot- q71 Cubd'ivision `l\SV ��i � Filed Ma No. Lot - 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Q b. Intended use and occupancy Ct_rltdo 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 2 4. Estimated Cost 3 0 b l <)00" c c) Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units r Number of dwelling units on each floor If garage, number of cars IffCey/ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front Rear Depth Height Number of Stories --i � i Dimensions of same structure with alterations or additions: FrontT ;, Rear Depth Height Number of 8fdne—s' 8. Dimensions of entre nw construction: Front ear �7 �- Depth Height �� Number of Stories bzseA 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 s el 13. Will lot be re-graded? YES F/ NO Will excess fill be removed from premises? YES NO koVKo� tw�6 t P o p box q1 o 14. Names of Owner of premises -1--C- � Address (21 -Tc /4`Phone No. �� Name of Architect t �' Address - --t Q W Phone No 1 3 9,� Name of Contractor gCLsn0 66J kzi-' Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? "YES NC-- y IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE IRED. b. Is this property within 300 feet of a tidal wetland? * YES NO L/ 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 any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions wit respect to(this property? * ES L/ NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF t4- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signin contract)above named, (S)He is the (Contractor,Age t, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _ da of _ 20 1 Y �ONNIE D.BUNCH � Notary Public,State of Nov York P No.01 BU6186050 i fotary Public ed in Suffolk C Signat e f A plicant Commission Expires April 14,2� j OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *QF SO(/jy P.O.Box 1179 54375 State Route 25 �0� Ol0 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 c� www.southoldtowuny.gov G • �Q COU�,�� PLANNING BOARD OFFICE TOWN OF SOUTHOLD D 1' ! � D FEB _ 72018 MEMORANDUM , TOWN-OF SObTnOLD To: Michael Verity, Chief Building Inspector From: Donald J. Wilcenski, Planning Board Chairman Date: February 7, 2018' Re: Harvest Pointe (The Heritage at Cutchogue) Elevations/Site Plan The Planning Board reviewed their approval of this project and has determined that, for Phase IA, all the units beginning with "B" (B, B1, 132), are interchangeable with what is shown on the site plan, i.e. a B unit shown on the site plan can be replaced by a 131 or 132 unit and vice versa. They also determined that the units beginning with "A" can also be interchangeable, so anywhere an "A" unit is shown, could be replaced by Al unit instead, at the discretion of the applicant, The Planning Board will reassess this prior to r� the beginning of Phase 2. In addition, the changes as shown on the architectural drawings submitted on February 5, 2018 for units 25, 26, 77-82, 123, 124 are also approved by the Planning Board. Enclosed please find an original set with the approval stamp of the Planning Board. ILDING DEPARTMENT- Electrical Inspector yo TOWN OF SOUTHOLD ~' MAY 2 5 2018Town Hall Annex - 54375 Main Road - PO Box 1179 ® Southold, New York 11971-0959 �:f-T.Telephone (631) 765-1802 - FAX (631) 765-9502 1 OWN OF SOUTHOLD roger.richert(cDtown.southold.ny.us ,APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: -. .. - d- �_ .� Date: .8 - - Company Name: T-k ` Name: License No.: '�t�� �[�� email: G 1 Address: ,o - Ax '` e_ H /! Phone No.: �� 4 S74 1 JOB SITE INFORMATION: (All Information Required) Name: P 6 2P �d Address: o t .c_ g2 Cross'Street: "< _ Phone No.: 78 6;ZZ6 Bldg.Permit#: 7V email: 2 410 Tax Map District: 1000 Section: /04 Block: 00 Lot: � BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: Y / NO Rough In Final ,Do you need a Temp Certificate?: ES NO ssue On Temp Information: (All information required) =S�'ervi 1 Ph 3 Ph Size: KV A # Meters ® Old Meter# - FireReconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Lateral3C H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xls EN - . = e (i9 X2.6, �Y .„_. •__..._�_-- n NYw IR r F « ' ,��,,-.�"�,' ►� Q? ! -tom��.� ��as;: 1� 2 ^ R7—XR R7-1 E:Y z P N 4cAr �r-�'xy��iN` I p - `;'��:,,�+y, •mss_-'«�c"sa_'.; v�kSe by Y'ic . LA PROPOSED >_�`��.-`,�- -`'•=;r��. COVERED 14' x 20' PATIO (TYP.) _ 8_3X "p r. , X PROPOSED NATURE TRAIL (PERVIOUS PAVERS) fw M } PROPOSED COVEREDR7—XR p� 15' x 20' R1-1 A = u• " s ' r' PA110 (TYP.) STRIPE Mew CROSSi _ `^ W �r $. Typ PROPOSED ;Mks :sa - r• 50' BUFF R 15' x 20' '_��.�=' t ��A FLUSH BBC - ' BREEZEWAY ( ) (TYP.) TYPE B—D Q, RAMP =`',. w R7—XL (Tl'P.) R7—XR •y 3 � : =' N37'13'30"W P' BELGI JM BLOCK CURB TYP. (SEE ETAIL) IR7—XLq= , yp A n 1 4 • az P R7—XR < ss x _ .- >; �::-sem- d• s O I LL. L. .t Lo ��P r I '1IPE SHALL BE' 15" CPP WITH A SLOPE OF 0% ,S FOLLOW UNLESS OTHERWISE NOTED: STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED ' )NNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. = F BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A ' BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED } 1% IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. L BE C900 BLUE BRUTE DR-18 PRESSURE PIPING STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH kL. WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. :R SERVICE CONNECTIONS TO BE 1". 0 COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH F OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ;EWER/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. 4 MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING D WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND !, D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC • PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE E 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 =R/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, , BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER I CONTRACTOR SHALL ENSURE ALL CROSSING SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT ET DURING CONSTRUCTION. LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF ES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. i G INSTALLED UNDERGROUND. 1 Y t Habitable Garage Area Harvest Pointe at Unit Numbers Area (SF) (SF) Total (SF) 77-124 1,999 486 2,485 Cutchogue 1,3,8,10,12,14, 21,23,26,27,29, Cutchogue, New York 1,33,36,39,41,45 1,599 363 1,962 Town of Southold 6,47,49,50,52,54, •,_58, 59,68, 72, 76 _ No. Revision Date Appvd. 13 TOWN/SCDHS REVISIONS 7/28/17 2,5,6,9,11,13, AVL - � 19,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL 5,28,30,32,35,381 1599 363 1,962 11 SCDH.REVISIONS 4/22/17 AVL 0,42;44;48,51,53; _ _7,60,62,64,66,70,_ 10 REVISED PHASING PLAN PER TOWN'-" 4/6/17 AVL 73,74,75 -- - 9 TOWN REVISIONS `-- ___ 3/27/17- "` AVL--` 8 SCDH REVISIONS 3/9/17 AVL 4734374355 77 1599 380 Designed bye '" - n ,:,checked:6y: :F :u:. y..,�;M�,,.� 6 6 7 69 71 _ ,., .. •mr., rsaa°r``° Y• ;. >. .: ' 1, 3, 5,6 , T:.. .... is - k:f r nuc.:-.*:..-. - a:•'+'?�sr. .,^.,i`�,-,'r lii: -i- '%5=;: -,.ems...`.^..": r� <'.�,.+ x'. - 15,16,17,18 1,999 408 2,407 Issued for Date July 10, 2015 N/A 6,188 N/A 6,188 SCTM,: 1000-102-01-33.3Drawing Title � SC®HSApproval Overall SUFF€9Lft'OU1M DEPA 3TmEW OF HEkXH SERVICES -Utility Plan" BERM FOR APPROVAL OF CONSTRUCMMS TOR A EMMA FAMILY RESIDENCE CNLV DATE 91 d^ a -7 J . . APPROVED—&66� Drawing Number i MR MMWUM OF MS pF NEt� I•. P 1 FgRES THREE YEARS FROM DATE OF APPROVAL %_0 V. ® =4* cc +rs m , Sheet of 9 28 v 9�FESSI&, I Project Number 29305.00 j SC®HS Reference # C10-06-0013 I U� i4- 9 E� L/a3-7 y ` NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE I NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 'i PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION - IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 'aa I PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE $3 ALTERING ENGINEER ORLAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION ° T 7�, I COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 6 A O � SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY A�O .OT�° Gv�, �3 f NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS �O° '3tk� °G 9� 82 s OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED °tel� ) PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 1, PREPARED Q CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES. �� •� I, CONDITIONS. THAINIOVISBLE PERMAION.TREES,PATHS,NENT STRUCTURES DEBRIS OR ANY OTHER CONDITIONS o ` OTHER f� t7�s ��� COPYRIGHTO NELSON&POPE.ENGINEERS AND SURVEYORS ALL RIGHTS 'O RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 7. O. 3/ PERMISSION OF THE SURVEYOR THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER •0 �6. >\1 )� PURPOSE oo G GA 0. G G 0�ti �L °b° 2'I 's 2 ° ° -� o �o so 0 4% °4�� OF NEW Y �yDpNVID peco ro'p`F C9 Ly z r oO a 6.056 � S � N 65°26'53"W 2 0 �� LANG 5 4.57' mss° ��° 02-23-2018 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY FOR UNITS 81-82 UNIT DESIGNATION MAP OF j HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 / SITUATED AT CUTCF OGUE �� �^\ �l TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK I 1 �ok\ S C.T.M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 49,&50 ®� P�� ; ; - NELSON & POPE M ���� AR m 6 2018 � ) ENGINEERS & SURVEYOR 572 WALT WHITMAN ROAb,MELVILLE,N.Y. 1174 ��' PHONE(631)427-5664 FAX(631)427-5620 � u- HDE"F", WWW.NELSONPOPE.COM TOWN OF SOUTHOLD INDIVIDUALSURVEYS DRAWN BY: NP CADD No.: 00026 IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 1"=30' DATE: 02-2348 PROJECT NO.: 00026 ' JI NOTES: V 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, Tw- PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 2. ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY SEAL ORE BOSSED SEAL SHALL NOP NOT T BE CONSIDERED TO BING THE LAND SURVEYORS VAUDLTRUE UE COPY 20! i TD , 9s NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 5 1rpT T ���- ✓° 5 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE C� g •", O T r�� \ �c5\\ CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, ,P� ) ,A SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS (r ' 3d0 G�l��cr9 d' �G�\�\AQ. OTHER THAN VISIBLE PERMANENT STRUCTURES cp T3 O A� cD COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS - RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, O F \ O RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED \ O\' IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN �a GOOD PERMISSION OF THE SURVEYOR 1 o 'g bko of- CSS N °°y 0 � + c� G ��Fti'Ay 'o. , AO ao,'moo "°2 -` OCT 2 1 2019 �j� n� wo o .-, g����� 9- � N 65°26'53"WOo+ < I w : Ca a 2 e 4.57 �bl° 44 ti ° 02-23-2018 FOUNDATION LOCATION FINAL SURVEY FOR 167.99'(ACTUAL) co 1105-2018 E.PANELL R°YUTILITIES UNITS 81-82 UNIT DESIGNATION MAP OF ELOCATED HARVEST POINTE CONDOMINIUM 1 S52°55'20"1N 11-14-2018 FINALDRAINAGE FINAL S SURRVEY R=275.00' 01-15-2019 UPDATE DRIVE INFO FILE NO.:471 FILED January 09, 2018 SITUATED AT L=77.85' C UTCHOG U E N W I TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK CO "t I o S C.T M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 49&50 S 400 52,38„ E ° 25.43' co N ti Irn TOWN I — d NELSON & POPE h S52°55'20"W r-'- co SOUTHOLD ` ENGINEERS & SURVEYORS 19.37' 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM Z W � u- LL � DRAWN BY., NP CADD No.:INDIVIDUALSURVEYS SCALE: _ 00026 I RSCHOOL HOUSE LANE CHECKED BY: PE FILE NO.: c 1"=30' SHEET NO.: 'I OF 1 DATE: 02-23-18 PROJECT NO.: 00026 . I. 7' O �c�6 All- NOTES- AY (A �ao THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE ,p PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE �q' s2• /�]� NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS.POOLS, \ �AS 292E O J j. •�!!r� PLANTING AREAS.ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION ''9• '_C• IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145• v'S 0 O ci,2 PROFESSIONAL ENGINEERING AND LAND SURVEYING.SECTION 7209•FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED \ O L X57 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN REM IN ANYWAY IF cis s AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIXTO THE ITEM HIS SEAL AND \ Ly •2 72LA \ THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 3� •,y2 s E� ALTERATION.AND A SPECIFIC DESCRIPTION OFTHE ALTERATION G \^2Y COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED !y rfr� p SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY c� cP s LG O ,c\ ,�.(• NO PHYSICAL EASEMENTS N PROPERTY UNLESS NOTED.RECORDED EASEMENTS ® Q. '\y /�0 �'P�� ,y5� OR RIGHT OF WAYS,IF ANY,,NOT SHOWN ARE NOT CERTIFIED GO �\ ee O\ ^„�0 r�: \ UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED AS TO ACCURACY.EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE �CGS�\\•• ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN \ e J• >T•a �(\�J ^b ) GFL f1 \ PLAN DATED 7121118 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED Goo <� !G� 7) 8 'S pJ C�\� TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS\� oo P� A� �' Q s THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. zo, CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR 0�, , ry5 ) FURTHER DESIGN Ly N�,6 Ci9 �/ GO�QJ 8�y.p; tr�j2L� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 'A 9L iQ CS /O, •pA CONDITIONS IF ANY.INCLUDING BUT NOT LIMITED TO WETLANDS.WATER COURSES. O y`A SOIL CONDITIONS,VEGETATION,TREES.PATHS,DEBRIS ORANY OTHER CONDITIONS 7 �� �• O OTHER THAN VISIBLE PERMANENT STRUCTURES Gyo �'P`�CSrLOry •>T b COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, �• RECORDING OR BY ANY OTHER MEANS.OR STORED.PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 5'C• \ V3 E , PERMISSION OF THE SURVEYOR. �� \\ ��O �`• \� ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT CG)9 \ C s/.Q� , O\\ SHOWN 'Li (C j91p_� �9 \ G .C\ )�� ALL SANITARY PIPING 4'SDR-35,TYPICAL GOo+ �a����o � > LU tp ` S `a PO > (/) IL �? 'ci 9L '/�f� \\\� P� 1„ WATER 0 en c O /�� SERVICE qk Lu 0 Qc IN OF Co Lu x 3 U o Ca G111 DAVjoAfc` _L7 { \ J` ui MAR 152019 - I D \ \ ocj m 2 v� {C f3to _� S=L mo n \ d \\ G�tP '.. ^�' 1v r'y '�•-•.. TlD SO �" 02-23-2018 FOUNDATION LOCATION SAINTARY AS—CONSTRUCTED SURVEY FOR ° 014 n 09-18-2018 SANITARY AS-BUILT CL `� O UNITS 81-82 UNIT DESIGNATION MAP OF 11-05-2018 CONTROL MODULE, i7 ® E.PANEL,DRY UTILITIES HARVEST POINTE CONDOMINIUM 1 UL &DRAINAGE LOCATED vp :` SANITARY SYSTEM AS-BUILT TABLE 1z-o3-2o1a SANITARY SYSTEM REV FILE NO.:471 FILED January 09, 2018 ,.-, SITUATED AT STRUCTURE NAME I TIE A I TIE B TIE C m 201911-14-2018 DRIVEWAY INFO CUTCHOGUE UNITS#81-82 12-06-2018 LOCATE ELEC.&GAS TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ST-1 13.3' 17.6' SUFF.G®;HEAL. SERVICES S C.T M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 49&50 ST-2 14.7' 22.7' 12-19-2018 REVISED EFF.DEPTH AND HABITABLE AREA NELSON & POPE LP 63.4' 34.8' ' REVISED HEALTH ENGINEERS & SURVEYORS 01-09-2019 DEPARTMENTREFERENCE 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S NUMBERSANDARENS - PHONE(631)427-5665 FAX(631)427-5620 WWW.NELsoNPOPE.COM UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA - JB CADD No.; 00026 1 INDIVIDUALSSCALE: 81 R10-17-0135 1,999 S.F. 486 S.F. 2,x•85 S.F. DRAWN BY: oo9z6 I 82 R10-17-0136 1,999 S.F. 486 S.F 2,485 S.F. CHECKED BY: PE FILE NO.: 1"=30' c SHEET NO.: 1 OF 'I i DATE: 02-23-18 PROJECT NO.: 00026 � o yPLUNIBER(u n CERTIFICATION DN,`LEAD 'CONTENT BEFC'°i CERTIFICATE,OF OCCUPY.,",' SOLDER USED IN KIATl= ED AS NOTED SUPPL -SYSTEM CANIVG-TDATE:,APPR,PO l B.P.# o� 7 6 -' d OF 1% LEAU. b -r'" 4375 FEE: ;a&-7/,&b BY: NOTIFY BUILDING DEPART TAT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: PL U BIN01 1. FOUNDATION - TWO REQUIRED ALL PLUMBING WASTE FOR POURED CONCRETE &WATER LINES NEED 2. ROUGH - FRAMING & PLUMBING TESTING BEFORE COVERING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE TRUSS PLACARDUVQ REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL. JNSPECTI®N REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF Fire separation �. SO1,rHOT TOWN PLANNING BOARD required as per T %�yH NYS Code—� IVVV hi If nnrn Must provide Manuals OCCUPANCY OR D,J and S as per USE IS UNLAWFUL NYS Energy Code WITHOUT CERTIF100'4,77 OF OCCUPANCY Blower door and ductwork testing required. All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code 8302.12 Draftsto In In combustible construction where there is usable s ace both above and below the concealed s ace of a 915.2.3.1.1.1 A carbon monoxide alarm shall be rovid a st n a slee in area, within 15 feet of the slee in area. More TABLE R405.1 2017 YORK STATE U IFOR CODE PP 9• P P P 91ic$8n R M s oftaR 8 P 9 P 9 fA floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. 1316 1 e rb ms sR�Cidef e�a rr�sFjgl�bei pyo b�enwe�eet�eisa�grydgi ss re #hh t no sl e � {o re than Properties of Soil Classified According to the Unified Soil Classification System H- 2017 NEVY YORK STATE CODE SUPPLblIENT (PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017) � r�v� I, b carBon rgogi&t1' )arm.- � 9R. �PPhCa�Ion, co�i�F�OPtiB�i e1n�ires�eilla�ibr�o�fobeT, Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor o I e a VOLUME LZLI esti a Ie.S, UNIFIED SOIL 2017 NEIL YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the following '',1,1,2 a&�� r cl 1p 8 l efi �c�r shpAcP8 g1o�iP81cgpta Rg o �o �at �or�#�ir�Ass a g�rbo�ndnponao I la ei�re�i'sulatio cam o ents d livered G OIUP cLASSIACATION SOIL DESCRIPTION DRAINAGE FftosT HEAVE CHANGE 2017 NEVI YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOWN AS THE 2016 NYSECCC, REVISED AUGUST circumstances: �s � 9• P � a' P SYSTEM 91 .2`3.3 dt�n jopl�g f4a wgl NlhHnf�toil8f rBtr 6 lid ip g'HaR d�Gr�Pgr�a OR $rr9,%C �listS�i6, QigBlj in one SYMBOL CHARACTERISTICS POTENTIAL EXPANSION � � 2. Floor framing is constructed of truss-type open-web or perforated members. t tq d 3 are not covered b Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 2 2016, EFFECTNE OCTOBER 31, 2017) RfeliflAC@Itfi�n HAdfgIi�NPfif�tRAC er41►�iHP�ie rMn�e ( 11 eh@ 6� Jvttl4 cb 31y Rvft1 lis3re@juiPerrt�nttf. ( ) Y U R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. 1 c 2 LITTLE OR NO FINES GOOD Low Low 2 2016 NYSRC (2015 IRC 2ND PRINTING) R316.4 r 4&I �b5ri�r3 lR e g 19%r%19% awed in Section R316.5, foam plastic shall be separated from the interior of a building by cp POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, C) V a 8A5.2.3.3.1 IPSO®@ pfi 4rf*u61fffW gSfn*tig1� @nal9r)Pft#6hJ Ofnl w@QQI rd. GOOD LOW LOw 2016 NYSEC (2016 IECC 2ND PRINTING) uTrLE OR NO FINES .. TITLE 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1266 AND PART 300 R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GROUP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, Z N w 2 provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside 1. Attic access is re uired b Section R807.1. LITTLE OR NO FINES GOOD Low Low i o M ca SECTION 8101 q Y �. ,L of the floor framing member. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, l•_ � cn tic, 2. The space IS entered only for purposes Of repairs Or maintenance. LI TLE OR NO FINES GOOD LOW LOW 0 -4-` Exceptions: U > - m 8101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, 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 8316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM Low � car movement, enlar ement, re lacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and against ignition using s. inch gypsum board. SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW I- N} 9 P 8316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the U) � a)- Z _ two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Section 8303 GG CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low Z U - S co LO perimeter joist space without the thermal harrier specified in Section 8316.4 subject to all of the following: and their accessory structures not more than three stories above grade plane in height. Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 14, inch. S0 CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low p i- X c r°', - R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, V Q w ro M R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to rooms. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW � N 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or GROUP 2 suGHT PLASTICITY ❑ _ � ao the top of the wall, unless supporting a surcharge. Exceptions: less when tested in accordance with ASTM E 84 or UL 723. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, U m 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical 8109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to ventilation system is installed in accordance with Section M1507. GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM M Section 8317 Protection of Wood and Wood-Based Products Against Decay cLAYs 7o Low location on property, the building official shall require an inspection of such construction after lathing or gypsum board or gypsum 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. _ panel products are in place, but before any plaster is applied, or before board or panel joints and fasteners are taped and of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the o_ Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends 8404.1.6 Height above finished grade. Concrete and' masonry foundation walls shall extend above: the finished grade adjacent to the I I finished. floor level. caro ed with aluminum flashin R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the pp g' - foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. 8317.11 Location required. Protection of wood and wood based products from decay shall be provided in the following locations by the R404.1.7 Backfill Iecement. Backfill shall not be laced a ainst the ocumentation. If located in a flood hazard area, the documentation of elevations required in Section 8322.1.10 shall be stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light - P p g wall until the wall has sufficient strength and has been 8109.1.6.1 Elevation d use of naturally durable wood or wood that is preservative treated in accordance with AWPA U1 for the species, product, anchored to the floor above, or has been sufficient) braced to revent damn e b the back fill where the unbalanced submitted to the building official prior to the final inspection. source located at the bottom landing of the stairway. reservative and end use. y P 9 Y P height o, fill exceeds 4 feet. R317.11.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in Section 8405 Foundation Drains e Section 8305 9 Z 8202 Definitions: actor once wI 8405,1 Concrete a:- masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and O Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that Ceiling Height R317.3 Fasteners and connectors in contact with reservative treated and fire retardant treated wood. Fasteners, includin nuts and _ P g enclose t•�abitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the building R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with other a roved s stems or materials shall be 'n I F- envelo e. rooms & laund rooms. this section. The coatin wet hts for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven ha y I sta led at or below the area to be protected and shall discharge by gravity U 9 9 or mechanical means into an approved drainage system. Z) P ry fasteners shall be in accordance with the material requirements of ASTM F 1667. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand ravel � Mezzanine: An intermediate level or levels between the floor and ceiling of any story. Exceptions: Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where 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 mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table 8405.1. � the ultimate design wind speed (Vult) is 130 mph or greater. not less than 30 inches by 30 inches at the showerhead. R 3191.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible I) 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 and placed in a position that is visible from the street or road fronting the property. Address identification characters shall Section 8406 Foundation Waterproofing and Dam roofin Z R 01.1.1 Alternative rovisions. As an alternative to the re uirements in Section R301.1, the following standards are permitted subject to the feet 4 inches of the finished floor. contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled ro 9 0 3 P q out. Each character shall be not less than 4 inches in het ht with a stroke with of not less than 0.5 inch. Where re uired 8406.1 Concrete anti masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain U limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the 8308.4 Hazardous locations. The locations specified in Sections 8308.4.1 through 8308.4.7 shall be considered to be specific hazardous g q earth and enclose interiors a b the fire code official address identification shall be rovided in additional a roved locations to facilitate emer enc res onset p ces and floors below grade shall be dompproofed from the higher of (a) the top of the � design shall comply with the International Building Code. locations for the purposes of glazing. Y P PP 9 Y P footin or b 6 inches below the to 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole 9 ( ) p of the basement floor to the finished grade using a bituminous coating. 0 ' ^ or other sign or means shall be used to identify the structure. Address identification shall be maintained. I- u J hazardous Icz-}ion where the bottom exposed edge of the glazing is less than 60 inches above the floor. R406.3.3 Porous Fill. Tl1e space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 1. Where the nlazing is within 24 inches of either side of the door in the plane of the door in a closed position. O m e ted en ineerin ractice. a lazin is on a wall a endicular to the lane of the door in a closed osition and within 24 inches of the hin a Section R321 Elevators and Platform Lifts one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 16 MIL polyethylene to permit water Z 9 PrP P P 9 seepage while. avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same t e of 8301 or otherwise not conforming to this code, these elements shall be designed in accordance with act p g g p 2. Where th a � T The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall side of an in-swinging door. R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall YP V J be compatible with the performance of the conventional framed system. Engineered design in accordance with the International 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 comply with ASME A17.1/CSA B44. soil as was removed during excavation. ❑ Building Code is permitted for buildings and ;structures, and parts thereof, included in the scope of this code. plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a Re 32'.1.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. ; T 1 hazardous location. 8408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a w R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using Exceptions: Section R322 Flood Resistant Construction class one sopor retarder 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 corner of foundation. the ultimate design wind speed in Table R30'1.2(1) as determined from Figure R301.2(4)A. 2. Glazing 36 inches or more measured horizontally from the walking surface. 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 R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". Zones, as established in Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and TABLE 8301.2(1) structures in floor hazard areas, shall be desi ned and constructed in accordance with the rovisions contained in this section. Imo---ilii CLIMATIIC AND GEOGRAPHICAL DESIGN CRITERIA Section 8310 Emergency Escape and Rescue Openings 9 P UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD Air Mean N R310. E ress window & window well the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be 8502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. 4 SNOW EMERGENCY ESCAPE AND RESCUE OPENING PER SECTIO designed and constructed in accordance with ASCE 24. g panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. O SPEED Topographical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT HAZARDS Freezing Annual ( 9 ) Subfloorin sflall be wood structural LOAD (mph) Effects Wind bourne DEPTH TERMITE DECAY p g y p p 9 q P g y P R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where betam is not located under wall to CATEGORY WEATHERING TEMP REQUIRED Index Tem R310.1 Einer enc esca a and rescue o enin re uired. Basement shall have not less than one o erable emer enc esca a and rescue Region Debris opening. unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that allow for piping or vents. f•- w 8310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. W zone such enclosure is not built so as to render the building or structure in violation of this section. 8502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less � The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, than 3 inches on masonry or concrete except where supported by the use of a roved joist han ers. MODERATE SLIGHT TO 10 20 130 NO (B) SEVERE 36" De ress Yes X 1500 8310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not PP 1 9 p TO HEAVY MODERATE g air conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or 8502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth soliid blocking or by attachment to m r ^ more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in accordance above the elevation re uired in Section R322.2 or R322.3. V .l with Section 8310.2.3. q band or rim joist. R301.2.1.4 Exposure category. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and R502.8.2 Engineered Wood products. Cuts, notches and holes bored in trusses, structural coin osiite lumber structural � T 1. Ex osure B. Urban and suburban areas wooded areas or other terrain with numerous close) spaced obstructions having the 8310.2.3 Window wells. The horizontal area re the window well shall be not less than 9 square feet with a horizontal projection and width lumbin fixtures; ducts stems; and other service a ui ment is ermitted below the elevation re uired in Section R322.2 r P ❑ r""1 p Y P 9 Y q P P q o lue-laminated members, cross-laminated timber members or I-olsts are rohi � O size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be fully R322.3 rovided that the are desi ned and installed to revent water from enterin or accumulatin within the coin onents and 9 1 p bited except where permitted by the P Y 9 P 9 9 P manufacturer's recommendations or as shown on these drawin s 2. Ex osure C. 0 en terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. opened. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding 9 ' e P P 8502.11.1 W od i o Truss Des n. Wood trusses .ha I r ed urea. Includes flat o en count and rasslond. 8310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder to the desi n flood elevation in accordance with ASCE24. Electrical wirin s stems are ermitted to be located below the 9 I be designed in accordance•with approved engineelring practice & be prepared by a Exposure D extends downwind 600 feet from the partially obst uct p ry g 9 ,, 9 Y P re istered truss desi n rofessional where re cared b the statues of the 3. Ex osure D. Flat, unobstructed areas ex osed to wind flowing over open water for a distance of not less tan 5000 feet. or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. 9 P 9 P q Y jurisdiction in vwhich the project is to be P4 P P inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center vertically for constructed. (' ) Exposure D extends downwind 600 feet from the unobstructed area. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to `,,,/ the full height of the window well. minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. (6 8310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required R 322>.1.18 Flood-resistant materials. Buildin materials and installation methods used for floorin and interior and exterior walls and wall Section R506 Concrete Floors (On Ground) D 8301.3 Story Height. The wind provisions of this Cade shall apply to buildings with story heights not exceeding 11 feet 7 inches and the 9 9 lateral) unsu oiled bearin wall stud het ht ermitted b Table 8602.3 5 . Individual walls or wall studs shall be permitted to by Section R405.1 or by an approved alternative method. coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to R506.1 Concrete slab on grades to be min 3-1/2 inches thick. Q Y PP g g P Y ( ) Exce tion: A drains e s stem for window wells is not re uired where the foundation is on well-drained soil or sand- ravel mixture exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design P 9 Y q 9 the provisions of FEMA TB-2. 8506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed H shall be rovided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R 322!.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. � Z U of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in 8311.6 Hallways: min. 36" clear width. shall: Exception: Abase course is not required where the concrete slab is installed on well-dlrained or sand-gravel mixture soils Z accordance with the International Building Code. R311.7 Stairways 1. Be used solely for parking of vehicles, building access or storage. classified as Group I according to the United Soil Classification System in accordance witth Table R405.1. W R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches 2 R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, required headroom height. Handrails shall not project more than 4 X inches on either side of the stairway and the clear width of 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 shall be placed between the concrete floor slab and the base course or the prepared swbgrade where no base course 0 Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts the stairway at and below the handrail height, including treads and landings, shall be not less than 31 X inches where a handrail enclosed area is measured on the exterior of the enclosure walls. exists. The vapor retarder is not required for Garages, utility buildings and other unheateed accessory structures. U or vents in the cavity of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be is installed on one side of 27 inches where handrails are provided on both sides. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: O tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 0 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one Section 8602 Wood Wall Framing 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. enclosed area below the design flood elevation, each area shall have openings. R602.3 Design enc' corrLruction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through 1. Whe R311.7.5.1 Risers. The riser het ht shall be not more than 8 1 4 er su fement. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior rade or floor and the R602.3 4). r" 11 0> othin shall be fastened direct) to framin members and shall confiirm to the re uirements of Table 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour: 9 / P PP finished exterior grade immediately under each opening. g 8602.3(3 . g Y 9 q fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. t 3. Openings shall be permitted el be installed in doors and windows; doors and windows without installed o enin s do not meet ( ) 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 14 inches shall be provided on stairways with solid P 9 the requirements of this section. _TABLE R602.3(1) FASTENING SCHEDULE' 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. risers. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. TABLE 8302.1(1) 8311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. DISCRIPTION :� ., NTN(' EXTERIOR WALLS 8311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom FASTE (o,b,c,d) TYPE of the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade MINIMUM MINIMUM FIRE Exceptions: beams and bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the turn. hi her. ti FIRE-RESISTANCE RATED 1 HOUR <5 feet 9 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL ui � � � �- � WAus 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 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in - -tV"-' I- M o 17 m NOT FIRE-RESISTANCE RATED >_5 feet 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o N M o N and the walkline radius is not greater than 244 inches. Each tread shall have a depth of not less than Q inches at the walkline. coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. OVER PARTITIONS PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE z2 feet to <5 feet All treads shall be identical, and the rise shall not be more than 94 inches. Headroom shall not be less than 6 feet 6 inches. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1 9 FACE NAIL TABLE 8302.1(2) R 311.8 Ramps. Section 8325 Mezzanines ( ) - EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 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 R 3251.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL MINIMUM MINIMUM FIRE in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal R 3251.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the 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 (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the 7, ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 1OD COMMON. TOE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet more than 1 unit vertical in 8 units horizontal (12.5 percent). floor area of the room in which the mezzanine is located. RAFTERS WALLS NOT FIRE-RESISTANCE RATED 3 feet R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters R 325'5.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. TWO 16D COMMON. END NAIL not to allow passage of a sphere 4 inches or more in diameter. R 3255.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 8. STUD TO STUD (NO AT_BWP) 16D COMMON AT 24"O.C. FACE NAIL R302.2.1 Continuit . The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the 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 36 inches in height, columns and posts. 9. STUD TO STUD AT BRACED WALL PANEL y finished floor and reater than 72 inches above the finished rade or the other surface below on the exterior of the buildin the Exceptions: ( ) 16D COMMON AT 16"O.C. FACE NAIL underside of the roof sheathing, deck or stab. The fire-resistance rating shall extend the full length of the wall or assembly, 9 9 9. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O o O O o O includin wall extensions throw h and se aratin attached enclosed assessor structures. operable window shall comply with one of the following: 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the c) - T LO rn rn 9 9 P 9 1. 0 erable windows with o enin that will not allow a 4 inch diameters here to ass throw h the o enin where the o enin is a re ate floor area of the enclosed s ace is not reater than 10 ercent of the mezzanine area. 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL j j j 5 j > R302.2.2 Parapets for townhouses. P P 9 P P 9 P 9 P 9 99 9 P g P " w w w w w w in its largest opened position. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler 12. TOP PLATES 'TO TOP PLATE 16D COMMON 0 16 0/C FACE NAIL � of � � o 1. The parapet shall extend not less than a inches above the roof surfaces. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. system in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24"MIN IAP SPICE EACH SIDE OF'JOINT) FACE NAIL Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating located. as tested in accordance with ASTM E 108 air UL 790 and the roof decking or sheathing is of noncombustible materials or approved 3. Operable windows that are provided with window opening control devices that comply with Section 8312.2.2. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o 8312.2.2 Window o enin and control devices. Window o enin control devices shall coin I with ASTM F 2090. The window o enin control Section 8403 Footings N fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum P 9 P 9 PY P 9 R401..4.1 In lieu of a coin lets eotechnical evaluation footin s shall be laced on rock 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP 2-16D AT 16"O.C. FACE NAIL LO board is installed direct) beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area P 9 9 P , sand gravel and/or gravel, sand, silty sand, ( ) o attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and of the window unit to less than the area required by Section R310.2.1. clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL any openings or penetrations in the roof are not within 4 feet of the common walls. on soil that consists primarily of clay or silt or have any inorganic material or fill. FOUR 8D COMMON. TOE NAIL 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is Section R313 Automatic Fire Sprinkler Systems R402..2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: t 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment (� 21. JOIST TO SILT-. 'i0P PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. throughout with an automatic sprinkler system. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment Z r r 1 R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance R 40:3.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PIATE 8D COMMON 0 6"0/C TOE NAIL F^"�-� with Section P2904 or NFPA 13D. R 40;3.1.5 Ste ed Footin s Ste footin 1 ft vertical maximum on 2 feet horizontal where sloe of footin bottom exceeds 10% 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER W 0 Exceptions: PP 9 � P 9 P 9 � 1. Foundations supporting exterior walls or common walls. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAIFTER. FACE NAIL W cD 5. Townhouses se arated b a common wall as rovided in Section R302.2, Item 1 or 2 shall be equipped throughout with an automatic sprinkler system. with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. , " O O m P Y P 31. WOOD STRUC URAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and -I o R302.3 Two-famil dwellin s. Dwellin units in two-family dwellings shall be separated from each other by wall and floor assemblies having R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section R 40:3.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored ROOF, AND WALL 3;-:EA,THING TO FRAMING W w Y 9 9 P2904 or NFPA 13D. 8D COMMON (ROOF) 12 o/c at interior . Y not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated with X inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into floor/ceiling and wall assemblies shall extend) to and be tight against the exterior wall, and wall assemblies shall extend from the concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. 8D COMMON (SUBFLOOR) supports (see note f) W w uI There shall be a minimum of two bolts er late section and located not or ha r � a foundation to the underside of the roof sheathing. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of p p m e t n 12 0 less than 3.5" from the end of a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used) for framing and sheathing v � Exceptions: dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall each plate section. Plates shall be protected against decay and termites. connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), 0 1.A fire-resistance ratin of X hour shall be ermitted in buildin s e ui ed throw hout with an automatic s rinkler s stem installed be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural members and a " o g p g q pp g p y TABLE R404.1.2(1) 90 ksi for shank ,ilameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diatmeters of 0.142 or less. ,.,-, in accordance with NFPA 13. maximum distance of 14 inches below the deck of the exterior balconies and decks that are constructed of open wood 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 o R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting joist construction. +p ,sorts shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end 0 f. Intermedia-_ si.-p Z construction of such assemblies shall have cin equal or greater fire-resistance rating. MAXIMUM UNSUPPORTED walls and 4 inches an center to gable end wall framing. Section 8314 Smoke Alarms HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT w R302.5.1 Opening Protection. Honeycomb-core steel (doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a WALL (FEET) self-closin device. Doors from arae into habitable s ace: 45 min. fire rated with self - closin device. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. s8 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 het ht of 10 feet shall su ort a maximum of one floor lus W U) 9 9 9 P 9 ( ) 9 PP P R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height oif 10 feet shall support a maximum ui 0 . constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. listed in accordance with UL 2034. ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY of two floor p11as roof/ceiling assembly. Exceptions: Where designed by in accordance wiith accepted engineering practice or � ca R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply R314.3 Location. Smoke alarms shall be installed in the following locations. >8 AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade' studs supporting a roof load with I- i with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 1. In each sleeping room. not more than 6 feet of tributary length shall have a maximum wall height of 18 feet vwhen spaced at 16 inches on Z m shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. center ant 20 feet where spaced at 12 inches on center. � � 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 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and Z ,s- Q v TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls intersections with bearin artitions. End olnts in to lates shall be offset not less than 24 inches. Joints in lates (� o �S < cn areas. contains a bathtub or shower. 9 P 1 P P P _ T need not occur over studs. Plates shall be not less than 2 inches nominal thickness and) have a width not less than the R302.6 Garage ceiling: 5/8 type X gypsum board R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent MINIMUM VERTICAL REINFORCEMENT BAR W `�,,. RU FR" R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than placement of a smoke alarm in a location required by Section R314.3. SIZE AND SPACING (INCHES) width of the studs. _ / R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, ancd fi ure R602.6 1 Notchin & f T 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF 9 ( ) 9 ,yF �, 0 S 8302.11 Fire blocking shall be provided in wood-framed construction in the following locations: appliance. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior U m e ed s aces of stud walls and artitions includin furred s aces and arallel rows of studs or sta eyed studs, as (FEET) (FEET) Do not backfill with any soil containing silt or clay. non bearing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie F- � A 1. In cont al p p g P P g9 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a WALL THICKNESS (INCHES) fastened across and to the plate at each side of the notch with 8-10d nails each side.. Follow manufacturers Q --f �` . � follows: permanently installed cooking appliance. s ecifications for en ineered roducts. fl ure R602.6.1 y t ? =m 3. Photoelec s 10 12 P 9 P ( 9 ) 1.1 Vertically at the ceiling and floor levels. tric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking B NR NR NR W � 9°` ~ 1.2 Horizontally at intervals not exceeding 10 feet. appliance. _ : N 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in 9 e 5 ® 41 NR NR , 10 9 60 41 5022 NR 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will +'W Y Section R302.7. activate all of the alarms in the individual dwelling unit. NR denotes no reinforcing required. ❑ 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free Locate vertical bars 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than inch. : passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 Section R315 Carbon Monoxide Alarms :... ...............I.................I.......... requirements. R315.1 General. Carbon monoxide alarms shall comply with Section R315. JOB NUMBER 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. shall be listed in accordance with UL 2034 and UL 217. 2 0 Z 6 0 2 R302.11.1 Fireblocking materials. Except as provided in! Section R302.1, Item 4, fireblocking shall consist of the following materials. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. 1. Two-inch nominal lumber. R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the T T Ltl 2. Two thicknesses of 1" nominal lumber witlh broken lap joints. following conditions exist. U NIT 81 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 1. The dwelling unit contains a fuel fired appliance. ����JJJJ Q SHEET NUMBER 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. CL 4. One thickness of 3/4 inch particleboard vwith joints backed by 3/4 inch particleboard. ((�� 5. One half inch gypsum board. 915.2.3.1 One Family Dwellings. Zr (.D 6. One quarter inch cement based millboard. FF��,,��,, 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely 915.2.3.1.1 Buildings constructed on or after January 1, 2008. (n W retained in place. Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) wall by one of the following methods: TRUSS I D E N T I F I C AT I 0 N SIGN 0 N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and 1, A water roof sealant a Iced at the oint between the wall and the i e F- ULTIMATE DESIGN the erimeter of slab-on- rade floors shall have ri id, o a ue and weather-resistant rotective coverin to revent the de radation P PP J P P PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z MINIMUM NAIL PANEL NAIL WIND SPEED V ult P g g P q P g P g 2. A flashin of an a roved efastomeric material. SPACING (mph) of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less g PP TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W MINIMUM MINIMUM MAXIMUM WALL than 6 inches 153 mm below rade. 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 CONSTRUCTION AND OR TIMBER CONSTRUCTION WOOD NOMINAL PANEL STUD SPACING WIAD EXPOSURE ( ) g from the tank will cause damage, the tank shall be installed in a an constructed of one of the followin co> SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted P g REFLECTIVE RED 6" DIA. U ai (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.) on a wall in the where the furnace is located, a utility room or an approved location inside the building. O B c D TABLE N1102.1.2 (8402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. PANTONE (PMS) jj187 0 U 0 COMMON 1.75 24/16 7/16 is 6 12 17o too 135 Insulation and fenestration Requirements by Component 3. Other approved materials. Z L 8602.3.5 Braced wall 5 u lift load nth. Braced wall anels located at exterior walls that su ort roof rafters or trusses CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. ` , Y � p P P P PP ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE \`// O � O rn ,o (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH R VALUE Section U101 Scope C) „ U � 2 EFLECTIVE forces in accordance with accepted engineering practice. 4 EXCEPT U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. � WHITE � +�+ >N- MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 R802.11 Rafter or truss uplift force. '- cn�,z _ For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B Section U102 General Definitions a)•- Span (ft) 12 18 24 28 32 36 42 48 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 Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a 1/2" 1/4" O s_ X C M solar photovoltaic or solar thermal system. Q Li c� Uplift Force # 117 149 182 203 226 247 281 314 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such TRUSS IDENTIFICATION SIGN STROKE U o -05 Cr roof ceilin assemblies shall be R-30. The reduction of insulation from the re uirements of Section N1102.1.2 shall be limited to COMPLIANCE WITH 19 NYCRR 1264 = � o Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24'o/c spacing. Increase x 1.32 for 140 mph. / g q Section U103 Solar-Read Zone ❑ rte) 00 8702.3.5.1 Screw fastenin . Screws for attachin sum board and sum anel roducts to wood framin shall be T e W or T e S in 500 sf (46 mz) or 20 percent of the total insulated ceiling area, whichever is less. Y - SIGNS IDEMTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL,CONSISTS OF A CIRCLE 6-M U g g gyp gyP P P g yp yP N1102.2.4 (8402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar ready zone. DIAMETER,WITH A STROKE WIDTH OF 1/2.THE SIGN BACKOftOUND SHALL BE REFLECTIVE WHITE IN C0 accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. spaces shall c s hatcrstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 mz) exclusive of COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED N COLOR,CONFORMING lO HITE INE R702.4 Ceramic Tile. mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) MATCHING SYSTEM(PMS)X187. R702.4.2 Backer boards. Materials used as backers for lwall the in tub and shower areas and wall onels in shower area shall be of Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration a P requirements of Table 81102.1.2 based on the applicable climate zone specified in Chapter 3. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 mz) SF'C110N 1265.4.SIGN OR SYMBOL materials listed in Table R702.4.2, and installed in accordance with the manufacturers recommendations. per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94mz). The solar-ready zone shall be THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED N1102.2.8 (8402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the TABLE R702.4.2 s com osed of areas not less than 5 feet 1.52m in width and not less than 80 s uare feet 7.44 mz exclusive of access or set TO THE DnEtIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR subfloor decking. P ( ) q ( ) SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON TILE ELECTRIC BOX,OR IF THE UTILITY Backer Board Materials back areas as required by the International Fire Code. N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall } PROMDING ELECTRICAL SERMCE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including bu, not limited to vents, chimneys, and roof-mounted TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR GLASS MAT GYPSUM BACKING PANEL ASTM c 1178 equipment. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE FIBER REINFORCED GYPSUM PANELS ASTM C 1276 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PPoOR TO THE ISSUANCE OF A CER Z NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C N1102.4.2 (R402.4.2) Fireplaces. New wood burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. TIFICATE construction documents. OF OCCUPANCY OR A CERIIFlCATE OF COMPLIANCE _O NONASBESTOS FIBER MAT REINFORCED CEMENTIITIOUS BACKER UNITS ASTM C 1325 Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual ole WOOD ROOF TRUSS SPECIFICATIONS• H and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in P (_ accordance with UL 907. circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE 0 . Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) positioned at the opposite (load) end from the input feeder location or main circuit location. INTERNATIONAL BUILDING CODE. Air Barrier and Insulation Installation SIZE nc es) ANIGLE NO VE ONE STORY Two STORIES 1QIE; 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF' FRAMING MEMBERS. � o,c (tnche") ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3901.7 OUtd00r outlets. A water proof outlet is required for any Size, deck, porch, or balcony that is accessible from inside dwellin Unit. g 1605.3.1 BASIC LOAD COMBINATIONS USING AVOWABLE STRESS DESIGN: Z L3x3x1/4 6'-0• 4'-6• 3•-0• THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not su I other outlets. At p BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. PP Y (EQUATION 16-8) p L4x3x1/4 6'-0• 5'-0• 4'-6• least one receptacle outlet is required for each car space in a garage. D + L (EQUATION 16-9) U L5x3.5x5/16 IV-0' e'-O' e'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3902.11 Location of GFCI outlets. All GFCI outlets must be laced in readil accessible locations. GAPS IN THE AIR BARRIER SEALED. P Y D + S (EQUATION 16-10) Of L6x3.sx1/a 1a'-o' s'-6" �'-o' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDmONED ATTIC SPACES SHALL E 402.14 Tamper resistant receptacles. Nearly off 125 volt 15 and 20 amp receptacles to be tamper resistant. D + .6W BE SEALED. (EQUATION 16-12) O WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) li Ln 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. H c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. D = DEAD LOAD, L = LNE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE O R703.12 Adhered masonry veneer installation. Adhered imasonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYUGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYUGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIIGN WIND SPEED) IN EXPOSURE Z (a 8703.12.1 Clearances. On exterior stud walls, adhered mason veneer shall be installed: DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 CATEGORY B. ry INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. ❑ 1. Minimum of 4 inches 102 mm above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ( ) DESIGN LOADS: ROOF TRUSSES SHALL 13E DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: r T , R703.12.2 Flashin at foundation. A corrosion-resistant stcreed or flashin of a minimum 0.019 inch 0.48 mm or 26 a e alvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE of INsuLAT1ON TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR! BUILD UP LOADS AS REQUIRED BY w 9 9 ( ) 9 9 9 GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE 8301.7 ASCE?-10 , TCDL = 15 PSF plastic with a minimum vertical attachment flainge of 3 inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLooRs) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ON PLAN TO SUPPORT PHOTOVOLTAICLCELLS F, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON PIREAS OF TRUSSES THAT ARE NOTED mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2 5 ALLOWABLE 8703.14.2 Fire Separdtion. Polypropylene siding shall not. be installed on walls with a fire separation distance of less than 5 feet (1524 mm) ( ) STRUCTURAL MEMBER TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L 360 OR .75". and walls closer than 10 feet (3048 mm) to a building On another lot. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDmONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION / RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS �� Exception: Walls perpendicular to the line usetd to determine the fire separation distance. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN TME DRYWALL with no finished ceilin DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: 8703.8.2.2. Support by roof construction. A steel angle shtall be placed directly on top of the roof construction. The roof supporting g attached to rafters 1. DEPTH, SLOPE IF O SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF SPAN, AND SPACING. construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and artitions H 180 ( .•k wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch P / 2. LOCATION B ALL JOINTS. la Screws to eve wood Stud s acin . Each additional wood roof member shall be anchored b the use of two 10d nails at ELECTRICAL// PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF Floors and ceilin S w brittle finish L 360 3. REQUIRED BEARING WIDTHS. � T � 9 rY P 9 Y ON EXTER16R WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF g / / 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. W !�'�1 every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 HABITABLE ATTIC W FIXED STAIRS: 3o PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. Cn feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage 4.3. BOTTOM CHORD LIVE LOAD. R703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior walls with plaster or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. 0 and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All EXPOSURE CATEGORY: B FROM 8301.2.1.4 Exterior walls with brittle finishes L/180 4.5. CONCENTRATED LOADS AND THEIR POINT'S OF APPLICATION. 00 recessed luminaires shall be sealed with a asket or caulk between the housin and the interior wall or ceilin coverin 4.6. CONTROLLING WIND LOADS. minimum tie size= 22 US gage. Minimum tie lfastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch 9 9 9 9• SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from Exterior walls with flexible fini ❑ tie shall su ort not more than 2.67 s uare feet of wall area and shall be s aced not more than 32" on center horizontal) and C402.4 R402.4.6 Tenant Se aration Walls Mandato Fire Se arations between dwellin units in two-famil dwellin s and multi le seismic rovisions of code er R301.2.2 shes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. P4 PP q P Y ( ) P ( rY) P 9 Y 9 P P P ) Lintels su ortin mason veneer L 600 6• TACH REACTION FORCE AND DIRECTION. O 24 inches on center vertically. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,o00PSF Per TABLE R401.4.1 PP 9 rY / 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. EXCEPT WHERE SYMMETRICALLY other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with Section N1103 (8403) NOTE: Soils with clay or clay and silt will require a redesign LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ,� section R703.8. of building footings. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. ) Systems 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS TRUSS PLY TO PLY AND FIELD SPLICES. v 8703.8.6 Weepholes shall be provided in the outside Wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall N 1103.1 (8403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. � � Cn not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall TABLE R301.2(2) Wb0191ApT110mt{ MDfIA�SCr R1 9Tf1tlN60RCES IN THE TRUSS MEMBERS. Z) R801.3 R f 'n w I' Ile be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at Door And Window Re uired Desi n Loads: MOEIEl ff�TFUMENaATJBU8E 61 E918%DBRORINR{13�Q�lIlGtd'lflG LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF Q 0o drai age. All d e lings shall have a contro d method of water disposal from roofs that will collect and discharge roof q 9 drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain P THE INTERNATIONAL BUILDING CODE. � zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer All exterior windows and doors shall meet minimum wind ressures R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: I- U 1 with a heating temperature set point no higher than 7O'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: p 8802.3 Framing details. Rafters shall be framed not more than 1 /i inches (38 mm) offset from each other to ridge board or directly (EQUATION 16-8) Z 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 D + L (EQUATION 16-9) W opposite from each other with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE 2 and not less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LME LOAD, D inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported U at the rid e b a brace to a bearin artition or be desi ned to ca and distribute the s ecific load at that oint. Where the 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 10 S.F. +18.2 -19.0 +21.2 -28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 9 Y 9 P 9 RY P P / / O roof pitch is less than three units vertical in 112 units horizontal (25 percent slope), structural members that support rafters and (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other 20 S.F. +17.4 -22.0 +20.2 -26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF 0 ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 50 S.F. +16.3 -20.0 +19.0 -23.0 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 where less than 3 inches (76.2 mm) in diameter. 100 S.F. +15.5 -19.0 +18.0 -22.0 TRUSSES SHALL HAVE A MAXIMUM LNE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LIESSER OF L/360 OR .75". designed in accordance with accepted engineering practices. Exception: Ducts or portions thereof located completely inside the building thermal em•elope. R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comp) with either Table values shalt be adjusted for heights > 3o and exposure C or D by multiplying by the TRUSS DESIGN DRAWINGS SHALL L PROVIDED TO ARCHFFECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN y adjustment coefficient in Table 8301.2(3). DRAWINGS SHALL INCLUDE 'CNE FOLLOWING INFORMATION: members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's the 2015 International Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACING. recommendations or where the effects of such alterations are specifically considered. Constructions Codes, as applicable. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be Exceptions: 3. REQUIRED BEARING WIDTHS. supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across 1. Air-imperrr+Pable spray foam products shall be permitted to be applied without additional joint seals. 4.1. TOP CHORD UVE LOAD OR SNOW LOAD. the rafter or ceiling joists at intervals not exceeding 8 feet. 2. For ducts havin static ressure classification of less than 2 inches of water column 500 Pa , additional closures stems shall 4.2. TOP CHORD DEAD LOAD. R802.9 Trimmer joist: sin le header and trimmer for o enin s u to 4'-O" and doubled over 4'-0" unless otherwise noted on Ian. g P ( ) Y 4.3. BOTTOM CHORD LME LOAD. W J 9 P 9 P P not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and 4.4. BOTTOM CHORD DEAD LOAD. Connect with tecos for header joist spans of 6'-0" and greater. button-lock LyNes. A B B R EV I AT I 0 N S 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ~ M o � M 8806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. o . . o`i oN6 N N1103.4 R403.4 Mechanicals stem i in insulation Mandato Mechanicals stem i in ca able of car in fluids above 1057E 41'C A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. than a 1 inch s ace shall be rovided between the insulation and the roof sheathin and at the location of the vent. ( ) Y P P 9 ( rY)• Y P P 9 P ry 9 ( ) D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS P P 9 A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPT70N (E.G., SIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR - or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). ADJ. ADJACENT/ADJUSTABLE RNG RANGE EXCEPT WHERE SYMMETRICALLY ) Heatin and coolin e ui ment shall be sized in accordance with ACCA Manual S based on buildin loads calculated in accordance A.F.T. ABOVE FINISH TREAD E. EACH LT. LOUVER Section 8807 Attic Access g g q P g E.J. EXPANSION JOINT LIT• LAUNDRY TUB R.O. ROUGH OPENING LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 8807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a ALUM. ALUMINUM R, ' methodologies. ELEC. ELECTRICAL RISER 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. vertical hei ht of 30 inches 762 mm or renter over an area of not less than 30 s uare feet 2.8mz . The vertical hei ht shall ANCH. ANCHOR MAS• MASONRY g ( ) g q ( ) g N1103.6 R403.6 Mechanical ventilation Mandato The buildin shall be rovided with ventilation that meets the re uirements of the 2015 ELEV• ELEVATION RND ROUND 10. DEFLECTION RATIO FOR LNE AND TOTAL LOAD. be measured from the top of the ceiling framing members to the underside of the roof framing members. ( ) ( ry) g P q < ANGLE MAT. MATERIAL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. ( ) ( ) Y ARCH. ARCHITECTURAL EQ EQUAL S.C. SCHEM 12, REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. International Mechanical Code as amended , the 2015 International Residential Code as amended , or the New York Cit MAX• 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 Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC halfway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 automatic or ravit dam ers that close when the ventilations stem is not o eratin . EXP• EXPANSION SHLF SHELF 9 Y P Y P 9 MECH. MECHANICAL DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH�ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEIUNG &5 inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the EXT. EXTERIOR SHEET ASSEMBLY, Z Z Z Z Z Z attic s ace shall be 30 inches 762 mm at some oint above the access measured vertical) from the bottom of ceilin framin BD. BOARD MIN. MINIMUM SHT. DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SiQUARE FEET. DRAFFSTOPPING SHALL O O O O O O P ( ) P y g g Section N1104 (R404) Electrical Power and Lighting Systems BLDG. BUILDING EE. EACH END SIM. SIMILAR DMDE THE CONCEALED SPADE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEIUNG cn in v7 in members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. BM BEAM M.O. MASONRY OPENING S,S, STAINLESS STEEL MEMBRANE .BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: w w w w w w N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall BTM BOTTOM F C MTL• METAL STL• STEEL - - W W ui W W W be hi h efficac lams or not less than 75 ercent of the ermanentl installed li htin fixtures shall contain onl hi h efficac / FLOOR COVERING CHANGE MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURPAL PANELS. Section 8902 Fire Classification 9 - Y P P P Y 9 9 Y 9 - Y BLKG. BLOCKING STRUCT. STRUCTURAL R 902.1 Roofin coverin materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C lamps. Exception: Low voltage lighting. F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT g g BRG. BEARING SUSP. SUSPENSION m roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 FUN. FOUNDATION (NTS) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: Section M1305 Bance Access BRK BRICK FLR. FLOOR SGD SLIDING GLASS DOOR o feet (914 mm) from a lot line. Class A, B and C roofing required by this section to be listed shall be tested in accordance with APP BSMT BASEMENT FP FIREPLACE SQ. SQUARE * o UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and CENTER LINE O•C• ON CENTER TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MAMUFACTURE OF Ct F.R. FIRE RATED TB TOWEL BAR METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR /TPI 1. THE TRUSS DESIGN DRAWINGS SHJALL BE PREPARED AND STAMPED BY a Rance bein ins ected, serviced, re aired or re laced. A level workin s ace not less than 30 inches dee and 30 inches wide FRM FRAME T & G TONGUE AND GROVE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. roof covering shall be tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C PP• 9 P P � P 9 P P C.J. CONTROL JOINT OPNG. OPENING ' 762 mm b 762 mm shall be rovided in front of the control side to service an a liance. �• FOOT / FEET TGS TOP OF GRADE SLAB * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT VWOOD MEMBERS CLAMPED IN RIGID photovoltaic panels and modules shall be installed in jurisdictions designated by law as requiring their use or where the edge of ( Y ) p PP COL COLUMN FTG OPT• OPTIONAL FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. (� FOOTING TFW TOP OF FOUNDATION WALL the roof is less than 3 feet (914 mm) from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TYP TYPICAL 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 enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and COND. CONDITION GA GAUGE OZ TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS wall assembl . not more than 20 feet 6096 mm Ion measured alon the centerline of the ossa ewa from the o enin to thea Bance. CONT. CONTINUOUS GALV. GALVANIZED OUNCE T TREAD RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE 11HAT ADEQUATE BRACING HAS BEEN Z Y ( ) 9 9 P 9 Y P 9 W [� PP G.C. GENERAL CONTRACTOR 1/R ONE ROD TR TOWEL ROD DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONST. CONSTRUCTION 1/S ONE SHELF TRPL TRIPLE THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCS( GUIDE TO GOOD PRACTICE FOR HANDLING 2 L ' � min 4" ical. A I Ice & water shield in fair weather when the air roof deck and membrane are at tem eratures of 40 de rees Fahrenheit ( ) g g GEN. GENERAL ( ) INSTALILING & BRACING OF METAL PLATE EL than 18 inches 457 mm above the floor in ora es. CTSK. COUNTERSUNK CONNECTED WOOD TRUSSES. tYP PPY P 9 PC POURED CONCRETE } M 1502 Clothes d er duct maximum len th not to exceed 35' from the connection to the transition duct and reduced 2-1 2 inches for C.O. CASED OPENING G� GYPSUM U.N.O. UNLESS NOTED OTHERWISE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHIOUT THE APPROVAL OF A OJ m or higher. Ice protection requirements per table 8301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes ry 9 / G.L. GLUE LAM PBD• PARTICLE BOARD eve 45 de ree bend and 5 feet for each 90 de ree bend. Install booster fan for additional len ths. Clothes d er exhausts tem CANT. CANTILEVER REGISTERED DESIGN PROFESSIONAL W W less than 4:12, entire roof to receive ice & water shield. ry g g g ry � HGT. HEIGHT PL• PLATE VERT. VERTICAL Y shall com I with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall com I with code C.T. CERAMIC TILE 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 reater. For roof P y P Y PNL. PANEL v W P P g y P ( ) g section M1506. CLD. CEILING HDWR. HARDWARE V.I.F. VERIFY IN FIELD F F S. W W slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W WASHER � � R @� " T9N�F8LF*W p _ M 1506 Exhaust openings: A minimum clearance of 3-0" is required between air exhaust terminations and openings into the building. 1. The mechanical s stems shall be installed in accordance with cha ters 12-24 of the 2015 IRC & 2016 NYSRC. Z U underlayment application is required in accordance with Section 8905.1.1. C.R. CHAIR RAIL HD.WD. HARDWOOD PF• PREFABRICATED Vy/ WITH Y p R 905.2.5 Fasteners. Fasteners for as halt shin les shall be alvanized steel, stainless steel, aluminum or co er roofin rails, minimum 12 M1507.4 Minimum required local exhaust rates for one & two family homes. HR. HOUR PR. PAIR 2. The lumbin s stems shall be installed in accordance with cha ters 25-33 of the 2015 IRC & 2016 NYSRC. O_ P 9 9 PP 9 WD. WOOD P 9 Y p o a e 0 105 inch 3 mm shank with a minimum 3 8 inch diameter 9 5 mm head com I in with ASTM F 1667 of a len th to Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED W.W.F• WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with cha ters 34-41 of the 2015 IRC & 20116 NYSRC. G7 LU 9 9 � ( )) / ( ) � P Y 9 � 9 PENNY P penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/0 WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. z DBL. DOUBLE PSF POUNDS PER SQ.FT. less than /. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. DIA. DIAMETER I.D. INSIDE DIAMETER P•T. PR WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. a R 905.2.8.3 Sidewall flashin . Base flashin a ainst a vertical sidewall shall be continuous or ste flashin and shall be not less than 4 G2415.7.1 404.7.1 Pi in throw h bored holes or notches. Where tin is installed throw h holes or notches in framin members and the ESSURE TREATED w 9 9 9 P 9 ( ) P 9 9 P P 9 9 9 DLR. DIRECTION INGR. IN GROUND 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with ❑ inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof piping is located less than 1 % inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be DN DOWN INSUL. INSULATION QUAD. QUADRUPLE manufacturer's specifications and / or recommendations. � 9 9 P 9 9 P P P P Y P P P 9 DR. DOOR INT. INTERIOR REQ'D REQUIRED W = vim) or into the utter. Where sidin is rovided on the vertical sidewall onto the roof or into the utter. Where sidin is rovided on attached, the i e shall be rotected b shield lutes that cover the width of the i e and the framin member and that extend 7. General contractors and subcontractors to review these construction documents u on recei t from architect and re ort an an I.S. INSIDE CORNER REF. REFER TO REFERENCE P P p y d all the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes DW DISH WASHER RMS. discrepancies including any dimensional conflicts, immediately to architect for corrective measures riot to construction. W rovided on the vertical sidewall, the base flashin shall be rovided in accordance with this section and counterflashin shall be ROOMS P t CD P 9 P 9 through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not DWG. DRAWING JT• JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. provided in accordance with Section R703.7.2.2. less than 4 inches (51 mm) above the bottom framing member and not fess than 4 inches (51 mm) below the top framing KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. t9 m 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 member. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discre anc exists Z Z w overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than ;4 inch (6.4 mm) below the roof sheathing G2415.7.3 404.7.3 Shield lutes. Shield lutes shall be of steel material havin a thickness of not less than 0.0575 inch 1.463 mm No. the contractor shall P y ( ) P P 9 ( ) ( promptly report it to the architect for proper adjustment before proceeding with the work. Z < � and extend up back onto the roof deck not less than 2 inches (51 mm), Drip edges shall be mechanically fastened to the roof 16 gage) 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the U 0 a deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches G RAP H I C SYM B 0 LS same character as for similar conditions that are shown or noted elsewhere on the construction document set. - over the drip edge along eaves and under the drip edge along rake edges. Cn T _ ••• ••.. (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and W : \ E�'9 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally suppliers recommended installation procedures. 0 : .OBE 'Q R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 � STRUCTURAL CALC. REFERENCE RT C� from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be XX 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible U , �,� C' ti and 4 of this code. located not less than 12 inches above finished ground level. DETAIL REFERENCE for an and all conflicts includin weatherazation, water roofin and framin with res ect to the constlruction documents. I'- * ," " R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches XX v PURSUANT TO SECTION 69.5 b OF P g g P " Q r' .•�,' than 3 feet above the highest point where the chimney passes through the roof. FLOOR FINISH CHANGE ( ) THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS ), 8 : Cl) �¢-®- ��-�. n from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST (PLACE A STAMPED WARNING ON THE W �, �- I��G y hour shall be installed with a 9 inch vent termination clearance. SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UMIDER THE DIRECTION OF A LICENSED = `rr Section 81004 Factory-Built Fireplaces 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 O DOOR / HARDWARE TYPE ARCHITECT TO ALTER AND ITEM IN ANY WAY. () �O `��� R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory from any air opening into the building. 1 �3 built fireplaces shall be tested in accordance with UL 127. XX XX 10 R 10004.5 Gasketed fire lace doors. A asketed fire lace door shall not be installed on a facto built fire lace exce t where the fire lace - - - BUILDING SECTION �� P 9 P ry P P P Section G2439 (614) Clothes Dryer Exhaust XX XX # ❑ : I v j_W O system has been specifically tested, listed and labeled for such use in accordance with UL 127. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems - PARTITION TYPE R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room � . .................................................. is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the building. JOB NUMBER G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 Energy Efficiency for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the 2 0 1 6 0 2 3 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 manufacturer's instructions. cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 mz) throughout W the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 1 \ 1 1 8 l Q SHEET NUMBER Section P2607 Waterproofing of Openings numbers not less than 1 inch (sh mm) li height. Each marker shall face the attic access opening. Spray polyurethane foam P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric � thickness and installed R-value shall be listed on certification provided by the insulation installer. material shall be installed 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 internal cross-sectional area of the vent pipe to less than the internal Z cross-sectional area of one pipe size smaller. 0 ��8 CO W D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, C5-w X 2a"MN EACH FAIR GO GT KIN6 STUDS TO TOP PLATE ATTAUi ro X MN D ai TO E�5 ROOF FRAMING WRAP 1-1/4X22 6A.6ALV.COIL STRAP Z OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb W E ATTACH TO EAGtI PAR CRIPPLE 5TUD5 0 AT 61`ACPP��LJG RIFFAIR 8001 RAFfFR, 2x AGQ L;D6ER W/2-3/8"x5" LA6 DBL TOP PLATE I6"O.G. = 0 HRA9F BOLTS a 16"OG INTO STUDS U a� IRE PLAN PLAN 2X BLOCKING O SIMP50N STRONG-TIE U A35 m EVERY RR AT 2 END BAY5 2X4 STUD WALL OR -� -� 0 SABLE END TIR!U55 Z - - CEILING J015T OR HSI/STRONGBAOKS � O N ' rn TRU BOTTOM GHORD " - 0 v 51MP50N HH2 CONNECTOR-TE ttL5 TE H6 51MPSON STRONG-TIE �`• � � � � � v 51 VS0N STRON6-nE H2 819 NAILS l / RAFTER TO 5TUD AND KIN% U TVP. 8d NAILS TVP. `� PJD6E STRAPS 51-W.L Ef ATfAG-®TO EACH PAR Gf OPPOSNTi RAFTERS. ALTERNATE TO RIDGE 5TIL4P� H3® EVERY RR ' j' I _ ■ �'"' m N COMBINATION ONLY WHEN STUDS AND offilIft RPE(STRAPS ARF NOf RFQ1R1�WtBN OOLLHR TES Gf PROVIDE 2X4 COLLAR TIE AT (HIEN ALIGNED) .� FOR USE WHEN STUDS AND USE I "NAL DRi OR 2144 LLhM ARE E.OGATEP N Tt1E LPPER TM M THE UPPER THIRD OF THE ATTIC,SPACE i 1 L � +�-• p`N � (RAFTERS AL16N -RAFTERS DO NOT AL16N ATTIC SPADE APD ATTAaV TO EACH PAR OF RAFTERS W/4-IOd NMa NV 4-IOd AT EACH RAFTER) G5-22 STRAP AT - N 0 Z I I--' � to EACH STUD,5� � i (n 0•_. L5U26 FOR 2x6 LSU26 FOR 2x8,2x10,OR 2x12 DETAIL 4 O V ` @ M L a�aM U o �° � FRAMED OPENIN6 = � `_ � FOR WINDOW OR ❑ U co RID C E STRAP DETA i L / -R I DC E STRAP DETAIL 51MP50N 5TRON6-TIE 2x4 OR 2x6 EXTERIOR DOOR LU28 o EVERY GJ 5TW5 N:t lb"O.G. No SPECIAL UPLIFT � a ' (AOR CATH.GL6S WITHOUT COLLAR TIES) / 2 (WITH OR WITHOUT DOLLAR TIES) 2x AGQ LEV 6ER VV 3/8'x5'LA6 GONNECTOR5 REQ'D reo N T5. LOCATE AT // N.TS. LOCATE AT EVERY RAFTER BOLT 0 Ib"OG INTO 5TUD5 STRAPPING TO BE 1-114'X 22 6A. IN THI5 AREA ~ SAPfiAN STRDN6 S6PSON S1RON6 6ALV.,SEE DETAIL 4/191.ALL STRAPPING p� _TE LTS TO BEAR A MIN.OF 10'ON FRAMIN6. -- %#ISM STWJNr7� 1'19 NILS Tl?. f IGD wy rt Im IF APPLE / eo NAJIS TVP. GABLE END WALL -- -- -- -- -�--- - ----- -re Lilb OR H105 oirt�R I��+mN6�Ilse. PORGI� �ROcJI= DETAIL AT ATTIC FOR USE WHEN STUDS AND USE IN Gor�INATIIoN ONLY WNBI STUDS AND 10,��TRAPP I N DETA I L I I ,RAEl15it5 ALIGN RAFTERS DO NOT'AL16NN.TS. O STRAPPING TO RUN ONTO RIM JOIST,SEE DETAIL q/DI(ONE STORY)OR ONTO STUD j U \ AT WALL BELOW(TWO 5TORY) ROOF RAFTER HUR�.I DANE TIES • • • I \ , I �! I I N.TS. LOCATED AT EVERY ROOF RAFTER \ ' • • (n ATTI G o • STRAPP I NC DETAIL U ' SIIPSM POST GAP�, 12 FOR FRAME GONNEGTI ONS o •• n FlOQ7-4 AT US L IL . 2ND FLOOR �i � N(2)2x . . Z T z PROVIDE 3 X3Xb X3 WASHER PLATE AT ALL ANCHOR BOLT5 KINC7 FADE NAILS FROM V J M5T64W 4x 5EGURED BY WOOD SILL PLATES. KIN6 STUD INTO HEADER ❑ V , i COLUMN POST TOP A�NGHOR � �,�NALS 5I T5 MAY BE USED IN LIEU OF w B•D LEWTH LOCATE AT EVERY COLUMN/a RDER CONNECTION H/ti LP f" PROVIDE 3'X6'XD3b'6ALV.STEEL PLATE W 1 N.T5. �D 6-8D NAILS AT CORNERS AND INTER5E6TIN6 fl MN. /I NA" WALLS. 3'A2'XA3b'6ALV.STEEL PLATE W/ (4)NALS MN N � D••LWTH OW) i l I T __�NAILS �p 12-819 NAILS AT AT BUTT JOINTS N STRA16K SIMP50N L5TA12 STRAP W/ I WALLS WTERE n�tE SINOLE PLATE OR HEADER I'll2X6 KIN6 57125 NA.N). EACH JACK STUD G{F1R SPAN {t�'p -OD EACH END AT OUT LEWTH \ / _ BEAMJ � 24'MINIMUM LAP SPLICE ONE AT SPANS UP TO b FEET TWO FOR SPANS 6 TO 121$1 O FIRM MN t3D -I I- 2 1/8" 5/8�� A301 ROD THREADED b'BOTH ENDS. 12-IGD MIN NAILS THREE FOR 5PAN512 TO 16 FEET 2Xb JACK STUDS(UDN): � DIST*a 6F T/S tBrf6TNH NAILS FRE•-W 3/4 AND I ROD AT 5IMP50N STEEL 5TRON6 WALL,5EE PLANS TONE AT SPANS WO AT SPANS(EW FROM 6'ro 12' W it MN IST FLOOR AT ALL SPLICES THREE AT SPANS>12' UNLESS NOTED OTHERW15E ON PLAN SIMPSON OR A1 BASE SEE PLAN 2'X3/8'X3"WASHER PL W/►�1T EACH 5119E 0 (r Le of) 05-22 COIL STRAP I UPPER STORY SHEAR m 1 - - - WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL EXTERIOR WALL ❑ FLOOR TO I=LOOR TIES I l BELOH GONNEGTION _ 4 I FOR 5ET BAGK HALLS HDU HOLD DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER GONNEGTION N.T.S. LOCATED AT EVERY STUD \ I/2'm HEooH�ro APY,FEOR BOLT HV r \ FOUNDATION MINIMUM OR EXPANSION I N.T5. I4 I - I N.T.S. NOM BOLT V4/5 MINIMUM @6�MENT N.TS. Ca STRAPS U�of t!1145 FROME.bd OOMMON(0171 x W L1.TNEi)NAILS. 60L STRAPS OVER aflMM PRavDE IOd OOhf4GN(0171 x!LONGI NILS. \\\ 6 COLUMN POST BOTTOM ANGHOR Q \ KT5 LOCATE AT EVERY cowMN/stRD>�R CONNECTION , , „ ,� D ALLOWABLE HOLES - � TO Eur V4M Jac 8 NAIL o b 0/0 AT ALL PANEL ED6E5 IGD NAIL® 24"OlG Z U LVL Headers and! Beams As RR w a r� HIP RAFTER, IGD NAIL®24'0/C, "056 OR PLYWOOD W NW 5IMP50N HGP HIP 5EE PLAN SHEATHING Microllam® LVL RAS wwtr� CORNER TIE INTERIOR 1.3E TimberStrand® and Z) (�NAlS MN N LSL hole zone Parallam®PSL 2 x diameter of the )3 depth U NOTE:H�tE:24'NDE MINIMUM HAI-HE16HT WALL MUIRN 15 PIRVADED AT E?D5 OF I 12"WLS ( N hole zo largest hole(minimum) O BRACED WALT-LINE THE 80011 HOLDOWN MAY I I• D BE LC,5-22ND. PROVIDE TWO LONE AT EACH NAILI-Ne THN6 TO 5!M'S0N BP WASHER aY 1�1H�) ``\J c ` 80 NAIL 0 6'O/G i Cr210R d SIDE)GS 22 57RAP5 PER DETAIL 4 IN LIEU OF I - - LSTA36 STRAP'SHOWN IN THE DETAIL I SILPLATE W/8d 2X AGfi SILL PLATE DOUBLE o AT ALL PANEL 826E5 N(` - - - NAIL$0 4'0/G SILL AT flA1 BASEMENTS EXTERIOR -6YP5UM BOARD 0 0 0 Microllam® LVL and 5/8 DIA.STEEL.ANCHOR Parallam®PSL J 7'MNIMIM Ba.15 MAX 2',9'OG_ - - - - - ix p Iw VA1PY 819 NAIL N9 12'0/6 AT ALL E T EXTEND BMT5 MN.T'INTO GS-22 COIL STRAP ,Vac 9M TO RAFV MEMBERS NOT AT PANEL ED6E5 f1DN WIV TI6HTENEP NUT I D9OML allowed hole zone 3'x 3'WASHER TO EACH BOLT. (2)2 x 0 0 SAPr55N LTP4 PLATE NNID TO LSTA36 W/10-IOd NAILS $4 GON11NlOU�'13AR PROVIDE TEFMTE SEAL AND MAINTAIN 8�N LL SILL PLATE RM AND SILJ (LATE A li"0/G A 6M SIW� 15/32'056 OR INSIDE CORNER OUT5IDE CORNER middleY3 span LOCATED 2'TO 6' PLYWOOD 5HEATHIN6 d 1.3E TimberStrand® LSL allowed hole zone d r` r- BELSTUD ABOVE AND FROM WD TO FINISHED GRADE BLOW(2 EACH GORNEW FROM TOP OF WALL_ VAller Jac KrW_'W5. Tall=2,98011 NOTBB INNL I�rAel a��wrcx PLAN VIEW PLAN VIEW _ COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0131 x 25'LONG)NAILS.COIL � Cq N � N Co 5ff Tg1PDAnoN PLAN STRAPS OVER SHEATHING PROVIDE.lod COMMON(0.131 x 3'LONG)NAJL5. EXTER I V I\ WALL TOP Genera I Notes Q N N � N Co l] e- N M Co' N EXTERIOR /'/'it'OAIGi7 HEADER MAXIMUM ROUND . Allowed hole zone suitable for uniforcmly loaded LAY-011ER OR 1=A4LSE VALLEY PLATE HIP GONNEGTI ON /� I LIQ VIt VVI�1`iLl� DEPTH HOLE SIZE headers and beams only. ly nd STORY GORNER GONNEGTORS a 7(PIGAL ANCHOR BOLT a STUD TO RIM JOIST TO SILL PLATE 1�ET/-' WALL FRAMING 4" No holesnd incales nil5Y" 13/" • No holes in cantilevers. 0=5�T'-JR"<�AFPINO TLTS 18 7y"to 20" 2" • No holes in headers or beams in plank orientation. N.TS. LOCATED AT EVERY CORNER N.T5. LOCATION A5 NOTED N.TS. LOCATE AT E1/15RY$TUE PH T5• N.T.S. N.T.S. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as Indicated in illustrations and tables. A MINIMUM OF TWO BRACED WALL LINES(BHIL)ARE REQUIRED IN EACH DIRECTION OF A BUILDIN6. 131-LS SHALL NOT BE SPACED p(mED STRAP APD WALL ovTHN6 fl E)T MED STRAP APD WALL 6-EATHN6 � 0 O 0 0 0 O MORE THAN 60 FT APART, WALLS WITHIN A BNL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. 13WL LOGATION5 ARE TO TOP OF PONY WAE.L F IIS®�_I I NOTE. TO TOP OF PONT WNL F LEE-�_ Fo � � Fn F U) INDICATED ON FLOOR PLANS 5; DTTIZ tIGLDOM4J AT C,5-1N��P pRAI® 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE WALL PAf�S C6 A BRACED WALL PANEL(BWPJ SHALL BE61N WITHIN 10 FEET OF EACH END OF A BWL. THE DISTANCE BETWEEN ADJACENT PLAGED ON TOP OF HEADER PLAGED ON TOP OF HEADER � � � W Cr W ®'� M ED6E5 OF BWPS SHALL NOT BE 6REATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF THO BWP ON EACH BWL EXCEPT AT AT GRAD®WALL.PETALS O AND D. WALLS< 16 FEET LONG MAY HAVE ONE 48'OR LONGER BWP. BWPS ARE TYPICALLY C5-H5P SHEATHED BRACED WALL PANELS `D 3 I/2'WDE LVL AEADER(SEE PLOW o 01 b-IOD MALS AT PTi1Z (TYPE A)OR SYP5LH BOARD 65 M?E B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPES A CONTINUOUS TO OUTSIDE OF PANEL N ® AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENT5 OR ADDITIONAL CONTRIBUTING L.EN5TH OF BHP 15 REQUIRED. 'n BW TYPE�r- ARE INDICATED ON FLOOR PLANS. N 0 3/8'0 THREADED ROD Z z v J 0 G54613 CONTINUOUSLY SHEATHED BRACED WALL PANGS(TYPE A)SHALL MEET NOTE.WHERE 24'WIDE MNIKH FULL W16K THE MINIMUM LENGTH REQUIREMENTS OF TABLE 8602.105. NAIL 7(6"MINIMUM WALL CONTINUOUS ILL'4 MIN Dom'HEADER TO � CONTINUOUS IIV4 MIN DELL'HEADER TO (WAIL RETURN 15 PROVIDED AT ENDS OF 5HEATHI%WITH 8d NAILS a b"O/G OVOE5)AND 12"0/0(FIELD)AND PROVIDE 2X OUTSIDE KINE STUD(5EE FLAW OUTSIDE KIN6 STUD(SEE PLAW P/fg ECaE �� G5-W5P BRACED WALL LINE THE 80011 BLOGKIN6 AT ALL UNSUPPORTED PANEL EDOE5. PROVIDE 800 POUND HOL DOH N FASTEN J'5HEATHIN6 To HEADER W/ � FASTEN i'SHEATHING TO HEADER w � / Z HOLD"MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE a 6D NAILS 0 3'O/G IN EACH DIRECTION a 6P NAILS a 3'O/G N EACH DIRECTION WALL MIN PANEL �r W EITHER A 24"MINIMUM FULL HEI6 4T WALL RETURN OR A 48'MINIMUM BHS'. W SIM SON LSTA24 STW ON BOTH 510E5 AND W 51MPSON LSTA24 STRAP ON UH51fAneD HEIGHT(FT) WIDTH'L' TRIM TOP of PA48 A5 REQb H U EACH OF HEADER TO JACK STUD W/16-IOD NAILS FACE W Ib-IOD NAILS0- TABLE RbO2.105 MINIMUM LENGTH REQUIREMENT5 OF G5445P z q 32. b I/4'•SDS SCRET1i O W m CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W:' H FASTEN TOP PLATE TO HEADER W/2 H ROWS OF Ibd NAILS a 3'O/G zo ROW5 OF 16d NAJLS 0 3b)G Z 10 34' PORTAL STRAPS 147FROM EDGE ON W � W WALL AJAGENT CLEAR MINIMUM LENGTH OF U s II 38' BOT14 SIDES(4 STRAPS PER PANE) > Y HE16W(ET) OPNG HE16HT BRACED WALL PANEL (2)JACK STUDS MIN.OR PER PLAN 51MP50H CNW CORER NUT (2)JACK STUDS MIN.OR PER PLAN pO 12 42' W w < <64 24 � I-- BtAGKIN6 AT PAWL t3)6E5 � U � 8 64"TO 80' 52'r BLOGKIN6 AT PANE.®6E5 0 51HP50H 5-513 STRON&NALL SB Z BWGKIN6 AT PANEL EbSEri PANELVERIFY PANE 15 PLN11>8 �<64' 21' GYPSUM BOARD"6B"BRAGi�WALL PANELS(TYPE B)SHALL BE ~ PANEL SHALL HAVE A LEN6TH L'OF NOT ~ PANEL 5HWl HU1VE A LENGTH t'OF NOT � xx U' LE55 THAN Ib'FOR 8 FT WALL,18'FOR 9 L LE55 THAN IV FOR ONE STORY AND 24'FOR CTI �� LU l8'm ANCHOR BOLT OR q 64'TO 80' 30' 48'MINIMUM IN LENGTH ON BOTH 51DE-5 OF WALL PER TABLE FT HALL,AND 20'FOR A 10 FT WALL SEE Cv�> FF6T FLOOR OF TWO STORY APPLICATION. � NOTES DETAIL APPLIES TO W n O ADFE51VE ANGIHOR 80"TO q6' 41' 8602.105. 5EGURE)�'6YP5UM BOARD WITH bd COOLER NAILS, / SE PLAN FOR ACTUAL LE NOTR BOTH ENDS OF HEADER <64' 30' AglS'X IVa'GYPSUM BD NAIL 5,OR.OqB'X la/e'ANMILAR RINGED ACTUAL P-DTH TO Hf16HfT DIMENSIONS ARE cn •� � P-DTH TO IEI6H4f DIMENSIONS ARE � • 10 64'TO 80' 30' NAILS 0 7'O/G aV6E5)AND 1"O/G(FIELD). BLOGKIN6 15 NOT ESD THEN DETAIL'F'TO BE USED. EXCEEDW THEN DETAIL'F'TO BE LEM. � W REQUIRED AT UNSUPPORTED PANEL ED6E5 WHEN PANELS ARE (V ❑ a 80'TO qb' 38' - IF CONTINUOUS HEADER K USED OVER INSTALLED HORIZONTALLY. PROVIDE J015T OR TRUS` OR FULL 'Partial credit for panels 3b"to 48"wide per 8602.1052 HEIGHT BLOCKING DIRECTLY ABOVE AND BFIOW TYPE B WALLS. X earth OPElIN65 TEEN MDDLE WA11 " = rn 1 I P I GAL I �OLDOWN DETAIL �T � ONE JACK AND KIN6 STUDS 4 ONE JACK AND KIN6 STUDS ijRAGIHl6 IS NOT RE�r'D L EQUAL To Iii V CONTINUOUSLY SHEATHED WOOD or > 12" t FASTEN 1/16'5HEATHIN6 TO EACH STUD /� FASTEN 1Ab'SHEATHING TO EACH STUD TWO KIN6 STUDS �( FRAMED FLOOR A STUCTURAL PANEL "CS WSP" -TYPE A B GYPSUM BOARD "GB" -TYPE B AND,VLL WWcoMPaNNAILS*3'0iG AHD51LL W WCOMNONNAIL5o510/G L in } O O FASTE3NVIb SHEATHING TO STUD Z NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - - AND SILL HU 8d NAILS 0 4"O/G J PORTAL DETAIL'G ONLY APPLIES SIMPSON HD115 HOLD"W/14 I/4 SD5 51HP��ON HDU2 HOLDOWI HY 15-1/4' Z Q Q Q N.T.S. TO 2 FT TO IB FT WIDE OPENINGS. Q U) 5GR13^I5 N DOABLE @D 511119 505 SGR845 F No FLOOR ABOVE j� TABLE 602.103(1)BRACIN6 REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HDU4 HOLD"WA 10-U4W5 WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HE16HT,10 FOOT REQUIRED LEN6T'H OF WALL BRAGIN6. 2-1/2'A ANCHOR BOLT OR EXPANSION 5GRB5 IF FLOOR ABOVE PANE TO SIT TE FCIU-Y ON TOP OF CONCRETE FOUNDATION WALL CD ..... ....... 6I P°aAJ DfTIZ 1IRPON AT 66-WW GRK.t9 WALL HEI6HT5,AND 2 BRACED WAIL LINES BOLT NTH 2'Xr)V PL WASHER In'm ANCHOR OR EXPANSION BOLT W ADJUSTMENT STORY GONDITION ADJ)STMENT RT (> VER WALL ESD FAP6S(I`iPE A)HDU AS CONT BA5ED ON S1IPPORTIN6 FACTOR 114 9AR CONT N TOP OF CONCRETE CONCRETE 114 BAR DONT N TOP OF CONCRETE 2-V2'd ANCHOR OR EX PA16ON BOLT , - t\ O ® AT GfRAG®WALL DETALS c AM D. STORY BWL SPA 1,16 METHOD 613 ® 5HEATHIN6 EXP05LRE CATE6ORY ONE STORY G 12 FOUNDATION FOUNDATION FOUNDA7toN 113 TIE ® 5-0 M-6 AT MV TOP 10' 25' S5' EXP05L RE CATE60RY ONE STORY D 15 04 BAR CONT N TOP AND BOTTOM Q to �� � PAB5-18 ANCHOR BOLT OR V n READER OF CONCRETE FOUNDATION SIMPSON 581/8X24 OR PA61-15 ANCHOR 2 -i / C EXPOSURE GAT7=GORY TWO STORY G 1.3 �� /77 _l ROD W/WA9EER PLATE,SEN:DETAIL 15/01 PARS IB ANC"BOLT OR 3'e T44REHDED TOP 2O' SA' 10.0' '� E GATC-GORY TWO STORY D Ib EXTEND WALL SHEATININ6 OVER RIM JOIST BOLT OR Ye'THREADED ROD, LL1 da 51E=DETAIL 15/191 = 02 ® ROOF HAVE TO R106E ROOF ONLY 15 FT 1.3 PANE.FD6E OVER ROD W/WA51ER PLATE,SEE DETAIL IS/DI C) ^; OL TOP 30 7.0 145 FRAMED WALL PORTAL DETAIL TYPE D ONLY APPLIES TO b FT TO 18 FT WIDE OPENINGS. (n ROOF HAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARDS RbO2.10-%)MINIMUM LEN5TM TOP 40' 9.0' 185' ROOF EAVE TO RIDGE ROOF+113008 5 FT 1.15 WALL TO BE U5®ON FIRST(LOON APPLIC,A TION OHiY.PANG HAs SIMPSON STRONG WALL R&NUIRES BNGRlE0RID DE515N TO ❑ /V O� RECUIREMM FOR BRACED WALL.PANGS AT BRAGED WALL LINES. INAILL TO 13E CONTRIBLMNS LEN5TH OP 48'TOWARD5 Rvo2.103(O MINIMUM LENGTH TO DE TERMIIrE PANEL 5117E AND ANCHOR BOLTS FOR ROOF HAVE TO R106E ROOF+1 FLOOR 20 FT 13 WED ON FIRST FLOOR APPLICATION O LY. REGVIRL3•ENT5 FOR BRACED WALL PANES AT BRACED WALL LINES. AG1lIAl HORIZONTAL DESIGN WIND LOAD AHD CONDITION TOP 50 IIA 23.0 ROOF HAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ........ .......................................... ROOF HAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP 60 13.0 275 WALE_HEI6HT ANY STORY e FT 0.11 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL JOB UMBER 31b"O ANCHOR BOLT OR WALL W16HT ANY STORY q FT 0.95 ADHESIVE BOTTOM of 2 Io s.o 105 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D E DETAIL - TYPE E DETAIL - TYPE F 2016023 WALL HEIGHT ANY STORY II FT 1.05 BOTTOM OF 2 20' q.0' 19.0' WALL HEIGHT ANY STORY 12 FT i.l sa°•O"•''' NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALIE PER ENGINEERED METHOD W BOTTOM OF 2 30' 13.0' �,rj' NHBERHBER OF BHL-PE3R PLAN DIRECTION AT STORY 3 1.3 CO SHEET NUMBER N1r49Bt OF BH_PER PLAN DIREG110N AT STORY 4 1.45 BOTTOM OF 2 40 17.0 36.0 R BER OF ENI.PER PLAN DIRELTION AT STORY 5 OR MORE Ib 2 GYP IE FINISH O OD 6 FROM INSIDE FADE OF BW 1.4 (21� BRACED WALL PANEL DETAILS Z HOLDO1�lN DETAIL >�T SLAB BOTTOM OF 2 50' 21.0' 44A' APPLIES TO METHOD GS-W5P ONLY Z 2O N.TS. BOTTOM OF 2 bo' 25.0' 525' APPLIES TO METHOD 65 ONLY STORY 4'O/G 0.1 p. NOT TO SCALE O W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F H Z o U tl U IRID6t5 ro ALIGN cm.rox a.Dagw " —1`fP.EXf6zI0R WALL Q V � o 1"xq gmm6m 0 Z . RIDGE VETT FR40 off m � @ RIDGES TO ALIGN t 2 1- (n Rv TYPICAL R00FIN6: RIDGE VENT L ARCHITECTURAL 5HIN6LE5 HBfYONDLIN6 , « _ t 2 xg N >- 15 FELT UNDERLAYMENT In' ELT 00D LAYMEINs .. .. ... �..� .._.._._. .. :,:_aa...- F`mGN"OR N – 6'AZEK TRIM HARDIPLANK 121 y �.k t"f ` 6 PY Z U °) t_d a(n M . HORIZONTAL 10�' - _ - „�._ .�,.,,�. `" b AZCCCCK TRIM � Mr 5101% rxb"FASCIA �.. �.. A. �"TRM O Q w 12 i--� a.. ... -, .:.� :. BLACK DTI Bbx6x8 in r - b'AZEK TRIM BY I"FYPON'OR EG UAL m 12 `J ^ � IX PLYWOOD 51f�1TFttJ6r- 12 DBITIL BLOCK ODf186xbx6 12 rx�"TizM "' BY"FYPON•OR EQUAL 1 - 12 2 �p 12 b'AZEK TRIM 6. OH. =tp-�12 _ — i IN 6'AZEK RAKE BD WV - - _"�j�"-'—` � ' b AZEK TRIM H►2 ,. u, IN 3'AZEK TRIM(ICP) PL HT --,=_ �(+/)12 i ... 6'M16H BLIND _� ._ - 12 FLASHING N b"BLIND FLASHING ;.ROOF BREAK IN 6'AZEK b'AZEK +-,-+�_�-�--�--,�-+-- I RAKE BD W/ "' TRIM Al m HL '"� � IN 3'AZEI 12 12 METAL EYEBROW GABLE END DETAIL STANDING SEAM �"` - hlA\Bk � Al ROOF METAL ROOF - 116 a 6:12 PTTGM ..fA Ill Ili Nil fl+4fiH11NIEa BEDROOM 02 PL HT 1x6 FASCIA a - �b'BLIND ALI6N ...� FLaSHINs""`"FASCIAS _ Dar PL Hi U , - E I-0" RQII I'O' OR I- OH. IES.;I ,; - U) OH. i Z I'-0' i' ��� I I 6'AZEK -==_III=- II II - ---JL-I- -1i-J-I- -U == J'_ I-II_, I JH. 6•AZa I I I U 11 If Ill I 1 11 J ! I I I 3 1 >_ ll. Ej _ O Ln m OVER 61MAR Q ® Q I I I v E s - �/� II LIM,JI I 4 - Ix AZEK TRIM 0 l � J 1 Q ` I l Z s it I ° I 3 ( 777-17 1 FIRST LiiiLLL4I FIRST FIRST _ FLOOR LIFE ' 'FLOOR LINE FLOORFIRST LINT 77' 10'SQUARE HER 6 5WA CAST I BG523/b POSbxb PT. T T GAP ANCHOR a I I I I 6x6 P.T.POST WITH SIMPSON I COLUMN P 4 BA W/SQUARE C St #4 1846 SWA CAST I I t I FLAT GAP a BASE(OR EQUAL) I SIMPSON ABUGb POST BASE I I I I BG523/6 POST G ANG'IOR a ��v��u#46362 W/SQUARE -CORNER COLUMN TO BE ALL COLUMNS) SIMPSON ARft T BASE I FLATLGAP a BASE(OR EQUAU I I A4 PROVIDED W/SPLIT KIT I I I I I (TCP ALL GOIaM�15) I -GOIZ�COLUMN TO BE r�RoyhDW W SPLIT KIT I I I I I I I I I I I I �N R�r FLOM I I II I I I I I I I I I � - - - - -- - - - - - - - - - - - - - - - - - - - - - -- L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - I- - - - _ UNFINL FLOOR D Lam- --- - - - - - - - - - - - - - - - -i- - - - - - - - - - -i- - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - -i- - - - - - - - _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ � m .FRONT ELEVATION FRONT ELEVATION ° w0 3 6 = I-0 � U UNIT 82 UNIT 8 1— c/) � H MODEL A— 1 (HOLLY) MODEL A (LAUREL) U w U O 0 RIDGES TO ALIGN 4 r RIDGE VENT RTD6E5 TO AL16N RIDGE VENT APPLY ICE a WATER WELD IN FAIR _ �,� __ _ - -� _ .: _ yam-. WEATHER HIEN THE AIR ROOF DECK AND HARDIPLANK ..,...�,, . .12 ....: :::,: �..... .., :, 'y-• .....:� . MEMBRANE ARE AT TEhPERATME5 OF 40'F HORIZONTAL 51DIN6y,_, 6"AZtK TRIM 12 (51G)OR HI6H R t 135 GKET OND I BEY AZa RAKE MU .:,a .. -+ _ ter,-t.. . .,: - 12 :t 135�., ,. :..,.: ... a y ®I , ''' '7 Ik 3'AZEK TRIM(TCP) �--� -+� ; H N N vi N INLSTALL ICE t WATER SHIELD -- DENTIL BLOCK*17 I_Bbxbx6 '� 00 PER MAR FAGTI1RERS __ __ _ .„.. .y. -- ° - --" �- '�r-�-+-�' C] N M c6 N .... �.t- ..� r- _ - "-r-BY'FYPON'OR EXAL y` .e.�_�.tW ..- .r... .i. ,. 5PEGIFIGATION5 TO MAINTAIN e... x:_ - ,.. •E PRODUCT WARRANTY -- 12 n -�T -•�7= BEDROOM PL WT 12 tIO L® 12 6--k-125c RYL �.. :::�a.m. AI.I 12 .ol'-0' TYPICAL ROOFING: (�/112 _ -..�:_�.»��LOLNB.T _. OH. - -OH• ARCHITEGTIIRAL 12 I 12 _.,,� _G_ INSTALL ICE a WATER SHIELD :,.-....:.,.-:,.a:..:...::»«-...,-:�.�_.. _ �....::,:�:- �,_ -.E.,:�12 � �y:.,:� '� PER MANIFAG1UR625 5HIN�LE515#FELT AI � -, -- 12 - SPECIFICATIONS TO MAINTAIN UtJDERLAYMENT �- �,� .. e _ PRODUCT WARRANTY 1n'PLYWOOD i 5FEATHIN6 ' mob'1116M BUND - Ixb FASCIA BD b• - I U _ 4 FLASHING r FLAffl z v APPLY ICE a WATER SHIELD IN FAIR 0 0 0 0 0 0 AL16N ALIGNWAI Na FASCIAS �..._ �FPSGIAS ;: _.._. ::.r ,. MEMBRANE APE A'T1A1URE5 : OR HI6I8R .., Ill If 11 mt , AiK DINING PL Hi � � ' ....>_� .._. w w w w w w asp -. _ -._.: _ BRKF57 PL HT 6'AZEK OH.,, @ SII a ..uav ... a s i FRIEZE W. -- -- I p o µ OH r. �, i t � I I I I 11LINE I -- OH' WALL i I i I — - - .I ��::: :50FT1T -�I- � EXTERIOR -\I J Is T - - ' _ -MP�RDIPLANK SHINGLE SIDING . . -TYVEK OR Ed1AL - - A.. -- --- W -- D 711 - -1/16 05B SHEATHING e' 2x6 WOOD 5TU05 0 16'O.G. � 11 Ill4 -6'R-21 BATT5 Z ;P © © "" 4 GARAGE - „.. ,a. &ARAI p WAIL w:,I' Q Q - w V J HALL BEYOND Ix4 AZEK TRIM I .v I I : a cU7 ! i I I I I11 Jill I BtYOMD. . ! 6 O } I I I I I ILE ::..I: I I O m FIRST LINE .. >-FFLOOR LI FIF NR LUQlilt Ill lilt I III it Ili I IT 1. 11 FIM. IST FLOOR I j ~( wbi _ [� ELEV= O'-0" 0 L m Q I r—�l I — — — — 1 ===r =� I F I TAl1 I I I I I I III I III I I I I Ix4 AZEK TRIM I III I III 10'5QI�ARE 1846 PEP14A GAST 6x6 P.T.POST WITH SIMPSON BC623/6 POST GAP ANCHOR 4 I Z EXTERIOR SHINGLE 50IN6 I 111 I II I I I III I III ( COLUMN#46352 W/5QUARE U) o -TYVEK OR Et�IIAL I I I I I I III 1 II I I I I ( I III I II I I I FLAT GAP 4 BASE(OR EGUAL) I I 51MP5oN ABU66 POST BASE I c� W _��5�T"'; OL. I I I I I I r ,y I I I I I rrrrr 6 I I -�L ' • I III I 11 I I � I III I III ( PROVIDEDT KITE I I I cn z - 6'R-21 BATTi 5 I I I I I I I Lw�"_°°W� 4 I I I I �W'I�°W _-- E..� w I I I �, I I I I I I I I I 2015 IRG-62427.8 (503x) w 6 6 VENTING 5Y5TEM TERMINATION LOCATION: cn i I I I I I I THE van TERMINAL OF A DIRECT vatr APPLIANCE WITH AN Iii U INPUT OF 10,000 BTU PER M W 13KW�OR LESS 5NALL BE H- twlK Bei K _ LOCATED AT LEAST b FROM ANY AIR OPENING INTO A _ _ _–_ _ _ – _ —_ _– _ _ _–_ _ _ _– - - - - - - - L _ _ _ ^� - - - - - - - - - - - -I - - - - I� - - - - - I- - - - - - - -I - - FLOM - - - - - - - -- NOT 5 HOURSFIALIOL Z _ _ _ _ __ _ BUILDING,AND INPff OVER - - - - - BTU MR HM Bur - - - - - - - - - -I- - - - -- - = -I - - 7 - - - - - - - - - - - - - - - - -- - - - - - - -I- - - - - - - - - - - - - _ - - - - - - - -I- - - -- - - - - - - - - - -I- - - - - - - - - - - � INiiTALLIDWITHA91 GEARANCE, 3 AN APPLIANCE NTN AN INPUT OVER 50,000 BTU PER H aR Z Q Q Q SHALL HAVE AT LEAST EA 12 INCH VENT TERMINATION U GLEARANC.E THE BOTTOtM OF THE VENT TERMINAL RD TIE AIR -V E U 'REAR ELEVATION -REAR ELEVATION INTAKE SMALL BE LOCATED AT LEAST 12•ABOVE GRADE co a t�O B�RT q �. 3/16' = V 3 6 = I-0 2015 IRC_R3122.1 U v ym IN DWELLING UNITS,MST THE TOP OF M-SILL OF AN OPERABLE WINDOW OPENN6 15 LOCATED LE55 THAN 24' Q n1 UNIT 81 ABOVE THE FINISHED FLOOR AND WACETt THANW T2'ABOVE L "( UNIT 8 2 THE FINISFED GRADE OR DT}BR SURFACE BROW ON THE W ,.\\ EXTERIOR OF THE BUILD>IN6,THE OPERABLE WINDOW SMALL = ��3�`"''^ � . C 41-Y WITH ONE OF TIE FOLLONIN6: •OPE IN%THAT WILL NOT ALIAW A 4 INCH DIAMETER SPM92E � ' TOO PASSTHROIKH THE tOPENI%IN ITS LARGEST OPENED /v MODEL A (LAUREL) MODEL A— 1 (HOLLY) •FALL PREVENTION DEVIGB THAT COMPLY WITH ASTM F 2090 °(TEE WINDOW OPENING CONTROL DEVICE AF FE R OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO ...............................:................ RJLLY OPER SHALL NOT'REDUCE THE NET GEAR OPENING JOB NUMBER AREA OF THE WINNOW UtNiT TO LESS TWIN 5.1 SMARE FST. w2016023 00:Al DUET CLUSTER = SHEET NUMBER UNITS 81 & 82 ELEVATIONS- w { 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED R106E VENT c/) F- "FIRE RETARDANT Z PLYWOOD 5HEATHIN6 E 2"x8'R106E BEAM = `y' U 12 12 p 12� 712 z 2"X6"RR O L- � m ca ® I6"OC,. F- :3 � U -� U RIDfiES TO ALISN RIDGES To ALIGN (2)2`X10" N o 0 4 PT 61RDER F- +-" Pn� N r N Pica VERT RIDGE YEI1 SECURED TO z 'L) T•5 WALL® z L- D-U)a U.)M EN05 O Q w M . l 12 HARDIPL.ANK 12 ".�".�"a: — — = fin �' � .. - . q II - —__ 55 HORIZIPLAINK ONTAL SIDING HORIZONTAL SIDING 55 I?q ;i ❑ r~i °D 6Uf=d LEADER5 �--- U ALL 6UT1ER5 d LEADERS 5NALL BE BAKED __. -- WHITE ALUMINUM A32'MIN.6AV91E,NUTTERS 12 _ _.._ �,L.��- SHALL.BE 5'5EMLE55,Os.STYLE IN ALLibs ...-.:" y _ fn RELATED d REQUIRED ACaSSORIES. LEADERS RIDGE VBJf RIDFaE VENT - �' 1" t b 4 v a SHALL BE MIN.2'x3',021'6AU6E W/CLIPS d 2 ANCHORS. GALIK t SM ALL JOINTS. PITCH 61YT ER5 MIN.1/b'/FT.PROVIDE P.VG. DbE VENT - - - -- - REGEPfORSb'ABOVE 6P`ADETORfiCEIVE -�,,•- _� .. -�,..,.�.r.::- . .�.�.�. ,:,..:,.��....�;:.::...I.�:--t�.:-�,.,.a:., �_- ;a,wA«q'+M��F.��. � LEADERS(CLOSED GAP DE516W. ��- D.H. qlt OH 12 GLEREriT W LLLL. 2■ ■ BEDROOMSBEYONO 12 ABEYOND 0 16' L.W/VENTED O WALL BEYOND VINYL IT BRD �.. +,-J...r��-..::.L�.a...» 7..L... .. T r 1�+ m�� 4^T^G r'.+.x.,4 :«:,..J. .,a,.,....+ ,y.:e,.1�,r.,..?a.:;..1. 12 r .. 6 �,-�:::.- J ti RooF O COVEREDOVER V PORCH BEYOND OH. Ixb FAWA BD. BRKFST PL HTIt BEDROOM 2 PL HT I v TR BN2 PTL HT O IO-0ji 6AfRA6E PL HT OH. b'AZEK _'. ' �I, I 11-0 10H• �li O L l J „ .. _ ,�n i ''V FRIEZE W. I 1 - _ -- !,I - 1 I iI II ~ II 4 WALL BEYOND I II WALL O 4 i 66ARA6 4 GQLUM+•Covet® I I GOL"a COVERED w 6OL"0 COVERED- BEYONDI I FlORCH BEYOND PORCH BEY iIFTj ITT I I Ill 11 It Ill I I I I Ill I I I I Ill I 1 11 Li Ill I I FRONT PORCH BEYOND II II Ii II I I II 11 FIRST FLOOR LIFE I I FIRST RE I T LINA I I I I I FIN. 15T FLOOR FIR5T FLOOR LINE — — — — — — — — -j ELEY- I I 1x4 AZEK TRIM I I I I I _ - - _ �I I Ix4 AZEK TRIM 1-- w FSP BEYOND 6I 4'P.C.0%.SLAB W OUR I I I i I HRATED EXTERIOR I I I FDI u 6-o AI.1 I BEARING WALL eA55EMBLY- 5EE DETAIL: I I I m (� _ I _ _ _ ____ _ _ _ _ ___ _ _ _ _ _ I I 1 1 1 BREEZEWAY SECTI ❑ w 0 u•PIH BSMr FLOOR UNFINI BSMT FLOOR SECTION -�J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - -- -- -- -- -- -- -- -- -- - - - - - - - - - - - - - - - - - - -IE - - -��- J NTS. Al . l � U LEFT 51 DE ELEVATION -RIGHT 51 DE ELEVATION BREEZEWAY 510E)_ [-i 5 6 = FON 3 6 = 11-01 Fa - UNIT 82 UNIT 8 2 z U W MODEL A— 1 (HOLLY) MODEL A— 1 (HOLLY) 7a: U O p 12'UPPER 6ABLE 12"LIPPER BUILD-Our BLOCK RILD6E5 TO AL16N BLOCS RIDGES TO AL16N 4 RIDGE VENTR1D6E VENT RIDGE VENT RIDGE VENT RIDGE VENT 6 ,.. >..-...:. �. ::»..a«..:..,_....1..�...«.»».«6 ri o ri OH. _.: y,.�,,:»,..--,.....:..,—.M-mow. -�.�._:�....:• � �=c-:r ate.=�---==.ter..'':.r.1.'�+.�.._ I: r ps«..,.•..«cepa'.»»4 a...�...»«..b...a..,.W,..:.w.�� ..w*«,,-,.,.«, r��-` � I w mom VENT RIDGE MEW �:.: :�...�.:..::,:....«...:....�::.: »:::::.�..�,:,:,,..+ 11•„6. _ a,s,.,.� - -- -,—...:.�<-���_-..�..:.��:.�:s:�.-.� ''.'a"°12``"°:�'�'°°`°"`-",r.,.`� _ ._ �. .:rauu:a,::,.b,...s{T.✓e_;�.ss�iw.e:�k-.t_�.n�=:d.:r=1a„T^.kxT. T«_A 1 .f � Aic'S� ,�—!+mn� xw{c 6UT�d LEADB2S GABLE .. M ..t ..,.. .-» OH. I 3 .«.. .<«w......:ww:.:: .s„Wx.....-:s:w=:!=s,el-.she -4. - 5�.. ALL GUTTERS d LEADERS SHALL BE BAKED OH -' . : . . _ - .' 11�• ABIF 1ABLE 1 WHITE ALJIMINUM 032'MIN GAUGE,6URER5 " -'"""'T 'g "' "�" SMILE..i«... ��..,.:b. _ _ SHALL)3E 5'SEAMLESS,06.5TYLE YV Am I .. .:,.a - «::.,: ..: <: OH. OHI. 60H. -- ....x«y. �_....... 6� ,�. ..�.-:�.«. RELATED d REQUIRED AGGE5501i LEADERS ....,_:.. ...:s.. <:,.. .«:;_::: „::::.. -_.. ....... �:_;:.: y � -_ �y _.� SHALL BE MIN 258',A21'GAUGE NI/CLIPS t FLASHIN5 - - 4, �.. AWAOR5. CAULK t SEAL.ALL JOINTS. PITCH , a.---a—; � .::; =.a1,�� ___ ., ..�- - a� � 6UTTEZS MINI Vb'/Fr.PROVIDE P.V.G. k ''_�«,:,:: ._, .::: «_. �.:§ a y �sR�,r.ry.�: _ �... a.-- .--�.�_ ROOF a COVERED ROOF O GOJBZEL7 I Z Z Z Z Z Z �. ,. -- ",� PORCH BEYOND PORCH BEYONCD r O 0 0 0 0 0 RECEPTORS b ABOVE 6RADE TO REMNE - .,.. LEADERS(CLOSED GAP DL516110. ,.. ��•�_ , Ixa PA661A BD. .w.._..........r_ ... , _ .� w w w w COV.PORCH COV.PORCFI .a . 1 i PIL HT PIL"T 6ARA 5E PL HT BEYOND '�"� °" GARAGE HT.. I E I I 1 11 1 1 It Ia'AZE: I l I t _ FRIEZE BD. _ - f f ARA ::.ww..ww,:.., ni...:aw:, s.'1 WALL06 fi i'� '...' a E 1 � - - � . i « BEYOND II , 4 - - - 1 � � i � 4 z I I GOLUNfI a OVHRHD�PORCH BEYOND: It it I I 1 11 11 1 11 If 11111 11 11111 11111 it ITT ,^ i E LJJ v ..,�..�: :..,.....,..:....:a:,,� V 1 11 IlAi 1 111111111 1 1ill Jill 11111111fl Ili [ Ill it O Q �. n. I I I I I I W O w FIRST LINE ;ii..».:..:.:a:a..: :.... FIRST LI►!E FI FLOOR LINE w U ' I : ,;s,::..;:,c,..::;.:. . I f I _�_:...:._........_. _ — W N.�{. FIRST fi00R INE .. W p v o I IX4,NZEK 1 I U) 1-- I HOUR TED EXTERIOR AI.I z BEARIN WALL I w I I I I I I ASSEMB Y- 5EE DETAIL: I ❑ �-� w 2015 IRC,-6242-i.8(503.8) W a I I VENTING 5Y5TEN9 TERMINATION LOCATION: _ En THE VENT TERMINAL OF A DIREGT VENT APPLIANCE WITH AN ui c) INPUT OF 10,000 MI R HOUR MW OR LE55 SHALL BE -j 0 PE LOCATED AT LEAST 6'FROM ANY AIR OPENUN6 INTO A OIL UNPI BSMi FLOOR — — L _ _ _ _ _ _ _ _ _ _ _ I- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ "'esMr BVIDIN6,AND SUCH AN APPLIANCE WITH AN wvr Ovm lopoo 0 m - - - - - - - -I- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- - - - - - - - - - - - - - -- - - - - BTUPEfLN01fitBUfNYDTHVENTT O0B1UPEGLEARAR HOX HNIBE Z WTALLED WITH A q INCH VENT TERMINAITON CLEARANCE AND w AN APPLIANCE WITH AN INPUT OVER 50000 BTU PER HOUR z Q < SHALL HAVE AT LEAST A 12 MH VENT TERMINATION Q CLEARANCE THE BOrTTOM OF THE VERT TERMINAL AND THE AIR INTAKE 5HALL BE LOCATE)AT LEAST 12'ABOVE GRADE. U) .... 0.f.. ..... p ...... . G .� J B ERT C) RI BHT 51 DE ELEVATION LEFT 51 DE ELEVATION (BREEZEWAY 51 DE) 2015 IRC,-R3122.I 3 6 = I-0 3 6 = I-0 1N DYFILIN6 UNIT5,HUE THE TOP OF THE SILL OF AN � V � � OPERABLE WINDOW:oPEaN1615 LOCATED LESS THAN 24' Q (n °e ABOVE THE FINI5HE D FLOOR AND 6REATER THAN 12'ABOVE THE]FINISHED GRADE:OR OTHER SURFACE BELOW ON THE W UNIT 81 UNIT 81 �I°H�THE OF THE LL° WINDOW _ n GOM'I.Y WmN ONE OF THE FOLLOWMS: o ERE CIO TO PA555TTHROOLOHI THAT HILL E OOPPENI%IN IALLOW TS 1WH LARR6E51T OPENEDAMETER POSITION. ❑ i VV �(O� MODEL A (LAUREL) MODEL A (LAUREL) •F W. DOWOP�DE,��ArGMI-Y 2OqO (T}E WINDOW OPENINA6 CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO ...................... FILLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING J UMBER AREA OF THE WINDC)W UNLIT TO V65 THAN 57 SQUARE FEET. w2016023 = P4 L-A DUET CLUSTER SHEET NUMBER UNITS 81 & 82 z ELEVATIONS u) A 1 w p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) H Z W E j o U p a� Z � s O o 52'-2' 2'-0' r L) AIJ A-b A-6 N o DIRECT VENT WATIN6 EGM Aool LAurE rl FARANrF ApPLIANGlS 12'x' �'�" q'b' 14'-8' Z SHALL 13E INSTALLED NTH THE Z V GLFARANGCS FROM UNPROTECTED54,2" O x cy) CO IXISTIBLE MATERIALS A5 G 5'-2' 4'4'M O. 5'-2' U Q W M INDICATED ON THE APPLIANCE LABEL 1'-2' A I'-0• AND IN THE MANUFACTURERS T AI$ LRE OF REAR CHEK t co INSTALLATION INSTRUCTIONS. 6 WALL 0 UNIT&2 rn 52'2" WALL 0 UNIIT 62� ❑ = M oho (FD1 `° �rJn A/ M V = } r----I q'6' 14'-10' 14'-g' 13'-2' d FU = g 5'-2• 4'4'M.O. 5'-4' TYPICAL PORCH SLAB o - - = ".1 .._ -- ^i� TYPICAL PORCH SLAB o A.11_ - __ _ •4'PL.SLAB MIH 3500 P51 GONGJ in � I 2 • RBHFORC®NTH bxb,10no W1rN n EGRESS v 4'PL.SLAB MN 3500 PSI LONG) 6 V •TAMP t FILL TO g5%D9G11Y I y.f. WINDOW FDI I'-2' 1'-0' •RBIFOW"NTH",IOAO KWM. FDI 1'-0' I'2• 4 o TMP t FILL ro g5%DB��" � 10" 10'- ' 1'-0" 15'-10' g" HD I o HD - - - - ir .fix ; a 4'WDE J015T r I!: 2x12 FLOOR JOIS - -. _ . _ ._._ P/ r----� SEAT.TO SEAT 2 Z 0 Ib•or- d /7 l- t2J 2x10 P.T. FDI , I 'aa Y 4 ERA/=(-)r-4' WI 4 O 4'HIM JO15� "' - - - SEA7.TA.SEA II 2k 10 - 10" 13'-0' 10' 4 `ro 2 13-g� .n -0.m ' g' ' v T-0' 8" T b' 8 12-0• F- MD o 'IWESS II H ta/=(-)1'-1}' SLAB SEAT N '_ _ " T T 2x12 OFLOOR JOISTS WD�OW _ - FDI PROVIDE FTil4 - • . I 4'WDE J015T SEAT. HD O INTAT TO WEC.HH IP _ - - - - `_ Y r r =-,: - - `_==1 - 4i7 _ - U) - - 1 II 4 - PER GORE TA.SEAT B EV=(-)f'-i�' I p (n WH 4 4 1 FDI FDI - - (2)2x10 P.T. b -Q p 2x12 FLOOR J0675 Z ALL EXPOSED HOT WATER - I ( L_ J I'-0' v �, 016.OL. 1= O PIPING t DUCTS r BE 4 I TMP.BEAM POCKET WRAP 13405 OF HD • - _ T'-0' g• r-0' -0" 4 U INSULATED AS PER LOCAL 4 `P 1 ' RJI I 4'WIDE JOIST SEAT. o DIRECT VENT HEAT1NO EQUIP. 1 GDR 1^U ALUMINUM AT POGKEr OR b �� ! 2k io' GODS. (' - - � .r I I - TA.SEAT B.EV=(r'-I�• APPLIANCE Q FARAur,E ApP!I PROVIDE 1/2'AIR 5PACE ALL SIDES 1 I ( C( I I v SLAB SEAT I� FDI _ ) GLFARANGEri FROM SHALL 13E INSTALLED WIMPROTEGT®T14 THE O lo" _ IQ 8" mi Im 4• f r -T I q'6" I -I 13,-0. 10• I I I I I I -4Ln I� I ;Z. _- _ GOM611BL.E MATERIALS A5 - T J I 1 I I I I I '^ I 4 INDICATED ON THE APPLIANCE ~ M 2x12 Iz Ja T5 1 I 1 II L 1 I `F-i �( I (41 - 1 J I I ) I I ( °1$I{ TYP.BEAM POGKEr WRAP FD1 4 Q 4 AND06TIN TH ON I Tm cnoER O ` ' J _I I i I6 oL. I I — - - - r - 1 2x12 FLOOR JOISTS I I 112 FLOOR JOISTS I 2x12 FLOOR JOISTS 10' q'6' ENpS of GDR Hu ALLUWMHIM I6'-8' II'4' 10 ❑ lE I L J e Ib'OL. 1 J i ;( I( e I6•oL. I j e 16'oL. lo" - I r -I AT POCKET OR PROVIDE I/2' _ I pFOUNDATION I oN 4 PROVIDE FRESH AIR 4 -U I I L4 Q - - T - I AIR SPACE ALL SIDES tNTH n _ n n , n $ ° Z J �� 24k 12'PL.FOOTING Wi r' PER GORE WEGHH EGILP W4 (i 10 _�� L 11-I 15- L L / ' 1 q-5 - 13-7 n \ / I I I 2x12 FLOOR J01575 I 2x12 FLOOR JOISrS 3}'DIA STEN.C UWM r -�-�_ i 11 r � 4'NDE JOIST � x12 FLOOR J01 T5 I14 o I6'OL. I I I I 012'OL. I ��Or�1��M {�1 4'WIDE J015T - ON 30"x 5Ok 12'DP PG r I I SEAT.TA.SEAT 01 O IVt SEAT.TA.SEAT `ti FT5(VON) L I J (2)3�'XII�'LL�FH USHH 6DR L J (2)3j'XII?LVL FLUSH GDR =(_)I'-w - I` - LOCAL / I i 3j'DIA STEEL COL" r 1 'INSULATED AS gam/ I I I I I a ev=(-)I-1}• r UNDER BEAMING WALL ABOVE _ TIN BEARING HALL ABOVE _._._ _._ _ a // E ON 3ok 30k I2'DP PG IGOD� I I - _ _ FTC NON.) r I H� - -- = - - - - -- - I�= I 1 q'-0' 14'-0' - - 15'-8' II'-10' I 10" 1 TYPICAL BA5B4B4T SLAB _ �! �// Q om. - DASN�LINE INDI ETAS ' L J I I i 4'PL.SLAB MN 2500 PSI GDNGJ 3 g" 5'-q" D Jf FIRST FLOOR NW157�BQVE r L J TYPICAL BA5EW W SLAB I -1 0 - _ A06 ML POLE EDELBE VAPOR J ry 4 NDE J015T I �f DASHEF1IGATI=S •4'PL.w B MN 2sao �J 1 FaATION WAIJ .�T. II R ( BA63t16t " y� '� �^ . �`� I I •A06 N11L PDLYETHBBE VAPOR � I Io'PL. - - -J T.- - L J •4'COMPACTED 6RAVEL 516E r r .. , SEAT.TO.SEAT L J WITH D MG ON NNFORM Y GRAD®STOLE W A 2X12 6D�.. ._ ElP/-(-)I' tr 10'PL�-TAY1 FDI fj FIRS�FLOb WAS i I •a'COMPACTA STS BASE i F I -= W J L_ _ - - - U _ I QLIFORWI Y GRADE)5701E W A r Q Q MAX SIZE A66 WATE OF15'- _ �_ _ ._ - _ _ ( I I U) COWPAGT TO O5%E7BSITY) \ - _ - _ - � L SIZE A6 To 6AT DBF V- 1 ElEVb L �a�• I I - I 2x4 P.T.STUDS' `r L 4 - r - I - x cD MAX SIZE AFbiZ<SA7E oFJ4'- m uNFIWUSFED BASB"ff34T WITH 3%6'(R-I3) - - - FD1 r� �1 I \■/ J h 1 _, ° _ •g'o•CEILING Hr. BAT75 AND SILLS - IE3 b g 5'-2' 2'-0' 4 I ?� \ u, 3'-8' • T l lD 'YR 13)LLOSW CELL SPRAY FOAM ■ w O 41 � INL=UL ALONG INSIDE FAZE OF RD. 0 16 O.G.TMP. .-_ ._.._ - � O � 4'HOE J015T I � �, 8'-0'GELM6 HT. ( I I 't ❑ WPdJ_�r HAL Nf OR DROP®BLANKET _ n - „ I 1 v O SEAT.T.O.SEAT I N J, •(k 13)uoSEv CELL SPRAY FOAM RYiLATiOiN b'-1" rr - .-� _.. 2x1 L OIR JOISTS aJ I ELEV=(-)I'I�' 1 1 r 1 r -1 N51A ALLN6 8510E FACE OF RD. L :_-_ 11j W/�15 RILL Hf OR DRAPED BLAND i L_ l_ _ l2J 2XI2_Fl U5H LVL GDR._ - �- 3iiT2 - -- - - - - •ALL EXAO'�FIOf WATER PIPING ?�tp �-, 1 ,f- - NEILAIITT AFbA7R HEATING DUGT5 TO BE j - - L' I -�^- •ALL EXP05EI7 HOT HATER PIPING INSULATED A5 PER NYS.GODS N� I L J` �. -L J AND/OR NEATiN6=75 TO BE F- - r HD 2'-0' 10' q'-0' 10'-4' o MI ATED AS PER NYS.CODE v_ L 1 J (3)22x12 FJ - L - r 2x12 J015T5 - - - - 4' ( _ w r _ A - v 'I TDA EIN.= 8'P.G.FOUNDATION WALL p n JI I L b'OL. ;V 3`"'1` 2x12 FLOOR Jol TS ( 2x12 FLOOR LSTS v r� - = 0'-0' NTH DAMPROOFIN6 ON I 4 2x12 FLOOR J01 1S - I I - ( I� 6 16'O.C, ! I e 16'OL _ I6"x 8 DP PL. NG o Ib'OL. �( 4 STUDS WITH ,n 4' i uP IRR g• - 13'-8" s'-2' r-0' g• " I I l �= sltt PLATES - 11 _ >e5 GORNEi2 W/ 4'-0' I HID E - -71 � 5' 51115 0 1611 1 E65 6 MI17P01 OF q, 13r -, ((�� _ _ _._. _ _. _... _ __. i- -_. _ - L.TMP. H r ) 4 v Il' -8'PL.FOUNDATION KALE - )?X122XI2 F� V 4•WOE JOIST I ( FOUNDATION t I'-6' Z SEAT.TA.SEA = TDA ELW._ -t 2x12 Fi00R JOISTS Tv W r FROM TOP t MOM. I I WITH DAMPROOFIN6 ON STV=(-)I'-I}' I_ - -! _- I Q I 4 I 16'x 8'DP PL.FOOTING 4 O'-0' I 12'PL.FOUNDATION r 4'HOE J015T 2'PT.FURRING TRIPS WI 2'PT.FURRING STRIPS UP 12Re WALL NTH SEAT.TA.SEAT B 2x12 FLOOR J015T5 `t O g TYPICAL PORCH Q 2k 101 I WITH 2"S AM I I KITH 2'STYROFOAM �; 2 1 Z 4 • DAMPROOFNG ON g 4 U AI$ 0 16'OL. d I-6 `� SLAB SEAT WL.(R=IO) I r�- �1 i g� t° ®5D 24k 12'PL. FDI �_(-)1,4 O 1-0" •4'PL.SLAB MIN 3500 h'-0' g' I Lul - L I 20'-10" IN5U1.(12=10) g' 2' 3'-1• q" I 5'-0 4' �' FOOTIN6� II'4' lo" FN CONG ImNFORG® I UNEXCAVATED TYPICAL iv 0 4 UP NTH 6*IOA0 HWM. u� 2X6 FUN4 GARAGE SLAB - `r •UMP I FILL To q5% WITH TOP OF •4'174.SLAB MRL 3500 P51 CONW I I #GORWER REDAR5 W/ 4'-0' - - - --- - _ DENSITY FJ 0 12'Or- I 4 REIWFOR.C.ED NTH 6x6,IOAO RWM. I H I •TMP t RLL TO q5%DENSITY •4'PL. MNL P51 LONG) ' ' HID O 'ry n I R J • - T4 'SLOPE 6ARA6E SLAB DOW 2' S NIH WAO KNA FOUNDATION WALL t I - Q 7x 2 BOOR JOISTS — TOWARDS GARAGE DOOR FDI •rAMP e F ro q5% I FROM TOP t BOTTTOM. I - a lo" HD• __ _ _O • HD E I I SLAB T • HD 2X6 FLUSH WITH TOP i -I - -- - -- - -_ �_ _ _;__. IN I OF FJ 0 12'or- E ry IJ 4'WIDE J015T ' L - r V SEAT.TA.SEAT 8' FDI 20'-10" Sn ( I ~ 8' I b. 6' 8' b' 8' r 1 GARAGE 5LAB w zz UfJEXGAVATED TYPICAL cq I l •RPJHFOR W NTH bx6,10no WAR N "r •4'PL.SLAB MRN 3500 PSI CONG) 0 � N M o N 4'PL.SLAB MN MOO PSI C40ZJ ( TYPICAL PORCH SLAB T _ • TAW t FILL TO q5%0136ITY ( 4.. MWORCE7 NTH 6x6,10/10 KXM. Is Q N N t` N o0 W_�� $ • LOPES A 1!SLA D"2' I A - - •TMP t FILL To q5%DEsnyTOKAJWo 3 • OR AB =� ABAB I I v - FDI FDI Q A b I TOP DN=-NOF WALL Ji 1'-8" 8'-0"M.O. 11-6' I'-5' 8'-0'MA. LINE OF FRONT 6AIRA6'E WALL 0 EMIT 81 3 3 FDI FDI 0 0 0 0 0 0 0' U) F Fn U) 2'-2' 8'-0"M.O. 1'-10' 8'-0'MO. 2'-2' 2'2' 4'-6' 8" 4'-b" 2'-2' W w w w W W �Y 14'-10" TP 2' Ir 22'-2" 22'-2' 5'-0' 14'-0' 13'0• �O 0 1.ENERGY CODE STANDARD:PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS N EY APPLY TO ENERGY CODE ARE BEING u� 0 2.ALL WITH THE 2015 INTERNATIONAL ENERGY 54i-,2" LI'-0"BRffZEWAY 54i-2' Q CONSERVATION CONSTRUCTION CODE THE AUTHORITY LAVING JURISDICTION SHALL BE r- PERMITTED TO DETERMINE AN ENERGY EFPICIENGf PROGRAM TO EXCEED THE ENERGY URCENCY REQUIRED BY THIS CODE 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A 120'-4"OVERAI-l. WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY WITH RC N1101.14. 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHOMRIFPED AND INSULATED TO LEVEL. I A B Z EQUIVAFNT TO THE INSULATION ON THE SURROUNDING SURFACES. A C, CU7 5.NSIAI.ATION-THE COMPONENTS OF THE BUILDING TFHERIAAL ENVELOPE SHAM.BE AI-6 AI 6 INSTALLED N ACCORDANCE WITH THE CRITERIA LUSTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFM AN APPROVED LORD PATTY SHALL INSPECT ALL O m COMPONENTS AND VERIFY COMPLIANCE > O W U 6.TESTING-BUILDINGTO DR H50 INC LINT ,6A. BE,NGS AND VERIFIED HAVING LESS UNIT 8 2 UNIT 8 l THAN OR EQUAL TO 3 ACH50 N CZ4A,5,6A TESTING SFWl BE CONDUCTED BY AN0 APPROVED THIRD PARTY. U 7.DUCTS-SUPPLY AND RETURN DUCTS N ATTICS SHALL BE INSULATED TO A MINIMUM z OF R-8 AT s OR GREATER IN DIAMETER AND R-B AT LIUG,S LESS THAN 3'M MODEL A (LAUREL)DIAMETER. M DEL A- 1 HOLLYW 4 6A DUCTS SEALING-DUCTS,AIR HANDLERS AND FILTER BOXES SWM BE MA ED. F�1 8.DUCTS TESTING-DUCTS SHALL BE PRESSURE TESTED M DETERMINE AR LEAKAGE BY ❑ H J AN APPRNED THI PPARTY. FOUNDATION PLAN FOUNDATION PLAN F� 9.BUILDING CAVITIES SWILL NOT BE USED AS DUCTS OR PLENUMS. _ IONECWINICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105F DEGREES OR <55F DEGREES SHALL BE NSULATO 3/16'-=1'-0'- WITH /16'=1 -0' H O CO ' J � WITH R-3 MINIMUM. 11. MECHANICAL VENIIATM SHALL MEET THE REQUIREMENTS OF THE IRC/IMC J 12EQUIPMENT SIRING-PER ACCA MANUAL S,BASED ON LOAD CALCULATED PER ACCO MANUAL J AS PROVIDED BY A THIRD PARA'HERS RATER Z 13JJQ MG-A MINIMUM OF 75%OF PERMANENTLY NSGLLED FIXTURES MUST HAVE HIGH-UPICIE NCY LAMPS. 14.AL HVAC,PLUMBING AND ELECTRICAL SYSTEMS SWILL MEET THE IRC CHAPTER 11 ENaw EFFICIENCY,INTERNATIONAL MECHANICAL CDDE,AND NIERNATTONAL ENERGY Q CONSERVATION CODE R SHALL BE THE RESPONSIBILITY OF THE GENERAL.CONTRACTOR M SUBMIT N DETAIL THE DESIGN,CALCULATIONS,DRAWINGS WRITTEN STATEMENTS OF THE MECHANICAL,AR CONIMNG,VWIATION,HEATING SYSTEMS(NEW,EXISTING OR Q v� �y UPGRADED)STAMPED BY A PROFESSIONAL.ENGINEER F REQUIRED BY THE OWNER OR � f BUILDING DEPARTMENT. 15ADDITIONS,ALTERATIONS OR RD WATIONS SWM COMPLY WITH IDCC 2015. rn W UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH = m THIS CODE. 16MINWUM ONE PROGRAMMABLE THEIaMAT SHALL BE PROVIDED FOR EACH El SEPARATE HEATING AND COOLING SYSTEM N ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. W Y O 17ALL EXTERIOR WALLALOOR/CEILNG JOISTS SHALL BE AIR SEAIED AND INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK M THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR M NSGILNG INTERIOR GYPSUM WALL BOARD. JOB g6ER 216023 AB DENOTES: WK� E�W,u •r TO BE PP.OJIDBJ BY FM RATEYL HD= ���� 6ENEIRAL GONTRACTOR5 AND SUBCONTRAGTOR5 TO REVIEW DUET CLUSTER � SHEET N U M B ER I'DIA ANCHOR BOLT U5®A5 HOW DONN W�caNrRAcroR s,,., MULTIPLE LVL 61RDER GONNEGTION5: �Cow` TION DOOMW5 UPON RECEIPT FROM 2 ARGHLI I* AND REPORT ANY AND ALL ,DISCREPANCIES UNITS 81 8 2FOUNDATIONz SEE DETAIL 6121'MET o-1 •coMPi.Y NV MNNIAL 5• FOR ALL MULTIPLE LVL GIRDERS,LAG BOLT INGLUIDIN6 ANY DIMEN510NAL CONFLICTS,IMMEDIATELY TO Z HD DENOTE5: •MEET SIZING MXLM NTH HEAT 4 C 01.1W E°NHW ISM SHALL NOT SaW E MTATIONI<Ll TOGETHER W 1/2" BOLTS® 2'-0' OL.,2" MIN, •MANUAL 5'NV MM V COHPI-14 E CBAFiGATE WILL W% MRM BITM CAO ISSUED. AB=ANCHOR BOLT5 0 ARGHIITEGT FOR CORRECTIVE MEA51AZE5 PRIOR TO 51MP5oN HOU HOLD DOWNS W(14)#'SD5 SGRBrS 6AIRASE 51435ON 4 MIN. 4" FROM END5 GON&TRUGTION.DO NOT SCALE DRAWIN65.DIME14510N5 SHALL FROM TOP 4 BOTTOM, Q 51E DETAIL'w•/SHH�T 721 MANUAL•J•WAC LOAD cxCUATIONz PRowW BY H6E5 HZAT13t STRONG WALLS BE G/ALGUATED AND NEVER SCALED UNLESS OTHERWISE NOTED. W A2 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H Z W E 0 O A N I A g L 0 L � L _O 12'-4• 15'-8' q'6' 14'-8' A I Ali Ali H O) ---T v 6'-2' b'2' 1'-10• l'-10' 5'-0' 4'-b' T-4' T'-4' I- to N 2 W � N 2 Z - 10'SQUARE HBd6 PE RMA GAS A 0 U x a ce) COL."#463&2 W/SQUARE Alii �� 9'b' I4'-e• 156' 13'0• U Q Lu o N �t //'' L d0) •- M u'4' FIAT GAP d BASE(OR EQUAL) n'-8• Lo CD -CORNER COLUMN TO BE PROVIDED HL/SPLIT KIT 5-0' 4--b- T-4" T-4' 6�-6' 6'3' ❑ LINE OF REAR PORCH o UNIT a2 ch co 6x6 P.T. T SMP50N LINE OF REAR PORCH o UNIT a2 IY CD p 12 (3) 16 TR (4)2(6 BG523/b P05T GAP ANCHOR r n V 2 10'SQUARE HB PERMA CAST a 51MP50N POST BASE OF DI O) pH P05T (3)2X6 P.T.2 SET TOP yp- ) FLOOR ABOVE COLUMN#4b3&2 ML/5QUARE 6xb P.T.P05T NTH SIMPSON F- -I r- 7F- 7 - - 2 - 0 - _ _- (4)2fb FLAT GAP d BASE(OR EQUAL) 86523/6 POST CAP ANCHOR I i L - J L_ �- -� I - - - - ''u PORCH (2)2X10 FJ M)2 2 LVH POST (3) 1b TR -CORNER COLUMN TO BE SIMP50N ABW6 P05T BASE B 19 PROVIDED W/SPLIT KIT (TVP-ALL COLUMNS) 5Y45c 14'LVL HDR 212•PT.5 .0 Ib'OL. FLUSH 0 EW I w DI (3)' pH DI (2)3016 TR (3)3016 IT-0"PORCH NDTH (3) b TR p � 6' _ _ _ �' v ° _ r - r - - -I r -- 1 (2J DTH (3) DH f3)1 pH (2)2&16 TR I II'4" -1 6 I I Im0 511-01 to HT _ I L - - -I I- - - - j-) I HD mfffR ) Z (2)2850 DH I 12'-0'STEP GE M6 I y - - _Iq 0 I DA. P 19 O F p I� BREAKFAST AREA I r(� ,TR 0 q' 5 TRHD HT CD I I DI m - 5A•x 14'LVL HDR 4 4 w FLUSH MY 2x12 0 Q p1 19 4 V FL0 JOISTS 0 Ib' L. 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I'-1' I I 0 - - B (TVP-ALL COLUMNS) (3) DH 0 0 0 0 0 0 D NJOUS )13/45X 14'LVL FDR D/21 5'-0' S'-0' w w w w w w D1 DESIGN N®• U356 3'-10' T'2' 3'-10' I1'2' II-2 II-0 2'2' &'-0'fRA.. I'-10' &'-0'RO. 2'2' 5'-0' T'-0' T'-0' I'-6• 10'-0' I'6' WAIJ.RATING- I HR. 14'-10• m z' 22'-2• p Ii II�ISYI RATING- 23111I�'. N DI 22'-2" Iq'-0" 13'0' Lo 0 N 12'-0"BREEZEKAY A B -- .•- _ - - - Alii © I HOUR RATED EXTERIOR A-b A-6l��! � �� t; '� Jti/ ,� r�`/;' f ��1 Xj�,�1 /' rt�'Lj ti�� 1 fI'4 I W a r tl t/l / =' 1 fr 1' BEARING WALL 1 AI.1 ; yc� ?. :.'� ,-� t� �.s .� � ., A55EMBLY-5EE DETAIL: A3 r ..:....:. .. .. . :.: UNIT 81 -�� �--� Iwll�E�'°� � � m UNIT 82 �2, ,�,� f U HORIZONTAL SECTION o = Q MODEL A (LAUREQ z o MODEL A- 1 (HOLLY) a o FIRST FLOOR PLAN FIRST FLOOR PLAN L'�°DS"°y-►�YWOOD ISPACED 16;WWkP awTM7HID BY 4 OTEM5) TOP ANO 2BY4BEIZBOBOTTOM PLATES. TEM5A A W LATERALLY-BRACED BY h100D 5TR1GTI1W�1-PANEL SHEATHING OTEM 5I.W!�I MINERAL AND FIBS BOARDS•OTB•i 5AJ ARE 0 � �r COH�IDl3tHD AS BRACING FOR THE STUDS,THE LOAD 15 RESTRIGT97 TO 1b%OF ALLOWABLE AXIAL LOAD.WALLS EFFECTIVELY FIRE 3/16"=1'-0' 3/16"=l' LIVI N6 AREA= 129 SQ. ET. z eemsm OPPM ATeTOP AND BOTTOMCLASSIFIED OF 5/a M.THIGK,4 FT MUDS,APPLIED VERTICALLY AV HAILED To STUDS AND BEARING KATE51 ❑ LIVING AREA= 1,670 5Q. 1=T. IN.OG NTH 60 CEMIM-COATED NA1L5,1-1/6 IN.LONG WITH L)4 IK DIAM HEAD, GARAGE AREA= 486 50. ET. GARAGE AREA= 442 5Q. 1=T. 3.JOINTS AIV NAwLI:ADS-MOT SHONE-WALIWARD JOINTS COVERED NTH TAPE ANO'JOINT COMPOUND.NAIL HEADS COVERED PITH JOINT COMPO". GOVERED PORCH AREA= 256 50. ET. GOVERED PORCH AREA= 281 50. ET. 4.BATP5 NO BLANKt:!P-MIN AL FIBER OR 6LA5519BER INSIAATION,33/b IN.THICK,P1 FIT TO FILL WALL CAVITIES BETWEEN STUDS AND PLATES.MINERAL FUR INSULATION TO BE UNFACED AND TO HAVE A MIN Dewy OF 3 PGF.61A55 FIBER I- IWA LATION TO 13E FACED NTH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MN DENSITY OF 0.9 PGF(MIN R-13 THERMAL CO ^ m Z MW S RASRNIIGMAL PANEL SFJ11HINS-MIN TAb IK THICK,4 FT NDE WOOD 51RI)CRO L PAN9.5,MIN 6RADE'O-D'OR%9-- THTN6'. Q Q Q INSTALLED NTH LONG VKW"OF SHEET(STRENGTH AX15)OR FACE 6RAIN OF PLYWOOD PARALLEL NTH OR PERPENOIULAR To Z 5TUD5.VERTICAL JOINTS CENTERED ON STUDS.HORIZONTAL JOINTS BACK®NTH NOM 2 BY 4 IN.WOOD BLOC.KIN6.ATTACHED To (� k STUDS ON EXTERIOR SIDE OF WALL WITH bD CEMENT COATED BOX NAILS SPACED b N.06 AT PERIMETER OF PANELS AND 12 M.OG W . . ...... .. .. ... EXTER DaM'OfAGM6515IS-INSTALLED IN APPLIED A6COVETHE SHEATHING MWAGTMERS INSTALLATION IHSTRUGT10N5.ONE OF THE FOLLOWING Q � ct-' BEN), C�C,y V G.WOOD STRUCTURAL PANEL OR LAP STOWS-APA RATED SION6,EMRICR,PLYWOOD,0513 OR C*VONTE PANELS NTH VB�]2 ' t ' FACES AND 5TRUGTURAL WOOD GORE,PER P5 I OR APA STANDARD PRP-O&,INCLUDING T Xnm,RaW SAWN,MEDIUM DENSITY 2015 IRC-83122.1 Y 5RU`rfEO,GROOVED AND LAP SIDING. Q (n TT1 IN DWE.LIN&UNIT5,NE2E THE TOP OF THE SILL OF AN OPERABLE WIN"OPENIN615 y LOCATED LE55 THAN 24'ABOVE THE FINISHED FLOOR AND 6RFATER THAN 12'ABOVE THE FINISHED 6RADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE NOTE: WOOD SPECIFIED IN l�RATED DESIGNS ARE MINIMUM SIZES.LAR61=R DIi�ISIONAL = 7� 5TUD5 AN BE 5UB5TITUTED. U 2381 OPERABLE THAT SHALL ALLOW NTH ONE of THE FOUAN14 T NOTE: UL#356 15 IN GOMPLIANGE WITH FIRE SfSTIVE RATINGS-AN51NL 63 A5 PI=R 8302 �F OQ` •OP9NINEf THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS,THROI1FiH THE MULTIPLE LVL 61RDER GONNEGTION5: .y, OPe�N&IN n'L.ARef5T OPRED POSITION. NV E W .� •FALL PREY (TION DEVICES THAT COMPLY NTH ASTM F 2090 FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT •ALL DRYERS TO BE VENTED ME NH VA OPE3NI%CONTROL.DEVICE AFTER OPERATION TO RELEASE THE CONTROL n . �� TO OUTSIDE AIR PER GORE DEVICE ALI.ONN6 THE NHDoW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR ONE HOUR RATED EXTERIOR 1 ....... .. '......................................... TOGETHER W/1/2 BOLT5® 2-0O.G.,2 MIN, .ALL HAS To BE OP8UN6 AREA OF THE NHDOW UNIT TO LE%THAN 5.7 5QUAIRE FEET. 1 FROM TOP d BOTTOM, 4 MIN. 4 FROM EN05 PROVVED NTH DRAIN PANS WALL RESISTIVE ASSEMBLY �0 NUMBER NTS. A- 3- 2015 IEC,G 5EGTION R 403.3: 2015 IRC-62427b(503b) w 2016023 NOTE: GENERAL GONTRAGTORS AND SI18C.UNTRAGTORS TO VENTING SYSTEM TERMINATION LOCATION: p EF -EwNKIST FAN' REVIEW THESE GON5TFWTION 00ak1E IT5 UPON RECEIPT -5UPPLY AND RETURN DUGT5 IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2015 IEGG 5EGTION R 402.4.12: 1}E VENT TERMINAL OF A DIRECT VENT APPLIANCE NTH AN INPUT O) SHEET NUMBER PROVIDE 5PRAY NOTE: NOTE '5": HD= HOLD DOWN 50 CFM NTEF41TTM OR FROM ARCHITECT AND REPORT ANY AND ALL AND DUGT5 OUT51M THE THERMAL ENVELOP 5HOULD BE MIN.R-b. AN APPROVED HER5 RATER TO OF 10000 BTU PER HOUR(3KNU OR LE%SHALL BE LOCATED AT LEAST DUET CLUSTER Q FOAM INSULATION IN STAIR MANUFACTURER TO DE516N 5TAIR5 TO ® 20 GR4 GO MN10U5 -SEALIN6 15 MANDATORY FOR DUGT5,AIR HANDLERS AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OPE NIN5 INTO A BUILDING,AND SUGH AN APPLIANCE WITH = ALL WINDOWS SHALL BE DISCREPANCIES INGLUDIN6 ANY DIMENSIONAL COWLIGT5, 11- GARAGE CEILING® ANDERSEN 200 5ERIE5 MST ALL APPLICABLE GORES AND TO IMMEDIATELY TO ARCHITECT FOR CORRECTIVE bINTS,SEAMS,AND GONNEGT10N5 SHALL COMPLY WITH SECTION M-1601.4 LE?,KA6E,,qNp GOt�U5TI0N SAFETY AN INPUT LL 13 I0000 Btu PER HOW qICH NOT TER sooON BLE RA UNITS 1 8� 8 2 ROGATION OF REPORT ANI"` ' --'ANGIES AND GONFLIGTS 602 OF THE 2015 IRG. TESTING AND PROVIDE A WRITTEN ►HOUR SELL INSTALLED WITH A q MCH VENT TERMINATION CLEARANCE FIRST FLOOR PLAN TO THE ARCHITECT PRIOR TO STAIR FABRICATION. ©=TEWERED ® CARBON MONOXIDE MEANIN65 PRIOR 1 CnNHALL BION. LC NOT SCALE _DUCT5 SHALL BE PRE55URED TESTED TO DETERMINE AIR LEAKA6E BY REPORT OF THE RESULTS ANDA APPLIANCE NTH AN MIN WBz 5EARANCBTU PER HOUR SHALL HAVE BEDROOM ABOVE DETECTOR DRAWINGS.DIMENSIONS SHALL BE GALGULATED AND AT LEAST A 12 INCH VENT THRMMATION CLEARANCE THE BOTTOM OF THE GLAZING NEVER 56ALED MLE55 OTHERWISE NOTED. ROUGH-IN TE5T AND A WRITTEN REPORT OF THE RE5ULT5 SHALL 13E HO E 516NED VENT TERMINAL ATHE AIR INTAKE SHALL BE LOCATED AT LEAST 12' U) A Lj SMOKE mTEr.ToR BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. ABOVE 6RADE. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- z W E U A G AI-6 AI-6 U a)zz C T 0 W 1:5 3 vs i 52'-2' ■ Q o rn F- vi N� N Z — z V = N 28_2• II'-10' 12'2' Q W c? i xc�`orrni I A B _ r- u, 00 ALL A-6 Ali E] U M °^ M (O 7 ill-01 FL.14T. a I U'� Io DH 3� I!I I .__. - - _- _- - t - - - - - n �- - - - - - � 6NFA5GUl5PLHr Au q'-0'PL.HT. zo cl 0 16,o.c. F— C) f�E —, N IZ C) it L��� _ � - _� _ ��— 4 I I ! 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FT. ��,• �:� W S -RSD TOTAL LIVING AREA - h 13E TOTAL LIVING AREA UNFINISHED BASEMENT � RTlC) 11999 S FT. l : ' w --(R-13J GL05EJ7 DELL SPRAY Q• L999 SQ. FT. ° 4(`+•: `;�. OF AMItaLALO UHroR (n m 'i;°: FOAM INSUL AL0N6 INSIDE FACE DRAPED BLANKET INSIAATION = _i 2 ..epi ♦1 �� /''i�,�: _ i V SEE ROOF PLAN FOR ALL STRUCTURAL FRAMING INFORMATION _VVY0 o I HOUR RATED EXTERIOR BEARING WALL 1 A55EMBLY- 5EE DETAIL: s BAY DETAIL e A4 NTS. '1116023 O UMBER TE; 2015 IRC,-R3122.1 L� 0 1 6 0 2 3 IN DWELUN6 UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED LESS TLAN EN61NEEREDJOI5T EF =EXHA!lrTFAH< SHEET NUMBER GENERAL GONTRAGTORS AND 511BCANTRAGTORS TO ONE CARBON MONOxroE ALARM IN N&I ONE24'ABOVE TE FIN19W FLOOR AND 6REATER TIAN 12'ABOVE TE FINISHED GRADE OR OTHM SURFACE DUET CLUSTER 5HALL NOT BE GUT, NOTE : HD= HOLD DOWN MULTIPLE LVL GIRDER GONNEGTION5: 50 CFM I OR REVIEW THESE CT AV DANY AND UPON RECEIPT TON AND ES,AND Mi DrEW I S, BELOW ON THE EXTERIOR OF THE BUILDING,TE OPERABLE WINDOW SHALT COMPLY WITH ONE OF TW Q NATE: ® 20 GFM GONTtNX�15 TOYNIOU5E5 AND DWELLM6 UNITS IN NOTCHED AND HOLE5 TAIR MAINUFAGTURER TO DE516N STAIRS TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT FROM ARCHITECT AND REPORT ANY AND All 6ROVP R-2 WLDIN55(coNDos a FOLLOWING. ALL WINDOW5 5HALL BE D15GREPANGIE5 INCLUDING ANY DIMENSIONAL CONFLICTS *OPENIN65 TIAT HILL NOT ALLOW A 4 INCH DIAMETER SRERE TO PA55 M1,16H THE OPENING IN ITS UNITS 8 l �X 8 2 BORED UNLE55 ALL APPLICABLE CODE5 AND TO " IN THE I AND uNlr5 INITY O FOR SAtE LARGEST OPENED POSITION z ANDERSEN 200 SERIES TOGETHER Wr I/2 BOLtS® 2-0 O.G.,2 MIN, Got IMhDIATLLY TO ARGHIIL-GT FOR CORRECTIVE IN THE IMMEDIATE VICINITY OF SECOND FLOOR PLAN SPECIFIED BY THE REPORT ANY DISGREPENGIES AND CONFLICTS FROM TOP I BOTTOM, 4 MIN.4" FROM EN05 ® GDETECTOR •FALL DOWPFev'ENTION DEVICES THATVICE AY WITH ASTM F logo CO Q=TENS MEA511RE5 PRIOR TO GONSTRUGTION.170 NOT SCALE BEDROOMS,ON TE LOWEST FLOOR fns WINDOW OPENING coNrROL DEVICE AFTER oPazArloN TO RELEASE TE CONTROL DEVICE ALLOWING MANUFACTURER PER TO THE ARCHITECT PRIOR TO 5TAIR FABRICATION. 6LAZIN6 DRAWINGS.DIMEN510N5 5HALL BE CALCULATED AND LEVEL CONTAINING BEDROOMS. VOpppl�TO FUMY oPt31 SHALL NOT Rt97UCE T}E NET CLEAR oPI3uN6 AREA OF TE WINDOW UIJIT TO W A4 GORE SMOKE DETECTOR NEVER 5GALED MLE55 OTHERN15E NOTED. LESS TUAN 53 5C>ZIIARE FET. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H z W Z U O 0 /1 N z U i o rn � Rn ti U 0 FWNM4 +--' m rn (D Qom I„_ N N !E z V z @ Lo OM i X�v U Q o `5 v U UN r-c) ❑ M � t.l.. M a u A G AI-b AI-6 z A S ~ AI.I A-6 A-6 U 18'-8'HIP WIDTH I'- AL16N FAGIA5 II'-0'PL.HT. z O II'-0'PL.HT. AI-5 I(6'-2'FASCIA WIDTH - - — — — — — - Q - -_ _ _ - €_, ( Iq'-O'CABLE WIDTH Ln - - - - - — - - - - - - - m ,Q R_HT. o Ir-0'PL Hr. II PL Hr �) T ABN IST RJZ `� ❑ �J �./ J - a. �Q III-01 PL.HT. 1I-4'PL HT ......>::. -ir 1 f ABV 15T FLR 12 12 { r - -i ADJ)5T M06E HE16HT `... ... m :` y TO OBTER OVER 12 F_ 712 � ' . :' i; �j i I II'-0'PL HT 19R91.Aa GHA6E 2xlo'RR o Ib or, bF 2x10.182 o Ib or ALI6W FASGIAs f;:;::,,.;:•::.: .............. .....:... 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I I I a L =-T'� co / 11 _ L = R1 I N dS?` FA5 IAS - T= _ N ROOF RAFTER!CEIL JOIST I'-0' f 12 R. 12 I I I I I fl � \\ hoP:BorroMO OH I I I q'-0'PL.HT.AFF ( I L3 13 I I Io�ir, I I �•Q NL o tiA I I II ALIGN FA5GA5 ' N V(R30)BATTS q-0 PL HT. I I ICH. , N I I I r e (I - -- - - - - -- - - —li- - - - I I 2x10' 'o 1606. 2x10 OIbOG. N CONIELTOR5 e I ( I I OH. F-A ROOF4 z W(R30)BATTS G I I jam; c n'-q•PL Hr Lu q'(1230)BATTS+b (R-1q) <4 Ali I II'-0'PL HT A 6 ABV IST FLR / c ( AN IST RJZ BATTS=COMBINED NSUAnON 11'-0'PL HT--" I ! VALUE OF(R-4q) ABV IST RR - t- __ -___ _ tr�a""_ __ __ _ __ __1 0 m L_ W o }'6YP BOARD ON > V IL WALLS!CEILING W a w F_ A G I � FT U o 6REAT ROOM 7YP SIDIN6 OVER AI-b AI-b AI.I z h+i TYVa:BUILDIN6 WRAP (D OSB PLYWOOD%EATHN6 � o 2'x 6'EKOZIOR WAl1S W/ A B W iE b'(R-2U BATT WA LATION A-b A-6 0 O SIDE VIEW El SOFFIT BaAW H2-5A SIWSON CONNECTORS 0 _ _ ROOF RA UNIT 82 UNIT 81 z z zw MODEL A- 1 (HOLLY)- MODEL A (LAUREL) U)i5 ......... . .. .............. ROOF PLAN ROOF PLAN �O E T 2'x b EXTERIOR WALLS W/ J U Q cy� 6'(R-20 BATT INsuLAnoN 3/16"=1'-0" 3/16"=1'-0" DIA LAB BOLT5- m MN(b)Pat 0ON EtinON OF ; < ROOF RAFTER!GEIL JOIST l Z (roP a BOTTOMU 2'x 12'GEL JOISTS (� O mac✓ e 1b'Or, �O 10 .�- 2'x 10'ROOF RAFTER ❑ e 16'or, J AMBER PLAN VIEW O 16023 w ALL OJIS s LEADERS DUET CLUSTER = SHEET NUMBER ALL GUTTERS d LEADERS SHALL BE BAKED WHITE ALUMINUM A32' MIN.6AU6E,6UTTER5 SHALL BE 5'5EAMLE55,0.6.5TYLE IN ALL IN5TALL ICE AND WATER 5HIELD PER W DETAIL OF ROOF RAFTERS TO RELATED 4 REQUIRED ACCE55ORIE5. LEADER5 SHALL BE MIN. AREA V R A ANOTHER NIANUFAGTURES SPEGIEIGATIONS TO >::'` BUILT ovE�2 ANOTHER z 2 2"x3",.027'6AU6E W/GLIP5 4 ANGHOR5. CAULK d SEAL ALL MAINTAIN PRODUCT WARRANTY UNITS 81 & 8 2ROOF (, HIGH CEILING JOIST CONNECTION JOINT5. PITCH 6UTTER5 MIN. 1/5'/FT.PROVIDE P.V.G.REGEPTOR5 ROOF PLAN co A 5 NTS. A- 5 8"ABOVE 6RADE TO RECEIVE LEADERS(GL05ED GAP DE516W. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED