Loading...
HomeMy WebLinkAbout43797-Z guGF�(,fC Town of Southold �orP oG�, 6/24/2020 0 P.O.Box 1179 9; 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41206 Date: 6/24/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 17 Harvest Pointe Ln Unit 119, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-59 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/16/2019 pursuant to which Building Permit No. 43797 dated 5/28/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. nit 119) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0173 5/11/2020 ELECTRICAL CERTIFICATE NO. 43797 6/19/2020 PLUMBERS CERTIFICATION DATED 6/5/2020 1 Su;folk Plupbing Cont. c. Autho ed i ature o�sufFnt��oTOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT y a 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#: 43797 Date: 5/28/2019 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 #119, A-1 model) At premises located at: 17 Harvest Pointe Ln Unit 119, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-1-59 Pursuant to application dated 5/21/2019 and approved by the Building Inspector. To expire on 11/26/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO -NEW DWELLING $50.00 Total: $2,183.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and,unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. '5. Commercial building, industrial building,multiple residences and.similar buildings and installations,a certificate of Code Compliance,from architect or engineer responsible for the'building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets;building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is .denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees L Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. G� New Construction: Old or Pre-existing Building: (check one) Location of Property: WU_+ ]-louse No. Street Eiamlet Owner or Owners of Property; ®✓ 6 �i✓.P�DR/ �� Suffolk County Tax Map No 1000, Sectio/na ®� . Block of Lot T9 (NAivi�sio r`V 0 C...k. �•�_ Filed Map. 7 Lot: H1:10) Ne Bate of Permit. Applicant:_ 161tov Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: 'temporary Certifi ate Final Certificate: cl 6ckne)Fee Submitted:$ fAp icant re CONSENT TO INSPECTION L�'L�C 'the undersigned,gn i,do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the o er(s)of themise i T w of Southold, located at L reti e which is Ihown,and designated on the Suffolk County Tax Map as istrict 1000, Section 0,Z.0I Block 0 1 ,Lot__,S� _. That the undersigned(has) (have)filed,or cause to be filed,an application in the Southold Town Building Inspector's Office foZr the f lowing lid ✓ V 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: J ( ' at e) - &I ( r tN (Signature) (Print Name) pF SOUr�®l Town Hall Annex o Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 sean.devlin(ab-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Rimor Development LLC Address: 17 Harvest Pointe Ln Unit 119 city.Cutchogue st: NY zip: 11935 Building Permit#. 4 3-� al 1 Section: Block 1 Lot 50/ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 50 Ceding Fixtures 23 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt 2 Recessed Fixtures 25 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 12' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 37 4'LED Exit Fixtures 11 Pump 1 Other equipment. Fridge, Oven, DW, W/D, Micro/Hood Notes: . Inspector Signature: c - Date: June 19, 2020 S.Devlin-Cert Electrical Compliance Form.xis ©9 sours ,moo Eo Town Hall Annex Telephone(631)765-1802 54375 Main Road ' Fax(631)765-9502 P.O.Box 1179 r �p Southold,NY 11971-0959O��Ca� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIIFICATI ®I�d Date: CXI I Building Permit No. Owner• (Please print) Plumber: UL A (P�aseprint) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Pl bers Signature) Sworn to before me this day of 20,�-6 ANNA FIORITA Notary Public,State of New York Reg No.01 FI6368364 Qualified in Suffolk County Commission Expiresfgwl--- __ Notary Public, County o�aOF SOUTyo l ���7 17 tArV e T v s � lA�GNl-rIIq # TOWN OF SOUTHOLD BUILDING DEPT. / co 765-1802 ANSPECTION - I FOUNDATION 1ST [. ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- [ " ] FIRE RESISTANT CONSTRUCTION [ ]_ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) �� .+✓ [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE Ld INSPECTOR �,oe ury OA TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECTION OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: j f ©��t/ _ Low u DATE At INSPECTOR rjf sUAUTyo # # TOWN OF SOUTHOLD BUILDING DEPT." °`y�ourm ' 765-1802 INSPEC ION [ ] FOUNDATION 1ST ] TROUGH PLBG. =[ -] -F UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/ST� RAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: too/ fed DATE INSPECTOR Yj OF S00 0�0 lyo V # * -TOWN-OF SOUTHOLD BUILDING DEPT. co 765.1802 I=NSPECTION [ ] FOUNDATION IST [ ] UGH PLBG. [ ] FOUNDATION 2ND INSULATIOWCAULKING [ ] F MING/STRAPPING [ ] FINAL [=LACE & CHIMNEY [ ]P FIRE-SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] 'ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: , _ Aid ��vl 4��n -0 Y-V CaL I; s v Div � ` DATE4 t u 70 INSPECTOR TOWN OF SOUTHOLD BUILDING-DEPT. cou765-1802 INSPECTION - FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL /f.' [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE"RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: IA r DATE- INSPECTOR GRCH ARCHITECTURE PC 3750 EXPRESS iDRWE SOUTH $UITE202 ISLANDIA, NY 11749 VWVW.GRCHARCHITECTURE.COM (631)864-3395 December 06, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 119 Permit No. 43797 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. �FtC Respectful) submitted, ED AR � o,aSRTcy�y/X Glen erveny,AIA, LEED AP Pri al (P '9 023811 Q TF�F NE`Ny GRCH ARCHITECTURE PC 3750 EXPRESS ERNE SOUTH { SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)8643395 December 06, 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit 119 - Permit#43797 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. espectfysubmitted, '(EREDARC \5 �066RT cl,, y�j� CA G veny, AIA, LEED AP incipal Nj. 0�2 yT�oF NE ��o p..^UANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Department Town of Southhold Building Dep 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 Jallthe residential calcunits at the above referenced project have been included in our Manu al Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE IAC 5750 EXPREss DRIVE SOUTH 3 `". `' �«.�, .�,�r ^yRVO .•,, SUITE 202 749 I 4�11 WWW.GRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 Y" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with AS espectfu ly submi ed, EREO ARO 1 \�� OgSRT C/y� 4 CA Glen Chery y IA, LEED AP a°ate Principal �0 FOF NE�1 rl®me Energy RatIng Cardf cite Property HERS Al Holly Unit 119 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2020-06-18 Rating Number: MC194 17 Harvest Pointe Ln Registry ID: 624642032 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 63.8 $1377 43% General Information Cooling 1.7 $108 3% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.1 $229 7% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.4 $1451 46% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 102.0 $3181 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 82.00 CFM25 2015 IECC Compliance HE 2015 IECC HE Ventilation System Exhaust Only: 89 cfm, 23.2 watts. RS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECCC New ERI w York State 2016 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Ifiltration Rate Htg: 1690 Clg: 1690 CFM50 Foundation Walls R-13.0 Method Blower door 1690 CFM x 60 Min/Hr/42016 Ft^ 2.4 ACH @ 50 Pa Energy Testing Services, LLC. Lights and Appliance Features 1648-A Locust Ave Interior Fluor Lighting(%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting(%) 100.0Clothes Dryer Fuel Natural gas 631-244-2627 0 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.3 This inormation does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 17 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: 2020-06-18 Outdoors Temp During Test: 75 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 D Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: [ffeaffijg.System Primary: Yes Q No❑ Tyne: Furnace I w l Boiler II Heat Pump[]_Other n s t z- Venting TypeDrat Sin haee ills e" CO CO E tcien Fuel'Type Circle Type__ ascal_ orst Case atural orst Case atural Rating:95.0 No PDoDE[] NQ`[ML]S� N/A Pa [Z] El Pass0Fai1❑ N/APPM NSA PPM Yes 0 Type: Standard Tank ✓[Indirect Tanidess ❑ Size: 75 0 Style Common Vent Water Heater Primary: No Instantaneous[Commercial (See Note S below) (Gallons) 4 Stand Alone Q✓ s z Venting Types Drat S in Mage, Spillage(Natural) CO v CO Efficiency Fuel,Type CzrcleT ( yep) (Pascal)° - (Worse Case)' (Worse Case) (Natural) EF: 0.69 NR1PD O aE❑ N❑M 0 S❑ N/A Pa Pass[Z]Fail❑ PassO✓Fail N/A PPM N/A PPM Overt Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No�✓ Oven CO 4 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 test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: -— Date: 2020-06-18 Manual S Compliance Report Job: -�- wrightsoft" Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 .Project InforMation For: 17 Harvest Pointe Lane, Cutchogue, NY 11935 -Cooling o • 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% Heating EqwipmeM. Design Conditions Outdoor design DB: 10.0°F Heat loss: 46217 Btuh Entering coil DB: 63.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 875 cfm Output Capacity:, 48000 Btuh 104% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. -f�d-Vightsoft" 2019-Sept-2514 27:36 r~ ,,,,,., Right-Sulte®Umversal 2018 18 0 32 RSU20066 Page 1 Model Al MAN JSD%Rlmor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces: W Residener Form ® • RPER 1 ® /' CCK • • (Loads, 15 Mar 09 k Cod!mg Ca•:x�s dhrrera Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet- Yes ❑ No r-1 Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 17 Harvest Pointe Lane, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 *F Orientation: Front Door faces West Indoor temperature: 68 *F North,east,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 46217 Btuh Number of bedrooms: 3 Conditioned floor area: 3788 ftz Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 *F Indoor temperature- 75 *F Windows Roof Grains difference- 30 gr/lb @50% RH Eave overhang depth: 1.0 ft Sensible heat gain- 19979 Btuh Internal shade: blinds Blinds,drapes,etc. Eave Latent heat gain: 3977 Btuh Depth window Total heat gain: 23957 Btuh Number of skylights: 0 HVAC EQUIPMENT • w Heating Equipment Data Cooling Equipment Data Blower Data Equipment type. Gas furnace E%ipment type: SplitAC Heating cfm: 875 urnace,Heat pump,Boiler,etc. it Condrtioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16.0+ Fan's rated external static pressure for design airflow Heating output capacity. 48000 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity. 0 Btuh Aux.heating output capacity 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION •! Design airflow- 875 cfm Longest supply duct. 478 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 201 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 679 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.001 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP r(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms Will be subject to review r and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County, . Municipality orAuthority having jurisdiction Use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist Wi9ghitsof- Rn ht-Suite®Universal 2018 18 0 32 RSU20066 roora,.r�..vo-mry-i 9 9 Load Short Form Job: Wrl htsoft- Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 e • • For: 17 Harvest Pointe Lane, Cutchogue, NY 11935 Degign lhforMati0h Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/1422 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (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. WPig htsoft, 2019-Sept-2514:27.36 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ACClk...Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces* W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip. @ 0.88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�-wrightsoft, 2019-Sept-25 14.27.36 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 /M1iVt1...Model Al MAN JSD\R,mor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W �Pro ect Summary Date:-�- wrigl'>ttsoft° ate: Sept 25,2019 Entire louse By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Projqct Information For: 17 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: D,esi-gn Informatiron Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent(68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3( artial)/2 Pressure/AVF 50 Pa 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(ftz) 3788 3788 Equipment latent load 3500 Btuh Volume(ft') 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load(Sen+Lat) 18972 Btuh Equiv.AVF(cfm) 150 66 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fd-wriguhtsoft" 2019-Sept-2514:27:36 .w,.,•, RlghtSwte®Universal 2018 18 0.32 RSU20066 Page 1 ACCN Model Al MAN JSD%Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces: W N 7,C Second Floor Bed 3 rl-" cfm 129 cfm 30 cfm Loft 6x16 p Riser 10 Ret Riser 28 cfm 10" 6x16 2 Stair Up Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-SuiteO Universal 2018 17 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Sept-25 14:27:36 ...SD1Rimor Model Al MAN JSD JA rup IN Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star cm Continuous Use Timer Breakfast Area 01 cfm Ik51 cfm K82 cfm 1'82 fm Master Bath Master Bed K99 cfm cfm Kitchen LMng Room Hall SSe� WIC 1 1-16 cf c aundryK34 fm WIC 2 K 12 th 1 7 cfm Stair Foyer L91Bed 2 Garage cfm 8, Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Suite®Universal 2018 17 Harvest Pointe Lane Bohemia,NY 11716 18 0.32 RSU20066 Cutchogue,NY 11935 2019-Sept-25 14.27:36 SD1Rimor Model Al MAN JSD JA rup N Basement Make up air 68 rGnn Skuttle Model 2161 262 cfm 6" 9" 6„ 14" 6" 8" 8" x 16 10 — — — 6 — — — 5 — — — X28" 10" , 9"36x1 90„ 4„ 4„ " Basen ent 26" 8" up Riser Ret Riser 10" 4x16 10" 9„ kil 87 cfm 87 cfm 87 cfm Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 17 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Sept-2514:27:36 SD\Rimor Model Al MAN JSD JA.rup Duct System SJob: -F�- wrightsofto emummary Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 17 Harvest Pointe Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length(TEL) 679 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mad Ln(ft) Ln(ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 Basement-A h 3482 87 8 0.004 8.0 Ox 0 MtFx 23.8 160.0 st2 easement-B h 3482 87 8 0.003 11.6 16x 4 ShMt 48.5 225.0 st2 Bath 1 h 474 12 5 0.006 4.0 Ox 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 Ox 0 MtFx 66.5 400.0 st8 Bed 2 c 1618 86 91 0.006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 c 1428 66 81 0.001 8.0 Ox 0 MtFx 76.3 400.0 st7 Breakfast Area c 1781 99 101 0.003 9.0 Ox 0 MtFx 16.8 225.0 st2 Foyer c 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen c 1755 42 99 0.007 9.0 Ox 0 MtFx 2.3 95.0 Laundry c 609 20 34 0.002 5.0 Ox 0 MtFx 48.8 315.0 st2A Living Room c 1455 72 82 0.002 8.0 Ox 0 MtFx 25.8 325.0 st2A Living Room-A c 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34 51 0.002 6.0 Ox 0 MtFx 38.3 325.0 st2A Master Bed c 932 51 53 0.002 6.0 Ox 0 MtFx 53.0 295.0 st5A Master Bed-A c 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 st5 WIC 1 h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 st5 Bold/italic values have been manually overridden W TIg1�71r+00 2019-Sept-2514 27 36 �^/1+/+p ri soft RightSude®Universal 2018 180 32 RSU20066 Page 1 PICCk...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 10.0 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0.001 236 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx TableReturn Trunk-Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 788 936 0.001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl rt2 A:. +wrightsoft� 2019-Sept-2514 27 36 ..,o•r « ,v,- RightSwte®Universal 2018 18 0 32 RSU20066 Page 2 )C&. Model Al MAN JSD\Rimor Model At MAN JSD JA.rup Calc=MJ8 Front Door faces, W ✓`f��SUfFO(x SCOTT A. RUSSELL co= MICHAEL M. COLLINS P.E. f�o �� ,t SUPERVISOR " TOWN ENGINEER x CM ; ~ TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 � y, � '= Tel. (631)-765-1560 Q ® ;' Fax (631)-765-9015 y�Q! �aO MICHAEL COLLINS@TOWN SOUTHOLD NY US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: , Harvest Pointe— Units 83, 84 & 117-122 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side planted areas of Units 83, 84 & 117-122. The rear areas of these units have not achieved final stabilization but have been thoroughly hydroseeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of these units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight (8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. XPQ� Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector a` A JUN - 5 2020 h �. r� �; A SCOTT A. RUSSELL , �� °�� , MICHAEL M. COLLINS, P.E. SUPERVISOR t; TOWN ENGINEER s TOWN HALL - 53095 MAIN ROAD 'i tidy, v j TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 'y }, Fax (631)-765-9015 141CHAELCOLLP14-Nire 1`0W%11 S()ri U rI lC�l_D.N1'IJS OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 83, 84 & 117-122 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side planted areas of Units 83, 84 & 117-122. The rear areas of these units have not achieved final stabilization but have been thoroughly hydroseeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of these units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight(8) units at this time. ' If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. Sincerely, r Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector t OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®�S®(f J' P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NYsz, s�3 Telephone:631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 16, 2020 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy re: Units 83, 84, 117-122 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units # 83, 84, and 117-122 of the above-referenced Residential Site Plan have been completed based on the site inspection made on June 11, 2020. 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 eight (8) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J." ilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex © P.O.Bog 1179 54375 State Route 25 Southold,NY 11971 • ��1, - --_�Q�;. (cor. Main Rd.&Youngs Ave.) ,'` -_ Telephone: 631765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD o ' June 16, 2020 , ' JUN 2 2 2020 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 ---- -- -- - ------ --- - ---- ---- ---- ------ --- ----- --- ---- — - - - - ------------- -----—---------------------- ------------ ---- Re: Site Plan Inspection, Certificates of Occupancy re: Units 83, 84, 117-122 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., comer of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia:- The Planning Board has found that the requirements for Units# 83, 84, and 117-122 of the above-referenced Residential Site Plan have been completed based on the site inspection made on June 11, 2020. 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 eight (8) 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 intemal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Do ald J. 1Nil�censki n Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer - 6f"'>a + SCOTT A._RUSSELL MICHAEL M. COLLINS, P.E. �.` G '`! SUPERVISOR - - TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD .t TOWN OF 50UTHOLD,NEW YORK 11971 Tel. (631)-765—1560 ;Q.; . *_' Fax (631)-765—9015 '�'•�� - '�i1�'` � .s�lc-i3A�1..eou�ltsc�Ta�ita'sourt�lo�Divy OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 1-1971 4 ' Re: Harvest Pointe—Units 83, 84 & 117-122 - -- --Chapter-236-Inspection-- -- -- -- Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side planted areas of Units 83, 84& 117-122. The rear areas of these units have not achieved final stabilization but have been thoroughly hydtoseeded and should be fully stabilized within two weeks. Additionally,the driveways " of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of these units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight(8) units at this time. - - -- If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. 01ncerely,, Michael M. Collins, P.E,", Town (Engineer cc Michael Verity, Chief Building Inspector JUN 2 2 2020 t Memo I • • • �',. u • , FOUNDATION (IST) H-,ppjW!:Ml FOUNDATION (2ND) • • PLUMBING 110[� � ;� , 1►'����':� fl- INSULATION 8TATE ENERGY CODE wins GA IWO I AO - r - MaKNIZE v TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have onneed the following;before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 = 4 sets-of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. q7 Check . - .Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit' Examined A ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form �j �� Confact: Approved _ v _;20 `G� Mail to: �,C) Disapproved a/c ,� 6 -t p L Phone: - Expiration '20 ar. 1 lBuilding.Inspector " APPLICATION FOR BUILDING PERMIT -Date_ INSTRUCTIONS a. This-application MUST be completely flied in-by typewriter or in-ink-and submitted to the-Building Inspector with 4 sets of plans,accurate plot plan to-scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship-to adjoining premises-or public streets or areas,and waterways. c.The work covered by this application may not be commenced-before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection-throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the,Building Inspector issues a Certificate of Occupancy. - f. Every building permit'shal I-expire if the work authorized has not commenced within 12 months after the date of -issuance or-has not been completed within-I 8-rhonths from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in 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 fo`r the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,-Suffolk County,NewYork,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. 0A VV\0(7- LL C_ (Signature of applicant or name,i a corporation) (Mailing address of applicant) State,whether applicant is,owneri lessee,a eiit, architect, engineer, general contractor, electrician;plumber or builder Name of owner of premises L L- (As on,the tax r611 or latest deed) If applicant tion, signature of duly authorized officer i a corpora (Name and title of corporate officer Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location-of land on which r posed work wi be done: lis _ �T� �� + 'yb�v),Vl L-0 V mit_,, - House Number Street ;I-dmI&t County Tax Map No. 1000. Section O o) ,Q Biock'' " "` �`�'`,O'(� !'Lot L 'I - Subdivi 'on ��, ��l�li(iTc (_�. Filed Map No. ( Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy ���!� 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 3b(� +(SOC), G O Fee (To be paid on filing this application) 6. If dwelling, number of dwelling units 4-Number,of dwelling units on each floor If garage, number of cars ID 6. If business, commercial or mixed occupancy, specify nature and extent:of eaE type of use. 7. Dimensions of existing structures, if any:Front '''. Rear j-'' Nr Depth Height Number of Stories mss` Dimensions of same structure with alterations or-additions: Front Rear Depth _ Height _ Number of Stories !0 8. Dimensions of entire new construction: Front SL4 ' 0 e Rear ���,� Depth y Height ' r' Number of Stories ,-0 li 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 i,� 13. Will lot be re-graded? YES NO Will excess fill befremoved from premises? YES NO i✓ 14. Names of Owner of premiseLI,C-Address _aa� Phone No. Name of Architect Address r A Phone No ' Name of Contractor c.L c nt.hn-e-4 Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1✓ • IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? X YES NO • IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect t this property? " YES \,,--'NO IF YES, PROVIDE A COPY. LA- STATE ASTATE OF NEW YORK) SS: COUNTY OFiZ1 i iQ MIL(A being duly sworn,deposes and says that(s)he is the-applicant (Name of individual sig ing contract)above named, (S)He is the ontractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowled and belief-,-and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this � 1 day of Sl ERRY PIRONE F NEW YORK TJ Notaw P b e'istration No. 01P16388308 Sig Ure )fplican"t (:qualified in Suffolk County s ommission Expires March 04, 2023 3BUILDING DEPARTMENT- Electrical Inspector FOL/C, NOV 2 2 2019 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Ao Southold, New York 11971-0959 'Telephone (631) 765-1802 - FAX (631) 765-9502 al roger.richert(c town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: � k J� tla --per Date: it - � Company Name: —r ` Name: License No.: email: o �?, G 1 Address: ,� �1c i �l ,� Phone No.: S� 6 JOB SITE INFORMATION: (All Informatio Required) Name: arvaf 6 Address: -' - c IAL 119,5s- Cross Street: Phone No.: 3 7E a146 Bldg.Permit#: 1-{�jgri email: ,eQ4m cAUa_4 qp Tax Map District: 1000 Section: 104- o ' Block: 1, 00 Lot: 46 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?: /YEV NO Issued On Temp Information: (All informationrre wired) S 1 Ph 3 Ph Size: l � A # Meters / Old Meter# New Servic - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Lateral 1 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 7 1 Request for Inspection FormAs n r� ,0 �u?FQ1BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO ,Box 1179 o ® Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.riche rt(a�,town.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION EQUESTED BY: e;L Date: It Company Name: k.i k Name: License No.: '� n email' 1�1 'ln Address: �,�Jc' q G ' Phone No.: JOB SITE INFORMATION: (All Informatio Required) , Name: ffr'i/�' Address: r --A `.lC Cross Street: 1 .l Phone No.: ( �� ' 125• 117 BIdg.Permit email: qv—a/m dua--4 Tax Map District: 1000 Section: if Block: DC7 Lot: '— BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?' YF,�/ NO Rough In Final Do you need a Temp Certificate?: TE�,' NO Issued On Temp Information��_ (All information required) S roioe_Siz�, ! 1 Ph,- '3 Ph Size: IS V A #Meters Old Meter# New Service- Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead ## underground Lateral �12 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form-XIS PERMIT# Address: Switches I 5 -7 Outlets fV Aff I S(j GFI's Surface Sconces H H's UC Lts I� Fans Fridge HW ,� Exhaust I f I Oven Dryer�� Smokes I DW Service Carbon MicroGenerator Combo-j ( � Cooktop Transfer AC ) �V AH Mini Special: —,Pw Comments LA q,'3 P R7—XR '> 39.22' 37.3' yf• 86 fig: :'+mow 87 A -1 85 = � -- Aelf t �r4<r FLUSH CURB -'%_ ,:', '~�,-, ' RD RD WITH PAVERSNe RD - - - �`���'�W<,'a'-'% �a.�.:-=tee`=�s•"�." k-.�..- _ - - .- • ;�v =a,�-'^- an-^ s'^ .�fi;�`_ - _- _ �•._ 'R:w_.m Y ice,- _ v,Mi; _,,'"^.�"^'',:�, .x+:a3;, 'Sza,"--Ft.� _ ,"�y�'>v�..-� k•Y;e ''�•a-' -" 'aa,.��>�.�s> 4g_-�,':`-czef "'- :^+k• -`s'u.,,+�„--? -`=�<'"+Q'i r:... ;;_'>a-t..a�-P_x;."' ti tiN:. .:�F LLQ:`+•., _ -i�"�^'.vapq�x. ivy ,'C.;K�a.S;,�+_K,> .= *z ..c-; r,• "_-• - "U..� C•�J7•��,.- :•}",'�Y2j' - -`3.'�-;ti:`= - - 's����`^..-K�.'l.G-. _ - - - _ -s�F e X.T=�. _ ..; -y ;�,Y,�•�-i��v - "�'.h�14_ .. 3 �.�w ..�,.;, �'' �"^Ea...�t,�; -,�M��*Ftc,r s;'�'>s "• :::.���'+�:. vsx.-�'1 t;�':r. nur w :..r,�:"`�h�Yyir«":;t���,�.�F«.�:;�;�;�.�.�s.e"^ w%,g ��,,.��r�.,:_`�_-,.�,..o: ,.,ry'{r,?C�.v^ w'-�`'� "�'rY„Yt,w _.,,..,,_i'`' �_ `��� ,.�a Aa�q, h .�.`R.�•.`-�,. i_.,s� ":�r S�, x �'� �tw .� :3 ��4: u Nrcw �c.•,,e a �.. .�. -.>*k,.aa'r.� s� .�, ,ti�• �;°�cc ��z-�,.£---'3�'�.�-�'x'sP't •«%'''��=�-.. r x�,x'�?-•'-,>�:^i�.c.';> 4v,•..-� '�_+�"'`� :.��::�,r`--,-- �"''.-.'"�A �' •z` `�x'`�''�"'.;1',�`ay;•�.�'�� ,A `�� �'7.z`= ��j�•w'�ss"r.,"'yk- iii\ r. b...Y�,•-•�:., .sk�, ���>,�� �-� �...•zy,�} �{ �.a�:�-`#s.. ,.-�,';: -?�. - ��-X Kzx'�X'^� n,.s=.is "/" h =:�'. .z:r:•�zii:,�e'��: ���;�� :� �`$rte•,£� '���-�`�'o-` ;��.:.>,.. ,, >k � ^..c � z Y�.rr-�-',..;:'' O �- x*cic,,,a`� "� "?=3<' n<.�z�:r��::;3`•`�aa= :.�•'��. C•�..L s '„�`'�'�ry �,•�"^�- � Y'/ Y`%-�.3_+�xs'�'�za'`"�Y�s�-`S2#'';id�� _ �>'ct.- •:Tom_.+,._.'-.,�}�.',`.�c'�+�'Y: L-%:'-*�`-t�1+p r Cys-i�� - >`^""f�.; ,2T`' - `�,` �'':;���-�r,��.��.a; �'``q� � :,�', _1:Vis, �,�,�?'"`-�*`,, a-: _ ti� �._. 1���:5 �5;�-�'.�,.. �"��"�•"`� - 1A�:�'Fd•�'ri"v�„��C4*.�"l,�ti�'„y���C X...ic'� •'�45 .`.t3�:C3� �y��3'C.1�. .,�,.."'ry`- i sic�_� :,,a,..- 0-I +'2a�: _ ,.:+. �'h,v"�L t� �;�#tr'_^c> �`1_vw.�' c�•.u. "y” :�•:4•' wk�.' }�'a' � �',`�•r RD « _ rF _s; t:� __. _• 40 RD i:^ HYD 118 40' RD 117 A A 119 A O A - R 75' BU 5( EXISTING CHAIN LINK FENCE TO N REMAIN NG -PIPE SHALL 8E-15"' CPP WITH-a, i=or't, or v� - __.__-------.--- -- ... _.- ._-_._ .._�.__. _-_. - .-_ r- _.__ •_ AS FOLLOW UNLESS OTHERWISE NOTED: STANDARDS: SPECIFICATIONS .SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED. :ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 0 BE MINIMUM 6"' DR-18 PVC OR CAST IRON WITH A • BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1 TAMPED IN' LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. LL BE C900 BLUE BRUTE AL. WATER MAIN TO BE' 1 D WITH 6" HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER SERVICE ClbNNECTIONS TO BE 1 • COVER: ALL WATER MAINS SHALL BE -COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF X10 FEET OF SEPARATION BETWEEN FREEZING. SEWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE k MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED '0 ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. 1 MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING VD WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND 4D MAY VARY,DUE TO FIELD CONDITIONS. ELECTRIC G PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE 2ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600, • DISINFECTION: WATER MAINS ARE TO 'BE DISINFECTED IN fER/DRAINAGES LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA 'STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING BACTERI`OtOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER DIET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 3E INSTALLED UNDERGROUND. ` E Habitable Garage Area ��rv�5� P0���� ,at ' Unit Numbers Area (SF) (SF) Total (SF) 77-124 1,999 486 2,485 Cutch 0 u e 1,3,8,10,12,14,21,23,26,2729Cutchogue, New York , , 131,33,36,39,41,45 1,599 363 1,962 T'oWrt'of Southold 6,47,49,50,52,541 f6, 58, 59,68, 72, 76 No.' Revision date Appvd. 13 TOWN/SCDHS REVISIONS 7/28/17 AVL j 2,5,6,9,11,13, f 19,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL P 5,28,30,32,35,38, 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 i. = 7-3,74,75 ��-_"._ - --- ---�,-_ -�- ---_ ��-, r _ --_ _�- . _ . - - ____ ____�•_____._ _�_�s------rowrtREVISIo+ds-^ --- ..._.__.- 3/27/17:_�—. _AVL--_-�..�.' .. . 8 SCDH REVISIONS 3/9/17 AVL i'4,,7,34-37,4%55, r 1,599 '380 1-979 posigned'bY -x'6163,65,67,69,71 ;6163 65'67 69 71 J ;} k kk, r•y_< �: << ,. ._ :. . j_ �� , , , , > "' � ,..,,yM-•;:„ Y;a yyy' ,�a` "' tY ;cL,-:4: '�',`-rw.th+ 1 15,16,17,1;8 1,999 408 2,407 Issued for Date ,ily 10, 2015 N/A 6,188 N/A 6,188 r. SUM 1000-102®01-33.3 t ' SC®HSA roval • - 11 F0L�a a'OUWY IPAi�Tb T OF 146UH SERViCCS • IP RMN FOR APPROVAL OF CONSTRUCMON FOR A S9WGW FAMLY RESIDENCE GWLV —1'7- au:a.r �. DAT ms mmo< f _ APPROVED— �'�� _ � Drawing Number i i FOR MAXIMUM of GOMM13 � PIRES THREE YEARS FROM DA APPROVE ����o���� �" NX n I Sheet of Project Number 29305.00 SC®HS Reference # C10-06-0013 s • f NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE I PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE I NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 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 REM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 43 8' w :D ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND v O j THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 14' ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 8.3' O T1 1.5' m COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED m T 17 0 4.8'Oo O Z , / bo SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY Oz Z C > Q Ad , NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS -n D v m TI V OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 0 Go1.4' Z— -' <C I ////��Y� 1//�//FFe� ///�I%' - PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, 0 Z � m I SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS Z 12.7' j U OTHER THAN VISIBLE PERMANENT STRUCTURES 3.3' �J -� —I COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS 1.01 RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, (jRECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 28.5' oN o N 50°25'30" E 47.49' W IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. 20.4' m Q 28 5, No 20.5' Z z 1.01 Ln m 3.3' U O W p OZ T C 12.7' N - O 1.3' O --j U7 0 Z N z V_ O W 4 8'. 8.3' All E 60.92' fn N 4� 1.5' N N 39°pro A 43 S' °wo s FEE 6'j 0 6: -4 V 0�r� o� 5 iY.IO o I M I D 167.99'(ACTUAL) os-,z-2o,s FOUNDATION LOCATION FOUNDATION AS ONSTRUCTED FOR UNITS 119-120 UNIT DESIGNATION MAP OF R=275.00' S52055120"W HARVEST POINTE CONDOMINIUM 1 L=77.85 C!1 w FILE NO.:471 FILED January 09,2018 N co cC° 4 SITUATED AT r, o TOWN OF I CUTCHOGUE S 40052'38" E CWo ( TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' N 0 C) SOUTHOLD S C.T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 59&60 S52055'20"W m m NELSON & POPE 19.24' ( ENGINEERS & SURVEYORS �-- — _ 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 � SPHONE(631)427-5665 FAX(631)427-5620 - - - - - - - iWU - ^y WV .NELSONPOPE.COM INTI SCHOOL HOUSE Z DRAWN BY: NP CADD NO°:INDIVIDUALSURVEYS 00026 IS SCALE: —I LANE CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 09-19-19 PROJECT NO.: 00026 1"=30' I NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE AV PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE O NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, d ® - - - -- - - - 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 U AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE REM HIS SEAL AND O O 0] THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH W 43 8' t` ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION m N z 1.4' V V W COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED $3 O 1 5'_ m SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 15.5' 4.8'vi 1.2' zNO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS U H ^ W co C) O) - OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED W �- UJI LZLI u) .-- W co ce) - O� J PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE ag v' CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, ZQ $,]' 1 4 lei.l—'i Z N j SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS a 2ND STY LL LL�' _ 1- d OTHER THAN VISIBLE PERMANENT STRUCTURES w❑ O/H —t m W f— 12 7' W Z >" I W - 7 W COPYRIGHTO NELSON$POPE,ENGINEERS AND SURVEYORS ALLRIGHTS EGRESS WIN 3 3' Iz 0STONE BASE V RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, WELL,TYP O 1 DRIVE I O z W RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED cr ~ 1 1.0' W/$"PAVER > IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN c�I I o BORDER l p O a 28 5' 0 PERMISSION OF THE SURVEYOR N 20.4' N 500 251 30II E 47.491 m y0 a❑ o n- U)Oy MODULEL U 1 a I 0UJ.Iw ® M O a❑ EGRE,TSS YPIN ^ W 28.5' a 2W5 11 `^ W I O STONE BASE 70 J v/ DRIVE o• 3.3' O I C¢9 N BORDER W/8"PAVER O O Uj dp O w I > 13 7' °' wx CID o o L_ 12 7' \ N IL 13' W m 11 w ,11 jAF_d-� O FW-- 2 It II N OH Q I.L- ®� a U.. j r �� N a I� LL I ca } 1` A f. FT 1tr 5.0' 8.3' 4.8'M 1.2' 1 g0.92� ,�� Q� 1 5 Nag°06 0��� E Co W _p9. _ O 0 1) N N � �- 00 O 43 8' � 00. ir CA No.0 5 ® �ys�',D L00 RN 100 S 81034'23" E 67.78 ~ I ! � +� ID o C R=415.00' L=116.80' m 167.99' (ACTUAL) 109-12-2019 FOUNDATION LOCATION IP�NAL SURVEY FOR S 65026'53" E 240.02' 12-03-2019 SANITARY AS-BUILT UNITS 119-120 UNIT DESIGNATION MAP OF S52°55'20"W 02-13-2020 FINAL SURVEY R=275.00' L=77.85' to HARVEST POINTE CONDOMINIUM 1 4 FILE NO.:471 FILED January 09, 2018 S 49°09'21" E 238.82' CC°„ o TOWN OF I SITUATED AT o CUTCHOGUE S 40052'38" E 27.03' o SOUTHOLD TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK m S C T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 59&60 S52055'20"W 19.24' N' NELSON & POPE ENGINEERS 8 SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 I !� k=OIL PHONE(631)427-5665 FAX(631)427-5620 ti-.__ r X --n SCHOOL HOUSE WWW.NELSONPOPE.COM I Z LANE DRAWN BY: NP CADD No.;INDIVIDUALS00026 S L7 oao2s_I SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: I OF i DATE: 02-18-2020 PROJECT NO.: 00026 1"=30' J I NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, f r 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 o I 9?? 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 y Z ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND Of THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH DALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION O T COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED m f X SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY <i=O DI c1 8 m p' Z W;mc)— ® I m I < NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS MCD o C N A�1 D Z r c� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED DW > m f •�� r", mo com2m 94, W mn cn UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED 'D O m0 W m v J AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE I 4"SDR-35 � m ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN 0 m 011 II C F _ _ PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED cn __ _ _ _ TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS INZ NZ W 43.8' m m mm I Z C _ .R��..�.._�.�.•.:..R...�s•,�l;�_ •-^. ^+.b: 1;'- •�-4°= tlr,•.I"S a THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP Ou. IpG o S (7 t7 "ts`it•t-�uvq„C;?�-,t,tb `, ,..-, SK'`P,r,'„I�� `•-t r' "•`I-•� CONSULTWITH THEAPPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR m V N 1.4' V W tC,p�L C I f FURTHER DESIGN y 12.3' 1.5' �h LST r_ ;�.�4 trZY"dL `;Vw'. I 8.3' N ic''s� m I I D �`�I��t> �1a'P.1_:: _ ✓.., t '- J Lt• �E1� 4,8' \ m t • _ a;l,•.�.-y t�••••II.1G��•.�^' PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE '13O �•;_°IFS.:,L.'--),'+t L' 1`'0• �"� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, IV m V C m'-i $ C F m ;,n��p p1 �,6 /J SOIL CONDITIONS,VEGETATION,TREES.PATHS,DEBRIS OR ANY OTHER CONDITIONS o I I m� ` _w I I W W Z 7 �� q�49V'N8 1Y7 164 E�. , F�•,t. !'t• P) Q— ) I OTHER THAN VISIBLE PERMANENT STRUCTURES .Z7 v �{— L -a H �m 177 T N m ,, COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS I nP o 1 4' n c1l I T �'�IO a.('',4utjc OI>POS81�' 'V `i@C 3 P%I%l CIIIbBS 31 ijf1 I?I• >U��have�Pl RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 8_1co m r_ 12 7 1 " RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED N W I _ I 1 '' I��9 C���d�ijjd!ag'��f}{;v by Ue7is Oepta.1ime 0r pi;1C+!�;{�;:i'i(;i1;5 F21t®�O�EPIY9 f® IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN �Ctq® A nWBR�e^�� C c� aA PERMISSION OF THE SURVEYOR t)t 3.3' m I > :� m I �wwactory y-6JR A OAAXI V8U ,q . LIEG 'OOMS. ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT o I 1 0' / t e SHOWN Z I m % ALL SANITARY PIPING 4"AND 6'SDR-35,TYPICAL _C 28.5' N o 0 o to c:220.4' { yrleV' Craig K ,_,p/l2 , RE., Chief O W E gementle r g c b'5 20.5' \ / 28.5' o D o � O F A in I 10, 4� 3.3' c i m N `m/ OF N cn I @ 1.3' Z vmi� �- 12 7' I mo" m� �\m co C L�� N Zn v' mY w 124'83' m 4.8'� c� _ c N_h 1N3.Z ; W 1.5' w—WW \ c1\ No.500s 1" WATER 65 9' a0� SERVICE < ;=O 4-SDR-35 4 1A+ND SV c1 �0DZ N m - W$ 4 cnm2 ®DI \ c1 09-12-2019 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY FOR \\` 1203-2019 SANITARY AS-BUILT UNITS 119-120 UNIT DESIGNATION MAP OF 0417-2020 DRAINAGE ADDED HARVEST POINTE CONDOMINIUM 1 SANITARY SYSTEM AS-BUILT TABLE FILE NO.:471 FILED January 09, 2018 STRUCTURE NAME I TIE A TIE B SITUATED AT UNITS#119-120 CUTCHOGUE ' TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ST-1 57.7 18.7 ST-2 60.7' 15.3S C.T.M DISTRICT 1000,SECTION 102.01,BLOCK 0100,LOTS 59&60 ' - LP 28.1' 78.1' ( I NELSON & POPE 1p ENGINEERS & SURVEYORS HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 1 -T ? n� UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA WWW.NELSONPOPE.COM - -- - _ - 119 =. _____ _ _." R10=17-0173 1,999 S.F. 486 S. 2,485 S.F. DRAWN BY: NP CADD No.:- - 00026 IS SCALE: 120 R10-17-0174 1,999 S.F. 486 S.F 2,485 S.F. CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF'I DATE: 12-04-19 PROJECT NO.: 00026 1"=30' z . b Fire separation required as,per NYS Code 1110,,ED AS NOTED DATE: B,P.1 FEE: BY: AM exterior lighting NOTIFY BUILDING DEPARTMENT AT Installed,replaced or 765-1802 8 AM TO 4 PM FOR THE repaired shall conform FOLLOWING INSPECTIONS: to Chapter 172 1. FOUNDATION - TWC REQUIRED of the Town Code FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION Blower door 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. and ductwork ALL CONSTRUCTION SHALL MEET THE testing required. REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Must provide Manuals D,3 and S as per COMPLY WITH ALL CODES OF NYS Energy Code NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ELECTRICAL INSPECTION REQUIRED 0=TOWN ZBA SOUTHOLD TOWN PLANNING BOARD sebTH6LmUfOWWTTRHSTEES TRUSS PLACARDING REQUIRED DO NOT PROCEED WITH - FRAMING UNTIL SURVEY ' OCCUPANCY OR :OF:•F,OUNDATIQN L THOU USE IS UNLAWFUL ' WITHOUT CERTIFICATE OF OCCUPANCY- PLUMBER CER TIFI.CATION ON LEAD CONTENTIBEFORE CERTIFICATE,OF OCCUPANC) SOLDER 6SED IN WATER OR-4INSOFCTIONS ARE REQUIRED SVS-TEi/ CANNOT cs,,,tac5 'COS Engineering at 765.1560 before EX�'EED 2/10 OF 1,6/6 LEAD. Sact,4ili.oR Provide Engineer's Certification _ ?nat the drainage has been installed to Code. ,ALL10 -i�LUMB �' 'W�l�E�,(�lvE,NEE ��'•', - I FRA I WITH THESE APPLICABLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a 915.2.3.1.1.1 A carbon monoxide alarm shall be providSgc98rIeR, 1lsstoFtaRn 9 a sleeping area, within 15 feet of the sleeping area. More TABLE R405.1 � 2017 NE YORK STATE UNIFOR CODE floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. o e rbo mo xid a s all b ovde were ry ss r # t no sl n e W, dSL}c tstp 0 rrbore than Properties of Soil Classified According to the Unified Soil Classification System Z l) YORK STATE CODE SUPf'LEI�E PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017) R316.1 n r ,fig ro rs Sr�s gefi �� n etc�n RPh gbve n e m���r ia�$, de$ig�, `�p�hc�a�ron, cod �iluPtig�i �n i s a�a r o fo m 2017 NE�V NT ( Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floorcTt' a.teh t�orr� b car on o xr e a a UNIFIED SOIL VOLUME W YORK STATE ERGY CG1 SERVATIO CONSTRUCTION CODE membrane above and a ceilin membrane below, draftsto in shall be rovided in floor-ceilin assemblies under the followin astik ma vols, solL cusslFlcArloN CHANGE E 2017 NE�y EN N N 9 PP 9 P 9 9 62 '1'1'2 aBgrq arWni&rndtefic°�jron,shpalc�a �So i� do eVA 0yr�o jurat on#ainhs 9 grbor�dn�nor�ci ssg rc�. P SOIL DESCRIPTION DRAINAGE FROST HEAVE � .a..) 2017 YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORIAERLY KNOyyN AS THE 2016 NYSECCC, REVISED AUGUST circumstances: g. d 81arne o pFp tic r su a n a oa Ia •r r sulatio cam onents•delivered GRouP SYSTEM POTENTIAL '!"'-'� o N 91 2. .3 g+ttf��o�r as afjwS�fil9�hi?n4�l �l�ttn S r£trr6tliEfe�lc'�h ibki t0r�iaR ac4Gr�4rena Pts $_rm SK✓ , P�EI�L� rn One SYMBOL CHARACTERISTICS POTENTIAL EXPANSION 2016. EFFECTIVE OCTOBER 31, 2017) 2. Floor framing is constructed of truss-type open-web or perforated members. PSer6ffflUbtRfn t6fldfgKROfi9�tRS��erQrgWlUle rhtt?e (t Rheh@0t44JJ4 �fitl4,c&noly RvttA, tR:=3r uif rr�nf ?d (3) are not covered by Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 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 G000 Low Low Q �J 6 2016 NYSRC (2015 IRC 2ND PRINTING) R316.4 rtti4'E,1 �b�rr2er3. UTflesg IJ9% rjs� aTlawed in Section R316.5, foam plastic shall be separated from the interior of a building by GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 0 u m 2016 NYSEC (2016 IECC 2ND PRINTING) 8h5.2.3.3.1 WF89@d q+gj-rqku6b "nA+6pq� c nof?r+3Pfj86hJQ�%Qfin1 w@Mwd, LITTLE OR NO FINES GOOD LOW LOW Z = SW WELL GRADED SANDS OR GRAVELLY SANDS (^ ii U 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 GooD Low Low _O W � o � s SECTION R101 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 q Y SP POORLY GRADED SANDS, OR GRAVELLY SANDS• F- � � U of the floor framing member. 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR No FINES 051 Low Low U -� U > - - Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES O MEDIUM Low � N �o for One and Two Famil Dwellin s shall a 1 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. against ignition using 3/a inch gypsum board. sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW f- gn N R101.2 The revisions of the International Residential Code Y 9 PPY P a� • movement, enlar ement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the Gc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low � rn`•Z - 9 two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Section R303 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: Z accesso structure�o 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 3>4 inch. se CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low Q L' x c co and their ry ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U WO ca v 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. SILTY OR CLAYEY FlND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low = U) m tare not over 4 feet in hei ht measured from the bottom of the footing to rooms. 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 SLIGHT PLASTICITY r` 0O R105.2 Work exempt from permit incllude retaining walls tha 9 V M 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, 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM � c' R109.1.5.1 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. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS To Low tO location on ro ert , 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. a P P Y nc es above the 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 r h Foundation wood girders: wood girders seated in exterior foundation walls to hove min. 1/2 inch air space all sides or ends R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the floor level. finished. wrapped with aluminum flashing. foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been entation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light 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 sufficiently braced to prevent damage by the back fill where the unbalanced R109.1.6.1 Elevation docum source located at the bottom landing of the stairway. submitted to the building official prior to the final inspection. preservative and end use. height of fill exceeds 4 feet. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in Section R405 Foundation Drainage Z Section R305 accordance with AWPA M4. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and R202 Definitions: O C ilin Hei ht 'n lu in nuts and a bi - lation: Insulatirl material that is continuous across all structural members without thermal bridges other that e 9 9 R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, I c d g enclos ha table or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or � Continuous Insu g e interior or exterior or is into ral to an o a ue surface of the building R305.1 Minimum hei ht. Minimum ceilin hei hts 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 approved systems or materials shall be installed at or below the area to be protected and shall discharge by gravity 0 fasteners and service openings. It is installed on th 9 Y P q 9 9 9 envelope. rooms & laundry rooms. this section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven or mechanical means into an approved drainage system. Z) Mezzanine: An intermediate level or levels between the floor and ceiling of any story. Exceptions: fasteners shall be in accordance with the material requirements of ASTM F 1667. Exception: h drainage system is not required where the foundation is installed on well drained ground or sand gravel W Windborne Debris Region: Aneas 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 R405.1. the ultimate design wind speed (Vult) is 130 mph or greater. not less than 30 inches by 30 inches at the showerhead. R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible U) 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 R406 Foundation Waterproofing and Dompproofing Z the followin standards are ermitted 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 R406.1 Concrete onl masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain O R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, g p 1 out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where required e limitations therein. Where en ineered desi n is used in conjunction with these standards, the R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the � limitations of this code and th 9 9 design shall comply with the International Building Code. locations for the purposes of glazing. by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Q R308.4.2 Glazin 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 footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating, 1 /1 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) 9 or other sign or means shall be used to identify the structure. Address identification shall be maintained. F- u J hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of Q m nventional construction contains structural elements exceeding the limits of Section 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. Section R321 Elevators and Platform Lifts one-half of `he backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water Z R301.1.3 Engineered design. Where a building otherwise co all er endicular to the lane of the door in a closed osition and within 24 inches of the hinge seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same t pe of R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. 2. Where the glazing is on a w p p p P 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 Y be com atible with the erformance of the conventional framed s stem. En ineered desi n in accordance with the International com I with ASME A17.1 CSA 844. soil as was removed during excavation. P p y g g 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 P y / r T 7 Buildin 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 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a 9 hazardous location. class one va or retarder material. If this ret rder r' I r vi 1 f v nti R301.2.1 Wind desi n criteria. Buildings and ortions thereof shall be constructed in accordance with the wind provisions of this code using Exceptions: Section R322 Flood Resistant Construction P a mate ra is used, p o de s.f. o e ng per 1500 s.f. floor area. 9 1 P Install vents within 3 feet of each corner of foundation. the ultimate design wind speed in Table R301.2(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". TABLE R301.2(1) Zones, as established in Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA Section R310 Emergency Escape and Rescue Openings structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. F� 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 �� wind Desi n SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be R502.2.2 Blocking and subflooring. Blocking for fastening panel edges ti fixtures shall bl a minimum of utility grade lumber. GROUND 9 SEISMIC FLOOD EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. SNOW To o ra hical S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual designed and constructed in accordance with ASCE 24. SPEED p g p P TERMITE DECAY HAZARDS CATEGORY WEATHERING TEMP REQUIRED Index Temp R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue n , LOAD m h Effects Wind bourne DEPTH 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 ® 48" o.c. max. where beam is; not located under wall to 1"�', ( P opening. unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that allow for piping or vents. W Region Debris nin of not less tha n 5.7 s uare feet. e R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear ape g q such enclosure is not built so as to render the building or structure in violation of this section. R502.6 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 U) zon The net clear height opening shall be not less than 24 inches and the net clear width shall be not fess 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 approved joist hangers. � MODERATE SLIGHT TO 10 air conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to m 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not r ^ 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 required in Section R322.2 or R322.3. band or rim ,'dist. C J v with Section R310.2.3. Exce tion: Locatin electricals stems, a ui ment and com onents; heatin ventilatin air conditionin lumbin a Trances and R502.8.2 En ineered wood roducts. Cuts, notches and holes bored in trusses, structural com osite lumber, structural 44 R301.2.1.4 Exposure category. Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width P 9 Y q P P g' g' g' P g PP 9 P P areas wooded areas or other terrain with numerous close) s aced obstructions having the R310.2.3 plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or glue-laminated members, cross-laminated timber members or I-joists are prohibited except vwhere permitted by the O 1. Exposure B. Urban and suburban Y P of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be fully 1� size of sin le family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R322.3 provided that they are designed and installed to prevent water from entering or accumulating within the components and manufacture•'s recommendations or as shown on these drawings. J g opened. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a r " 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. F., R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the Exposure D extends downwind 600 feet from the partially obstructed area. Includes flat open country and grassland. registered truss design professional where required by the statues of the jurisdiction in which the project is to be ver o en 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. constructed. 3. Exposure D. Flat, unobstructed areas exposed to wind flowing o p U • Exposure D extends downwind 600 feet from the unobstructed area. inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center vertically for 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 R310.2.3.2 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. Building materials and installation methods used for flooring and interior and exterior walls and wall Section R506 Concrete Floors (On Ground) R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the b Section R405.1 orb an a roved alternative method. R506.1 Concrete slg� on grades to be min 3-1/2 inches thick. e mitted b Table R602.3 5 . Individual walls or wall studs shall be permitted to Y y PP - - coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to Q laterally unsupported bearing wall stud height p r y ( ) Exce tion: A drains a system for window wells is not required where the foundation is on well drained soil or sand gravel mixture the provisions of FEMA TB-2. R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed (- exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design ilspin accordance with the United Soil Classification S stem, Group I soils, as detailed in Table R405.1. R 322.2.2 Enclosed area below desi n flood elevation. Enclosed areas, includin crawls aces, that are below the desi n flood elevation blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. U) shall be provided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits S0 Y 9 g P 9 Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils 1-- U of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in R311.6 Hallways: min. 36" clear width. shall: classified as 3rou I accordin to the United Soil Classification S stem in accordance with Talble R405.1. Z accordance with the International Building Code. R311.7 Stairways 1. Be used solely for parking of vehicles, building access or storage. P 9 Y 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 laplped not less than 6 inches � all of roject more than 4 inches on either side of the stairway and the clear width of 2.1 The total net area of o enin s 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 subgrade where no base course Z) R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, required headroom height. Handrails sh n p 1 tfi P 9 The common wall shared b 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 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 unheated accessory structures. UO Item 1 or 2. Y ve o enin s installed such that: or vents in the cavity of thg� 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 ha p g ti ht a ainst 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. 1. There shall be not fess than two openings on different sides of each enclosed area; if a building has more than one Section R602 Wood Wall Framing 9 9 Desi n and ' ction. Com onents of xte for walls shall be fastene in accordan a with le 34 throw h 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.7.3 Vertical rise. A fli ht 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 g ,nstru p e r d c Tab s R602.3(1) through 9 9 R302.4. R311.7.5.1 Risers. The riser hei ht shall be not more than 8 1/4 per supplement. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the R602.3(4), tall sheathing shall be fastened directly to framing members and shall confirm to the requirements 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 finished exterior grade immediately under each opening. R602.3(3). 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. 2. Where a fire sprinkler system in accordance witlh 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 X inches shall be provided on stairways with solid 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this section. TABLE R602.�(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 R302.1(1) R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. DISCRIPTION ASTE ING a,b,c d TYPE EXTERIOR WALLS R311.7.8.2 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 ( � ) of the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade 1. BLOCKING BEIWEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL 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 EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the turn. higher. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL LLT r: ^ , � FIRE-RESISTANCE RATED 1 HOUR <5 feet R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in WALLS 3. CEILING JOISTS,NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o N cV ri allo N NOT FIRE-RESISTANCE RATED 25 feet and the walkline radius is not greater than 241 inches. Each tread shall have a depth of not less than 6i 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 22 feet to <5 feet All treads shall be identical, and the rise shall not be more than 91 inches. Headroom shall not be less than 6 feet 6 inches. T4BLE R302.1(2) R 311.8 Ramps. Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL 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 325.2 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 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the 6, RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL ExTEF;IOR 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 10D COMMON. TOE NAIL FlRE-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 325.4 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 325.5 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 e 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) 16D COMMON AT 16"O.C. FACE NAIL z z z z z z R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from th r assembl finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the Exceptions: 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL o 0 0 0 0 0 underside of the roof sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall o Y. 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 � � F U) (0 including wall extensions through and separating attached enclosed assessor structures. 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL R302.2.2 Para ets for townhouses. 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is aggregate floor area of the enclosed space is not greater than 10 percent of the mezzanine area. p 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 ® 16"0/C FACE NAIL Of � W 1. The parapet shall extend not less than 30 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 3. 0 erable windows that are rovided with window o enin control devices that com I with Section R312.2.2. located. as tested in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved P P P 9 P Y Section R403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o walls or one la er of 5 8 inch T e X sum R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL N fire-retardant-treated wood for a distance of 4 feet on each side of the wall or y / YP 9YP R401.4.1 In lieu of a com lete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, silt sand, "' 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 9 / 9 Y � board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers 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 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 on soil that consists primarily of clay or silt or have any inorganic material or fill. any openings or penetrations in the roof are not within 4 feet of the common walls. FOUR 8D COMMON. TOE NAIL rfaces 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: 17. TOP PLATES, TAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL 3. A parapet is not required where roof su 1 2. Basement walls ex osed to weather: 3000 sr lus 5 to 7% air entrainment 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 P P P 21. JOIST TO SILL, TOP 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 W u ural) inde endent. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL R302.2.4 Structural independence. Each individual townhouse shall be str ct y P with Section P2904 or NFPA 13D. 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER � CD Exceptions: R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade R 403.1.3.16 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 RAFTER. FACE NAIL 0 O j. 1. Foundations supporting exterior walls or common walls. shall be equipped throughout with an automatic sprinkler system. with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and o 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 ssemblies havin R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored ROOF, AND WALL SHEATHING TO FRAMING W Y R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor a 9 P2904 or NFPA 13D. not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated with h inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 8D COMMON ROOF 12 o c at interior 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 v w w � floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of There shall be a minimum of two bolts per plate section and located not more than 12" or less than 3.5" from the end of a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing Z � 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), (� Exceptions: be ermitted to be located such that their deflectors are within 1 inch to 6 inches below the structural members and a 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142 or less. Lu 1.A fire-resistance rating of 1/i hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed P TABLE R404.1.2(1) 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 in accordance with NFPA 1;i. R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting joist construction. f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end construction of such assemblies shall have an equal or greater fire-resistance rating. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. Lu R302.5.1 0 enin Protection. Hone comb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a Section R314 Smoke Alarms HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT WALL (FEET) � �•� �¢ P 9 y R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus w Cnn self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device. 58 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY = the dwellin from the ars a 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 N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY / 9 Y 9 PP roof ceilin assembl 2x6 wall studs at 16 inches on center with a maximum hei ht of 10 feet sh_all su ort a maximum ui /' M-1 � R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating g g 9 of two floor lus roof ceilin assembl . Exce tions: Where desi ned b in accordance with acce ted en ineerin ractice or I v 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. hall be se orated as re uired b Table R302.6. Openings in garage walls shall comply R314.3 Location. Smoke alarms shall be installed in the following locations. >8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY P 9 Y P 9 Y P 9 9 P R302.6 Dwelling-garage fire separation. The garages p q Y AND ONE NO. 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 0 m 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 han ee o tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on z 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 and 20 feet where spaced at 12 inches on center. z ri.i J .2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide overla in Z Q Q R602 3 p p pp p p p pp gat corners and � v 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 TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates C� o =^: _-.� o � areas. contains a bathtub or shower• need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the U) .. . 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 width of the studs. W GAS.r ` �U I me S read & Smoke Densit 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) � .0 R302.9 Fa p Y ermanentl installed cookin DESIGN LATERAL SOIL PRESSURE OF R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figlure R602.6(1). Notching & Q \SNR CART C\ 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 p y g MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED 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 Y G r ?;Jt c� y R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: appliance. (FEEr) ( �) 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 h-, . �**;,>" �� a 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as 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 �, (/� C, -_,•M,-� "'s z n follows: permanently installed cooking appliance. 1.1 Vertically at the ceiling and floor levels. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking a 10 12 specifications for engineered products. (figure R602.6.1) -..L [. 1 �1 r T -{ W 1.2 Horizontal) at interals not exceeding 10 feet. appliance. s 7 NR NR NR 9 8 5 ® 41 NR NR V, p� `� , Y .. 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 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 wilt 10 s s ® 41 5 ® 22 NR Q activate all of the alarms in the individual dwellin unit. 11 X810 Section R302.7. g NR denotes no reinforcing required. NE�/1vQ�� 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 Section R315 Carbon Monoxide Alarms Locate vertical bars 1Ya" clear from inside face of walls. The center of bars shall not vary from this by more than inch. requirements. R315.1 General. Carbon monoxide alarms shall comply with Section R315. J B 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 3 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. UNIT S 119 MODEL A 1 V� 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 W 2. Two thicknesses of 1" nominal lumber with broken lap joints. following conditions exist. 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. Q SHEET NUMBER / 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. W 5. One half inch gypsum board. 1 2 0 MODEL A 15 (D 6. One quarter inch cement based millboard. 915.2.3.1 One Family Dwellings. C> 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. W 0 retained in place. 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 TRUSS IDENTIFICATION SIGN c • Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) wall by one of the following methods: _ N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z ULTIMATE DESIGN 1. A waterproof sealant applied at the joint between the wall and the pipe. W MINIMUM NAIL PANEL NAIL the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation TYPE CONSTRUCTION, PRE-ENGINEERED WOOD 0 WIND SPEED V utt 2. A flashing of an approved elastomeric material. 2 � o SPACING (mph) of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less CONSTRUCTION AND/OR TIMBER CONSTRUCTION cp MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage ai wooU NOMINAL PANEL STUD SPACING than 6 inches (153 mm) below grade. from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or HERS Rater professional and posted REFLECTIVE RED 6" DIA. O 6 (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY ( ) (Mandatory). P P Y P P 1. Galvanized steel Or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. 0 r ' � RATING (INCHES D.C.) (INCHES D.C.) on a wall in the where the furnace is located, a utility room or an approved location inside the building. PANTONE (PMS) IFN V B C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z ^ , r_ Insulation and fenestration Requirements by Component 3. Other approved materials. W L_ COMMON 1.75 24/76 7/16 16 6 72 170 140 135 A plastic pan shall not be installed beneath a gas-fired water heater. O �,�,J n U) � 2 R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters Or trusses CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL PP ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE (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 WALL - a--� ` R-VALUE Section 0101 Scope EFLECTIVE � U o N '- U101.1 General. The provisions shall be applicable for new construction where solar ready provisions are required. WHITE I� .- N N>. forces in accordance with accepted engineering practice. F R _ 4 EXCEPT 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 ` MARINE R802.11 Rafter or truss uplift force. U ca � Section 0102 General Definitions 1/2" 1/4" O Q w c`i For rafters at 16"o/c in 12i0mph wind speed. Roof pitch > 5/12 Exposure B Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a 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 U co Span (ft) 12 18 24 28 22 36 42 48 solar photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE ❑ V � �' 00 Uplift Force # 117 14!3 182 203 226 247 281 314 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such COMPLIANCE WITH 19 NYCRR 1264 Increase x1.09 for itch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. roof/ceiling assemblies shall be R-30. The reduction of insulation from the ireq requirements of Section N1102.1.2 shall be limited to Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE DOSTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN P 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever DIAMETER,WITH A STROKE WIDTH OF 1 2. THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN co R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type Sin N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl 0103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. �� CO 0103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 ms) exclusive of COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE ;4 accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. MATCHING SYSTEM(PMS)1181. 0- R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration mandatory access or set back areas as required a the international Fire Code. New multiple single-family dwelling (townhouses) R702.4.2 Backer boards. Materials used as backers for wall file in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 m2) SECTION 1265.4.SIGN OR SYMBOL per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the 1D THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR 4e composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY TABLE R702.4.2 subfloor decking. back areas as required by the International Fire Code. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL Backer Board Materials N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but 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 MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned equipment. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. Z FIBER REINFORCED GYPSUM PANELS ASTM c 1278 0103.5 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 PRIOR TO THE ISSUANCE OF A CERT1FlCAlE O 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. construction documents. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. 0 ASBESTOS FIBER MAT REINFORCED CEMENTITIOUS 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 pole WOOD ROOF TRUSS SPECIFICATIONS: U N N and labeled in TABLE R703.8.1 and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed a circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be ROOF TRUSSES SHALBE ODESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE � accordance with UL 907. TABLE N 1102.4.1.1 (R402.4.1.1) positioned at the opposite (load) end from the input feeder location or main circuit location. INTERNATIONAL BUILDING C DE. W Allowable Spans for steel lintels supporting masonry veneer Air Barrier and Insulation Installation (NOT 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. � SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: L3x3xt/4 6'-0" a'-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 supply other outlets. At D (EQUATION 16-8) 1_400/4 8'-0' 5'-o' 4'-6" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. least One receptacle outlet is required for each Car space in a garage. U CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY P q P 9 9 D + L (EQUATION 16-9) L5x3.5x5/18 �o'-o` s'-o' s'-o• GAPS IN THE AIR BARRIER SEALED. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + S (EQUATION 16-10) 0 L6x3.5x1/4 t4'-o' s'-6" �'-o" ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + .6W (EQUATION 16-12) LL Ln BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) Cn a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED.THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE O Z c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED 101 MPH BASIC DESIGN WIND SPEED IN EXPOSURE TRUCTURAL REQUIREMENTS OF THE 20011 R703.12.1 Clearances. On exterior stud walls, adhered masonveneer shall be installed: DOORS SEALED. ACCORDANCE WITH THE S5 CATEGORY B. I]ry INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: w 1� ( ) RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER DESIGN LOADS: TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY 1. Minimum of 4 inches 102 mm above the earth FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 ASCE7-10 , TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED plastic with a minimum vertical attachment flange of 3 7/Z 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 PHOTOVOLTAIC CELLS. 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: ALLOWABLE I SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) �4 >_4 R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION 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. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 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 ~� Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES IN AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 9 P 9 / THE DRYWALL with no finished ceiling attached to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: O R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. titi 0-1 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 parons H/180 2. LOCATION B ALL JOINTS. wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF Floors and ceilingsbrittle finish L/360 3. REQUIRED BEARING WIDTHS. L~LJ w W lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF / / 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 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: 30 PSF All other structural members 1_/240 4.2. TOP CHORD DEAD LOAD. 0 t 8 inches with max 7:12 roof itch. 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 Exterior walls with plaster or stucco finish L 180 4.3. BOTTOM CHORD LIVE LOAD. 0 L ' fee P 9 P / 4.4. BOTTOM CHORD DEAD LOAD. s with corrosion resistant metal ties embedded in mortar or rout 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 m � `./ R703.8.4 Masonry veneer shall be anchored to the the supporting wall stud 9 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. mortar or rout 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 R301.2.1.4 Exterior walls with brittle finishes L/180 4.6. CONTROLLING WIND LOADS. and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch g ❑ �.T..� - _ 'I ace= Nominal 1" between sheathing & veneer. FJach recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from Exterior walls with flexible finishes 1_/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. O minimum tie size= 22 US (age. Minimum tie fastener 8d common nal. Airspace= 9 seismic provisions of code er R301.2.2 area and shall be spaced not more than 32" on center horizontal) and C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple P P ) 6. EACH REACTION FORCE AND DIRECTION. tie shall support not more than 2.67 square feet of wallp Y Lintels supporting mason veneer L 600 ' 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,o0oPSF 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 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. P4 other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign r section R703.8. Systems of building footings. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. /� v R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. in nEEIECTION PAID EOR I'VE AND TOTAI IND I 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Z) ��I i 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) WU061Ap(LO 4(pQI�SC9ENPATELISSN$ RCESV8FX B THE TRUSS MEMBERS. I--• be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at Door And Window Required Design Loads: THE%ZOINTERNATIONAL BEgAAT�UBfi 61E�1661HDBR9RINRi�Q L00'Yl3JG LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF F R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain All exterior windows and doors shall meet minimum wind pressures ll THE INTERNATIONAL BUILDING CODE. drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. zone temperatures down to 557 (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: �_ Z U R802.1.5.4 Labeling. Fire-retardant treated lumber and wooc structural panels shall be labeled. with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) R802.3 Framing details. Rafters shall be framed not mo•e than 1 7/z inches (38 mm) offset from each other to ridge board or directly 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 MPH ULTIMATE D + L (EQUATION 16-9) W 130 MPH ULTIMATE 140 :E 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. Z) 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 = LNE LOAD, inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported 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 O at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: less than three units vertical in 12 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 +20.24-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF roof pitch i s 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 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF 1_/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF 1_/360 OR .75". 7dR802.3.1 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. I100 S.F. +15.5 -19.0 +18.0/-22.0 Exception: Ducts or portions thereof located completely inside the buildingthermal envelope. Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN designed in accordance with accepted engineering practices. P P P Y P 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 comply with either DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: 9 P adjustment coefficient in Table R301.2(3). 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 ALL JOINTS. B 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-impermeable spray foam products shall be permitted to be applied without additional joint seals. 4.1. TOP CHORD LIVE LOAD SNOW LOAD. 4.2. TOP CHORD DEAD LOAD.. the rafter or ceiling joists at intervals not exceeding 8 feet. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall 4.3. BOTTOM CHORD LIVE LOAD. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. 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'-O" and greater. button-lock types. ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ¢ N N h N c0 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 _ c" c°' 00 c" Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. R806.3 a N1103.4 R403.4 Mechanicals stem piping insulation Mandato Mechanicals stem piping capable of carrying fluids above 105'F 41'C D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS 7. JOINT CONNECTOR TYPE AND DESCRIPTIONSIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. ( ) Y P P 9 (Mandatory). Y P P 9 P rY 9 ( ) A.F.F. ABOVE FINISH FLOOR (E.G.,( ) ( ) q P 9 Y 9 ( ry)• ADJ. ADJACENT/ADJUSTABLE DAL DETAIL LT. LIGHT RNG F RANGE RCING,REINFORCED or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7 R403.7 E ui ment sizin and efficient rutin Mandato EXCEPT WHERE SYMMETRICALLY Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance A.F.T. ABOVE FINISH TREAD �' EACH LVR. LOUVER LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. E.J. EXPANSION JOINT L.T. LAUNDRY TUB R.O. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation ROUGH OPENING R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a methodologies. ALUM. ALUMINUM R RISER ELEC. ELECTRICAL MAS. MASONRY 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. INCH. ANCHOR RND ROUND 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall N1103.6 R403.6 Mechanical ventilation Mandato The building shall be provided with ventilation that meets the requirements of the 2015 ELEV. ELEVATION MAT. MATERIAL be measured from the top of the ceiling framing members to the underside of the roof framing members. ( ) (Mandatory) 9 P q A ANGLE 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. ( ) ( ) Y ARCH. ARCHITECTURAL EQ. EQUAL S.C. SAWCUT International Mechanical Code as amended), 2015 International Residential Code as amended), or the New York Cit MAX. MAXIMUM 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. The rough-framed opening shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a EQUIP EQUIPMENT SCHEM. SCHEMATIC 9 y ( Y ) Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have ® AT MDO MEDIUM DENSITY OVERLAY automatic or gravity dampers that close when the ventilation system is not operating. EXP. EXPANSION SHLF SHELF * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING z z z z z z hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 MECH. MECHANICAL 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 SHT. SHEET ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL 0 0 0 0 0 0 BD. BOARD MIN. MINIMUM DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING E5 up up to co attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing Section N1104 (R404) Electrical Power and Lighting Systems BLDG. BUILDING EE. EACH END SIM. SIMILAR > members. See Section inches 17 for access requirements where mechanical equipment is located in attics. 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 ul Lu N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall BM BEAM MTL. METAL STL. STEEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS, Q� W W or W I W I I I be high-efficacy lams or not less than 75 percent of the permanently Installed lighting fixtures shall contain only high-efficacy BTM BOTTOM F/C FLOOR COVERING CHANGE MATERIALS: DRAFfSTOPPING MATERIAL SHALL BE NOT LESS THAN 1 2 INCH GYPSUM BOARD, 3 8 INCH WOOD STRUCTURAL PANELS. Section R902 Fire Classification 9 Y P P P Y 9 9 y 9 Y BLKG. BLOCKING SUSP. STRUCTURAL / R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C lamps. Exception: Low voltage lighting. F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT BRG. BEARING SUSP. SUSPENSION co roofing shall be installed i. jurisdictions designated by law as requiring their use or where the edge of the roofs less than 3 EDN. FOUNDATION (NTS) NOT TO SCALE SGD TYPICAL ROOF & FLOOR TRUSS NOTES: SLIDING GLASS DOOR N BRK BRICK FLR. FLOOR ap S UARE 0 and) C roofing required b this section to be listed shall be tested in accordance with Section M1305 Appliance Access BSMT BASEMENT FP FIREPLACE SQ. Q * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF N feet (914 mm) from a lot line. Class A, B g q Y M1305.1 Appliances access for inspection service, repair and replacement. Appliances shalt be accessible for inspection, service, repair and CL CENTER LINED.C. ON CENTER TOWEL BAR UL 790 or STM E 108. F.R.FRFIRE RATED TB METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY 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 FIRM FRAME OPER. OPERATOR T & G TONGUE AND GROVE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and m , serviced, repaor repFT appliance being inspected, laced. A level working space not less than 30 inches deep and 30 inches wide C.J. CONTROL JOINT OPNG. OPENING roof covering shall be tested, listed and identified with a fere classification in accordance with UL 1703. Class A, B or C • FOOT / FEET TGS TOP OF GRADE SLAB TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID OPT. OPTIONAL in jurisdictions designated b law as requiring their use or where the edge of (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. COL COLUMN FTG FOOTING TFW TOP OF FOUNDATION WALL FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. photovoltaic panels and modules shall be installed9 Y q 9 M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large CONC. CONCREFE O.S.B. ORIENTED STRAND BOARD Np TYPICAL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS Z w the roof is less than 3 feet (914 mm) from a (lot line. GA. GAUGE he 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 OZ. OUNCE T TREAD RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN uJ R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into t feet 6091 mm) ion measured alar the centerline of the passageway from the opening to the appliance. CONT. CONTINUOUS GALV. GALVANIZED 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 2 E-+ U wall assembly. not more than 20 ( ) g 9 P 9 G.C. GENERAL CONTRACTOR 0 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, INSTALLING & BRACING OF METAL PLATE R 905.1.2 An / GEN. GENERAL PC POURED CONCRETE CONNECTED WOOD TRUSSES. � } " typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit than 18 inches (457 mm) above the floor in garages. CTSK. COUNTERSUNK min 4 typ pp y C.O. CASED OPENING GYP. GYPSUM U.N.O. UNLESS NOTED OTHERWISE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OFA -J m or higher. Ice protection requirements per table R301•.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for G.L. GLUE LAM PBD. PARTICLE BOARD REGISTERED DESIGN PROFESSIONAL. Lu CANT. CANTILEVER W Y less than 4:12, entire roof to receive ice & water shield. every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system HGT. PL. PLATE VERT. VERTICAL W C.T. CERAMIC TILE HEIGHT shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code HDWR. HARDWARE PNL. PANEL V.I.F. VERIFY IN FIELD E S F TI F S. a R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 uniuJ ts horizontal (2:12) or greater. For roof section M1506. CLG. CEILING I� � � iAFL� @�I�IL1� I ��L-0 F�LFtCNI w C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W WASHER v o slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double M 1506 Exhaust openings: A minimum clearance of 3'-0" is required between air exhaust terminations and openings into the building. C.R. CHAIR RAIL HD.WD. HARDWOOD Vy/ 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z PF. PREFABRICATED WITH O underla menta application is required in accordance with Section R905.1.1. 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. o Y PP q M1507.4 Minimum required local exhaust rates for one & two family homes. HR. HOUR PR. PAIR WD, WOODLU R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 D DRYER HDR. PROJ. PROJECT PROJECTED WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. U) 9 W o 0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to Area to be exhausted: Kitchen = 100 cfm intermittent ni 25 cfm continuous. HEADER / W.W.F. gage ( PENNY 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 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. DBL. DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. yyNpyy WINDOW 5, All applicable state & local codes, ordinances and regulations if any. � less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. DIA. DIAMETER P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with ❑ Lu Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the DDR. DIRECTION INGR. IN GROUND 9 9Y. P P R 905.2.8.3 9 9 9 sidewall onto the roof piping is located less than 1 M inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be DN DOWN INT. INSULATION QUAD. QUADRUPLE manufacturers specifications and / or recommendations. F T N inches 102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the verticalINT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all F+� U ( provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend DR. DOOR REF. REFER TO REFERENCE discrepancies including an dimensional conflicts, immediate) to architect for corrective measures prior to construction,or into the gutter. Where siding is vertical side wall the vertical le 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 asses I.S. INSIDE CORNER P 9 Y Y the vert g 9 ( ) 9 9 P P 9 P DW DISH WASHER RMS. ROOMS 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. � 1. � provided on the vertical siidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be 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 p 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. } provided in accordance with Section R703.7.2.2. less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing KSI KIPS PER SQUARE INCH z m ai R 905.2.8.5 Drip edge. A drip edge ::hall 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 discrepancy exists, � ( ) ( the contractor shall promptly report it to the architect for proper adjustment before proceeding with the work. Z q 0 overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than X inch (6.4 mm) below the roof sheathing G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch 1.463 mm No. 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the U' 13 �� cn 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) GRAPHIC SYM B 0 LS same character as for similar conditions that are shown or noted elsewhere on the construction document set. U0 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 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and W ,BGG E 4� over the drip edge along eaves and under the drip edge along rake edges. (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. 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. R RT STRUCTURAL CALC. REFERENCE U �* `'�� `, cy �% provisions of Chapters 3 v' air inlet into an building. The bottom of the vent terminal shall be ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The airchitect is therefore not responsible - 0 ,C�7,' �� m R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicablep P from or 1 foot above any door, operable window or gravity I y g )(X for any and all conflicts including weatherazation, water proofing and framing with respect to the construction documents. F- 'x,11 m n: located not less than 12 Inches above finished round level. DETAIL REFERENCE and 4 of this code. 9 Q c, i ' z -I: i f a building within 10 feet but shall not be less eta appliance with an input of 10 000 BTU per hour or less shall be located not less than 6 inches XX c.2 PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 2 . . r c R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any porton o g The vent terminal of a direct vent pp p P ,.,_ FLOOR FINISH CHANGE NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE W , = than 3 feet above the highest point where the chimney passes through the roof. from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per ,�, _ 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 UNDER THE DIRECTION OF A LICENSED = \ :.�_�,> Section R1004 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. 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. X XX � 310 .� built fireplaces shall be tested in accordance with UL 127. - - - BUILDING SECTION �� ❑ 'c/vEW Y R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace Section G2439 (614) Clothes Dryer Exhaust XX PARTITION TYPE 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 # R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the JOB NUMBER is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. building. G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 2 0 Z 6 0 2 3 Energy Efficiency for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the UNITS _ - N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling inSdation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or manufacturer's instructions. 119 MODEL A1cellulose) shall be written in inches (mm) or markers that are installed at feast one for every 300 square feet (28 m2) throughout Q W the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with Section P2607 Waterproofing of Openings SHEET NUMBER numbers not less than 1 inch (25 mm) in 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 a r-," 2 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 12 0 (MODEL A 1 Z as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, U) ^ ' CONNECT KING STUDS TO TOP PLATE I­_ V./ 65-249 X 14"MR ROOF FRAMING WRAP 1-1/4"1 6A.6ALV.COIL STRAP Z ATTMH To 1:x,11 PAIR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb ^ E 0-W X 24"MR OF OPPOSWl6 RAI CRIPPLE 5TUD5 ATTAON TO EAM PAR 2x AGQ LE06ER W/2-3/8"x5" LA6 DBL TOP PLATE Ib"O.G. U 8 OF OPPO5N6 RAFTERS ROOF RAFTER, BOLTS 0 I6"OG INTO STUDS 4 FUW ROX S� PLAN 2X BLOCKING ,1, y! O +-� V 51MP5ON STRONG-TIE 4? A35 ® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR Z6ABLE END TRUSS c ^ ' U GEILIN6 J015T OR W STRDN65A O �✓ o rn c`o 5 I,"5TRON6 5M'SM 5TROId6 - - TRU55 BOTTOM CHORD 51MP50N H2 CONNECTOR 0 EA. "� F- .}-d � U) � 53 -TE ft25 TE lib ° 51MP5ON 5TRON6-TIE a +-' 6 TIE H2 8D NAILS PA GF GPPG5N6 RAFTERS. ALTERNATE TO RIDGE STRAP: H3®EVERY RR RAFTER TO 5TUD AND KIN65 U ■ m - 51MPSON STRONG- RDC£STRAPS SHAt1 ATTAGl®TO EACH IR TYp 8d NAILS T(P. (EYI.FF":RLXvE STRAPS ARE NOT REWU MIEN C LLAR TE5 X PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) V > UPPER THIRD OF THE ATTIC SPACE O LyAI OR 2X4 ARE L4GAT®M RE Int min cE Ttt° I- �`= N N } NGW4 DNb LLW1eflR G5-22 STRAP AT - � FOR USE WHEN STUDS AND USE IN GOhBINATION ONLY WHEN STUDS AND W/4-IOd AT EACH RAFTER) ATTIC SPADE MD ATTALt®TO EALtf PAR OF RAFfBtS W/4-I0d NAIS EACH STUD,SEE � (� ;v� � 'RAFTERS ALIGN -F AFTERS DO NOT ALIGN L5U26 FOR 2x6 RR DETAIL 4 Z L5028 FOR 2x8,2x10,OR 2x12 O i✓ �� M "sl U Q O FRAMED OPEN 6 ❑ U r` 00 FOR WINDOW!OR co -RID 6E STRAP DETAIL / �I D(E 5T-RAP DETAIL LU25 a N STRONG-TIE 2x4 5 2xb E OR DOOR 0 (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) W28® EVERY GJ STUDS® Ib O.G. (' NO SPECIAL FT = 2x AGQ LEDGER W/3/8"x5" LA6 CONNE(TOR5 REO-V d 41er MN LOCATE AT EVERY RAFTER BOLT® 16" OG INTO STUDS IN TH15 AREA N.TS. LOCATE AT EVERY RAFTgR N.TS. STRAPPING TO BE 1-1/4"X 22 6A. �- 6WISON STRONG ` sTRON!<� - -TIE LT5 TE Nb / A 6 BEAR AA MIN.OF l0'ON FRAM EPPING SM'S0N STRONG TSD NAILS TDP.3 IOD MAY DE M r APPLU / 6ABLE END HALL TE"V OR H105 ovFR I/2"Str. nim h U". / PORCH ROOF AILS TYP. / I 0WS. RAPP I N1 DETA I L DETAIL AT ATTIGFOR USE HfN STUDS AND 115E IN COMBINATION ONLY WHENSTUDS AND / O 'RAFTER5 AL16N ­IRAFTERS DO NOT ALIGN NTS. STRAPPING TO RUN ONTO RIM JOIST,SEE 1- DETAIL q/DI(ONE STORY)OR ONTO 5TUD l AT WALL BELOW(`TWO STORY) ROOF' RAFTER HURRICANE TIES\\\ • " o s I N.TS. LOCATED AT EVERY ROOF RAFTER \ " Z AT IG 0 5TRAPP I NCC DETAIL „ 5WP5GN Pas, GAP 66q3_41 i2 FOR FRAME GONNEGTI ONS o Ln ° UT_ELGGt3-A AT MPS M DI N.TS. Q l � J (/�J��-�� " WTG4W 2ND FLOOR� � � �-T IN.(2)2X u 3 n n Z PROVIDE 3"1 X3 WASHER PLATE AT ALL ANCHOR BOLTS KI Ibd FADE NAILS FROM � `'T� OR Ax KING STUD INTO HEADER M5 OW 5EGURED BY WOOD 51H PLATES. r-I i GOLUMN POST TOP ANGHOR � sfART NAILS 5IMP50N PAB OR 5B ANCHOR BOLT5 MAY BE USED IN LIEU OF w THREADED ROD W/WASHER PLATE. END 1.56TH / 5 N.T5. LOCATE AT EVERY GOLUMW e4RDER CONNECTION HH/2 sI" PROVIDE YXb"X.036'6ALV.STEEL PLATE W/ fl•MR NAlS 6-80 NAILS AT CORNER5 AND INTERSEGTIN6 r- WALL5. 3'X12"XA36`SAW.STEEL PLATE W/ F7 (r Ll:1J6m M I \ T NAILS 12-8D NAILS AT AT BUTT JOINTS IN 5TRAI6fiT SIMPSON L5TAI2 STRAP W/ \ IWALLS WERE THERE 51NOLE PLATE OR HEADER 5-100 NAILS EACH END AT GLEPR SPAN 2X6 KING STUDS NAN): EACH JACK STUD ~i l 24'MINIMUM LAP SPLICE ONE AT SPANS UP TO b FEET O GUr LE*TN \ NAILS TWO FOR SPANS 6 TO 12 FEET _ 2 7/fs 50`0 A30'1 ROD THREADED b"BOTH ENDS. THREE FOR SPAN512 TO Ib FEET 2X6 JACK STUDS(UD N): �. PRM MN EW Q BOTTOM PRE-W � 3/4"AND V ROD AT SIMPSON STEEL 5TRONG WALL,SEE PLANS 12-160 MIN.NAILS ONE AT SPANS<b' DYTANGE Lf 7/S EM LBJbm IST FLOOR\ NAILS AT ALL SPLICES THREE AT SPANSR02 6'TO 12' W w p."MN 51MP50N P05T BASE N „ UNLESS NOTED OTHERWISE ON PLAN (4)NAILS MN M ABU44 OR ABUbb,SEE PLAN UPPER STORY SHEAR 2X3/8 X3 WASHER PL W/NUT EACH SIDE m r ^ (4)LENbm ) CS-22 COIL STRAP I V J 1 - - - WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL EXTERIOR HALL W O FOOR TO FLOOR TIE=S I BELOW GONNEGTION l ANGNIORBOLTw/7, FOR SET BACK WALLS HDU HOLD-DOHN5 AND 5TRONC HALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION 4WTI LOCATED AT EVERY STUD \ I/2"0 HOOKED 2 I \ FOUNDATION MINIMUM EMBEDMENT OR EXPANSION I✓ 14 ICJ � r NOTE I \ BOLT W/5'MINIMUM EMBEDMENT NTS. NTS. N.T.S. L`■+J COL 5TRAP5 LwM OTAMNO PRATE.Sd GQ•,IMI(0.191 x 25•LM)NAL5. \ (,OL 5TRM5 M SrrnmNb FIRM 10d 00b"(0191 X V LONG)NAILS. I \ `\ GOLUMN POST BOTTOM ANGHOR ~ I \\ 6 ALLOWABLE HOLES - N.TS. LOCiATE AT EVERY GOLIIMW 6tRDER GONNEGTION Rha°KA U MY,t1GR® SD NAIL®b"0/G AT ALL PANEL EDGES n 1- TO MAT`III,tY,lc 160 NAIL® 24 0/G U \ �l5d WI 5 TOE�� HIP RAFTER, IGD NAIL®24'0/G }�,"o5B OR PLYWOOD LVL Headers and Beams Z 1 ,R�rBt 51MP50N HGP HIP SEE PLAN INTERIOR SHEATHING 1.3E TimberStrande anitlrollame LVL (4)NAILS MR N CORNER TIE 0 NOTE:WERE 24'WIDE MINIMUM FULL HE16HR I a"LENDTH(�) � LSL hole zone hole o PSL 2 x est hole of the Ya depth 0 WALL RETURN 15 PROVIDED AT ENDS OF hole zo largest Mole(minimum) BRACED WALL LIFE THE 800#NIOLDOVt4 MAY I � `" 0 BE ELIMINATED. PROVIDE TWO(ONE AT EACH4, LI"LENSm (MN) _ J 8D NAIL®6"0/G SIDE)05-22 STRAPS PER DETAIL 4 IN LIEU OF i 51MPSON BP WASHER INTERIOR - LSTA3b STRAPS 5HOWN IN THE DETAIL. NAIL SHEATHIN6 TO ° o AT ALL PANEL ED6E5 d 1 SILL PLATE W 8d 2X AW SILL PLATE. DOUBLE 0 - - - - J_ - - 0 0 ° EXTERIOR GYPSUM BOARD o 0 0 NAILS e 410/0 SILL AT RRL.BA5Eh1ENT5 J 7'MINIMUM 5/8 DIA.STEEL ANCHOR - - - - - EN>BEDNETdT BOLTS MAX.2'-8'O.G_ tx W Nur vKLeY 8D NAIL® 12"0/6 AT ALL Microllame LVL and EXTEND BOLTS MIN.T INTO 65-22 COIL STRAP �TO RIftER MEMBERS NOT AT PANEL EDGES allowed aho a zone middle Ys span FON.WITH TIGHTENED NIT t 15/32"055 OR 3'x IV WASHER TO EACH BOLT. (2)2 x b AIR 5WiP50N L74 PLATE NALED TO 5Rf'�G41 WIL�p #4 CONTINUOUS BAR PROVIDE TERMITE SHIELD SILL SILL PLATE RW1 AAD 511 PLATE 16"o/G Ar Dcn Rrfra+wrt� IN51DE CORNER OUT5IDE CORNER -L.STA36 W/10-I0d NAILS SEAL AND MAINTAIN W MIN. PLYWOOD 5HEATHIN6 d 1.3E TimberStrande LSL allowed hole zone d ti r- LOCATED 2'TO b' VAILY,NCA NI'MISW5 INTO STUD ABOVE AND FROM WD TO FINISH GRADE BELOW(2 EACH GORNEPJ FROM TOP OF WALL NOTE: MAL A5 PHt TME53,Wl`LM. PLAN VIEW PLAN VIEW u1 General Notes o � Cq N M ONO' N Tall=2,g80t COIL STRAPS UNDER 5HEATHING PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL /�� SEE FOUNDATION PLAN 5TRAP5 OVER 5HEATHIN6 PROVIDE:IOd COMMON(0.131 x 3'LONE)NAILS. EXTERIOR HALL TOP EXTERIOR GV I�•NE• HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OSIER OR FALSE VALLEY L_I� DEPTH HOLE SIZE headers and beams only. NER GONNEGTORS TYPICAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE STiRAPPINC� DETAIL PLATE HIP GONNEGTION WALL FRAMING 4%" • Round holes only nd STORY GOR a 5Y2" 1Y4" • No holes in cantilevers. p� 774"to 20" 2" • No holes in headers or beams in plank orientation. CJ LOCATION AS NOTED N.TS. LOCATE AT EVERY 57110 N.TS. 1.(,'rg, N.T.S. See illustration for Allowed Hole Zone N.T5. LOCATED AT EVERY GORNLR N.T.S. DO NOT cut,notch or drill holes in headers except as Indicated In illustrations and tables. Z Z Z Z Z Z A MINIMUM OF TWO BRACED WALL LINES(BWL)ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BWL5 SHALL NOT BE SPACED E)TDM STRAP MD WALL RIDTHIN6 fl E)MVED STRAP ANf WALL ShEATHIN5 O O O O O O MORE THAN 60 FT APART. WALLS WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. BWL LOCATIONS ARE NO TO TOP OF POM( WALL r USED TE! ��I I NOTEi TO TOP OE POM( WALL. IF USED��I I j j j W j INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE 5MP<,ON PTTIZ WOW AT G5-W5P$IW.FD A BRACED WALL PANEL(5H^P)SHALL M61H WITHIN 10 FEET OF EACH END OF A BHL. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER W w w w w WALL END PMLS(TYPE A) t%A5 WAURED EDGES OF BWP'5 SHALL NOT BE GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BAP ON EACH BWL EXCEPT AT ®I AT WNAP WAL PETALS G AAD D. WALL5< I6 FEET LONG MAY HAVE ONE 45'OR LONGER SHIP. BHPS ARE TYPICALLY C5-W5P SHEATHED BRACED WALL PANELS (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE 5H P TYPES A 3 I/2`NDE LVL HEADER(SEE PLAN) N ® 8-100 NALS AT DTM AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BW 15 REQUIRED. CONTINUOUS TO OUTSIDE OF PANlEL u� 0 N BWP TYPE5 ARE INDICATED ON FLOOR PLANS. r /� ®I �-3/8"0 THREADED ROD ® G5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET z z CONTINUOUS IIV4'MIN DEEP HEADER TO CONTINUOUS IIV4"MIN DEEP HEADER TO NOTE:W�ZE 24'WIDE MINIMUM FULL HEIGHT THE MINIMUM LENGTH REQUIREMENT'S OF TABLE R602.10.5. NAIL jWd MINIMUM WALL OUT5IDE KING STUD(SEE PLAN) OUTSIDE KIN6 STUD(SEE PLAN) PMH.MIX WALL RETURN IS PROVIDED AT ENDS OF SHEATHING WITH 8d NAILS 0 b"0/0(EDGES)AND 1210/6(FIELD)AND PROVIDE 2X C5-WP BRACED WALL LIME THE 800# BLOCKING AT ALL UNSUPPORTED PANEL ED6E5. PROVIDE 800 POUND HOLDOWN FASTEN S'SHEATH@l6 TO HEADER W/ ' FANAIL S'SHEATHING C HEADER hV W HOLD"MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT EN05 OF BRACED WALL LINES THAT DO NOT HAVE 8D NAILS 0 3 0/G IN EACH DIRECTION a 8D NAILS o 3'0/G IN EACH DIREG11oN WALL MIN PANEL W EITHER A 24"MINIMUM FULL HEIGHT WALL RETURN OR A 48"MINIMUM BHP. LU SIMP50N LSTA24 STRAP ON BOTH SIDES AND UJ SIMP50N LSTA24 STRAP ON UNSHEATHED 4EI6FIT(FT) WIDTH"L' TRIM TOP OF PANEL AS READ � T�� CD EACH OF HEADER TO JACK SW VU Ib-I00 NAILS � � FACE W Ib-IOD NAILS � 8 28' 6-1/4"WD5 5CAD6 O W '- TABLE R602.105 MINIMUM LENGTH REQUIREMENTS OF G546P z W z111 CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER'0 2 1- = FASTEN TOP PLATE TO HEADER"0 2 1- q 32' W PORTAL STRAPS I/2'FROM EDGE ON J I] ROVE OF Ibd NAILS 0 3'0/G z ROWS OF 16d NAILS 0 3'OlG z 10 34 W Q w WALL AJAGENT CLEAR MINIMUM LENGTH OF S II 38" BOTH SIDES(a STRAPS PER PANED Y HEIGHT(FT) OPW6 HEIGHT 0 6i BRACED WALL PANEL O (2)JACK STUDS MIN.OR PER PLAN (2)JACK STUDS MIN.OR PER PLAN 12 42" Q M Q H 5IMP50N GNW COUPLER NUT <64" 24" R_ F BLOCKING AT PANEL.EDGES $ b4"TO DO" 32' O BLOCKING AT PANEL ED6E5 O BLOCKING AT PAUL EDGES 80'TO qb" 36'• PANEL SHALL HAVE A LEM6TH'L`OF NOT 51MPSON SWSB STRONG WALL 5B Z <64" 27' GYPSUM BOARD "6B"BRACED WALL PANELS(TYPE B)SHALL BE PANE.SHALL HAVE A LENGTH V OF NOT PANEL,VERIFY PA PLIES PLUMB (� Lu LX LESS THAN 16'FOR ONE STORY AND 24'FOR 0 LESS THAN Ib'FOR 8 FT WALL 18'FOR g MOTE:DETAIL APPLIES TO ~ " " 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE Q - O FIRST FLOOR OF TWO STORY APPLICATION. - - _ - W O x/8'0 ANCHOR BOLT OR q 64 TO 50 30 CJ FT WALL,AND 20'FOR A 10 FT WALL SEE O SEE PLAN FOR ACTUAL LENGTH. BOTH ENDS OF HEADER a z ADHESIVE ANCHOR 80"TO qb" 41" R602.105. 5EGURE Y2"6YP5UM BOARD WITH bd COOLER NAILS, PLAN FOR ACTUAL LENGTH. _I to <T O 30" Dgl5"X IYb"6YP5UM BD NAILS,OR.Og5"X 13/e"ANNULAR RINGED �' IF WDTH TO HE169 DIMENSIONS ARE IF WIDTH TO HE16HT VMGION5 ARE [�J < •• NAILS a 7"0/G(EDGES)AND TO/G(FIELD). BLOGKIN6 15 NOT EXCEEDED THEN DETAIL"P TO BE USED. EXCEEDED THEN DET/UL'F"TO BE USED. NOTE, ^ J 10 64"TO N30" 30" REQUIRED AT UNSUPPORTED PANEL ED6E5 WHEN PANELS ARE " N IF CONTINUOUS HEADER IS USEb 0VE3t U 80"TO gb 38 INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FULL BOTH OPENINGS THEN MIDDLE WALL = N •Partial credlt for panels 36"to 48"wide per RbO2.10.52 HEIGHT BLOCKIN6 DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KING STUDS BRACING IS NOT REQb "L°o Q�A� TO TYPICAL HOLDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD TWO KING STUDS F- FASTEN VI6'SHFATHINS TO EACH STUD � FASTEN 7A6'SHEATHING TO EACH STW H- GYPSUM BOARD "GB" - TYPE B u AND SILL Wr bD COMMON NAILS 0 3'O/C AND SILL 1 V 8D COMMON NAILS o 3'oiG Z m FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A o 0 R FA51EN 7/16"SHIFATHIN6 TO STUD NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - ANND SILL VU 8d MAILS o 4'01r, N.TS. PORTAL DETAIL'G`ONLY APPLIES 51 F0U4 < 10-1/4W5Ig G TO 2 FT TO 18 FT WIDE OPENINGS. `� FCR HOLD"D LI W/1END S 05 Z TABLE 602.103(2)WIND ADJUSTMENT TO SCREWS IN DOUBLE ENlD 5TW SDS SCREWS IF NO FLOOR ABOVE. TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14OMPH U) N WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'0 ANCHOR BOLT OR EXPANSION SCREWS IF FLOOR ABOVE PAWL TO SIT DIRECTLY ON TOP OF W CONCRETE FOUNDATION WALL SWP,ON DTTIZ NGLA7A4J AT C6-WSP iS KV WALL HEIGHTS,AND 2 BRACED WALL LINES AD�L15TN1ENT STORY CONDITION ADJUSTMENT BOLT WT"2"X2'X5.V PL WASHER UI ANCHOR OR EXPANSION BOLT W - WALL LTD PAN35(TYPE A)HPU A5 RFS BASED ON 5UPPORTING FACTORCONCRETEU_ G1 R OVER ep AT DRAGID wALL PETALS G AND D. STORY $WL SPACING CONT METHOD GB 114 BAR CONT IN TOP OF CONCRETE •4 BAR CONN IN TOP OF CONCRETE 2-1/2'0 ANCHOR OR EXPANSION BOLT ST eD SHEATHING EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION FOUNDATION FO[WATION _ TE eb 5S-IOD NAILS AT MIZ EXPOSURE CATEGORY ONE STORY D 15 04 BAR DONT IN TOP AND BOTTOM Q eD 10' 25' 55' EXPOSURE CATEGORY TWO STORY G 13 PABS-I8 ANC.HOR BOLT OR Va'THIREADED OF CONCRETE FOUNDATION 51MP50N 557/8X24 OR PART-18 ANCHOR 2 1 � cS y TOP - RAD W/WASHER PLATE,SEE DETAIL 15/DI BOLT OR Ye"THREADED ROD, W � ' 7 f" e EXPOSURE CATEGORY TWO STORY D Ib EXTEND WALL SHEATHRNG OVER RIM J015T PAM-I8 ANCHOR BOLT OR a/e'TRADED SEE DETAIL I!5/DI = 44 ,;1 F < m . eb TOP 20 5.0 IO.O OVER ROD W/WASHER PLATE,SEE DETAIL 15/01 rn C7 ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL ED6E FRAMED TOP �� 7,0' 145' WALL PORTAL DETAIL TYPE D ONLY APPLIES TO b FT TO 15 FT WIDE OPENINGS. ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARDS Rb02.10.3(U MINIMUM LENGTH WALL TO BE U5ED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS I TO PETE MINESTROPANEL LS REN11RE5 EMGUl BOLTRED DESIGN TO TOP 40' q.0' 18.5' ROOF SAVE TO RIDGE RODE+I FLOOR 15 FT 1.15 RECIUIRENfENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO 8E coNrnIBUnN6 LL=N6TH OF 48•TOWARDS R802.Io.3(V MINIMUM LBJ6TH TO DETERMINE PANlFI.SIZE ANWD ANCHOR BOLTS FOR ROOF HAVE TO RIDGE ROOF+1 FLOOR 20 FT 13 11567 ON FIRST PL ObR APPLICATION ONLY. TOP 50 II.O' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT I.I REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. & ACTUAL HORIZONTAL DESIGN Wt✓0 LOAD AND GONLDITION ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP bo' 13.0' 27.5' HALL_HEI6HT ANY STORY a FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL JOB 3/eV ANCHOR BOLT OR HALL HEIGHT ANY STORY q FT O.qS 016023 ADE51vEANCHOR eoTT°M of 2 10 s.o 105 ,�HEIS ANY STORY 11 FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F BOTTOM OF 2 20' q.0' 19.0' WALL HEIGHT ANY STORY 12 FT I.I C F 0 0. NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 '-" NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PIER ENGINEERED METHOD W n0• 4 HIMBER OF EHE.PER PLAN DIRECTION AT STORY 3 13 U) SHEET •o °oU$a 130 ROM OF 2 30' 13.0' 2751 HIMBER OF Ht$PER PIAN DIRECTION AT STORY 4 1.45 v Q U B R : NUMBER OF EIRL PER PLAN DIRECTION AT STORY 5 OR MORE Ib BOTTOMOF2 11.011 36D' BRACED WALL PANEL DETAILS GYP BD FINISH OMITED FROM INSIDE FACE OF BW 1.4 ^ HOLDO�IN DETAIL AT SLAE3 130TTOM OF 2 50' 21.0' 44.0' APPLIES A METHOD G5- AN ONLY L UNITS 119 (MODEL Al ) & 12 0 (MODEL A- 15 z GYP BD FASTENING ANY STORY 4"O/G O.l p-) NOT TO SCALE � 20 NTS. BOTTOM of 2 60' 25.0' 525' APPLIES TO METHOD GB ONLY W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z c , w �1 E �i (Mr.VX4"ftpcKAJ6 — TYP.Q(fERIOR WAU OQ V ani va GUfR166 R5 0 Ib"Z.- Z s Z FRAMfP WTIT 4 1 4 O N o rn L } 1 ~ 4—d ti L } 4' � �r..� U •'cN�' 33rn R106E5 TO AL16N 2 fxb"M06KNO 2 2 � +1•, �� PDFL a.O(K fTLNxdx8 I— 3 RIDGE VENT PY TFYPON"OR EIS X Z -� ami Z — u) RID6E5 TO ALI6N 6 d — ('x5"TRM O i- x c M c RiD6E VENT TYPICAL ROOFING: I"xb"FASCIA U tn w to M H16H GEILIN5 BEYOND A15#FELT UNDERIAYMENT I/2"PLYINO(A S(fAThIM6 ❑ M 12 In'PLYWOOD SHEATHIN5 M I"x4"rKR4 CO �I b'AZEK TRIM 9 b'AZEK TRIM I IO HAPDIPLANK k„ S„ d DENTIL BLOCK#DTLB6xbx8 HORIZONTAL 51DIN5 12 - BY TYPON'OR EQUAL b'AZEK TRIM 12 12 12 AI.I DENTTL BLOCK#MU*�Xb 12 _ EYP 12 f I2 - b•A�TRIM GABLE END DETAIL ri 12 12 u, AI (+//-))12 r L_ -BEDROOM#2 PL HT b'AZEK TRI VIA IN IN 3'ZEK TAKE RIM �,ID W r N.T.S.RAKE ° b'H16H BLIND = $ BD{(/IN 3'AZEK 12 r u FLASHHIII6 I b' TRIM w = TRIM(TYP) ROOF BREAK 6'BLIND FLASHING r U AIL Z) 12 u Q I 11111 11 itb'HIGH BLIND 6'NIGH BLIND of METAL EYEBRO I = 12 4 Q FLASHIN6 FLASHING n STANDING SEAM ROOFING 0 D.12 PITCH _ _ METAL R Q Ix8 FASCIA BD. -- Z ry Ix8 FA-561A EV. 4 - DEN 8.AZEK AL16N b"BLIND BEDROOM#2 PL HiT O FRIEZE BD. FASGIA5�"-"FLASHIIN6 �; 1,O. I'-0" U ND FLOOR IPE '= OH. OH. I'-0" pINIII Ilppl14-4-4 ' ^ ILL OR 8'AZEK 11 1111 1 it 1'-0" FRIEZE EV. I I 1 OR - OH � 1 I I I \-5-EMBD I i a u �uu - e -- e ❑ II II p r Ix AZEK TRIM I I I o o r dJ III II II ITI II N rTT_Tr7 it] 111 11 11I I I �—{ r II II /jkFIRST FL LII I Li 11 1 11114 IRST FLOOR LINE pLOOR I FIN. IST FLOOR lip bxb P.T.POST WITH bxb P.T.Ft75T WITH 51MP50N I I I I BG523 6 105T GAP ANICHOR t I GGOL.UMN X382 W/5MARE�T A3 I10'5 MN#46382 W/ERMIMAA 65T POST GAP I I I I 51PPSON AE!"P05T BASE I FLAT GAP d BA5E(OR EQUAL) I F- I I F I 5IMP50N AM66 P05T BASE d (TYP-ALL GOLIM>r5) -GORhER coLUMN To BE � w FLAT GAP d BASE(OR AU -CORNER GOLUMN TO BE I -ALL COLVMW) I I I I I PROVIDED Hv SPLIT KIT I U 4 I I I PROVIDED W/SPLIT KIT I I I I ( I I I I _ LL I I I I I I I I I I I I ❑ w O i I I I I I I I I I UNFIN. FLOOR - _ _UPFIN.E35MT FLOOR 1-6 - - - - - - - - - - - - - - — — — — — — — - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - -LI- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U FRONT ELEVATION FRONT ELEVATION 316 = I-0 3 b = It-ON U UNIT 119 Z UNIT 120. 0 w MODEL Al (HOLLY)- RID5E5 MODEL A 15 (LAUREL) ° TO AL16N w T ao RID6E5 TO ALIGN H M o M N f� N t0 Q 0 N N C') 00 N RIDGE VENT - - Q ��. RIDGE VENT APPLY ICE!WATER SHIELD IN FAIR 12 WEATHER WEEN THE AIR,ROOF DECK AND HARDII'L ANK t 135 I2 MEMBRANE ARE AT TEMPERATURES OF 40'F h"AZEK TRIM HORIZONTAL 51011 5 CRICKET BE(OPb WC)OR H16HER. t 135 12 IN 8'AZEK RAKE Ik 3'AZEK TRIM(IYP� INSTALL ICE d WATER SHIELD 10 Z�ENTIL BLOCK x�x8 PER MANUFACTURERS �D BY'FYPON"OR EQUAL 5PEGIFICATTONS TO MAINTAIN cn PRODUCT WARRANTY 12 12 0 0 0 0 0 0 12 0 12 12 12��I-0' I-0" 12'x Ib"VINYL W� W� OR 12 I 12 LOUVERED VENT== TYPICAL ROOFING: INSTALL ICE t WATER SHIELD 12 D AI.I I ARCHITECTURAL PER MANUFACTURERS SPECIFICATIONS TO MAINTAIN I2 AI SHINGLES 15#FELT o PRODUCT Ix8 FASCIA W. UNDERLAYMENT V2"PLYWOOD o _b'BLIND 8•A7 b'Ala BLIND I %EATHIN5 ��. LA-'50* FRIEZE EHD. RASHINl6 APPLY ICE d WATER SHIELD IN FAIR HEATHER WHEN THE AIR ROOF DECK AND ALIGN ALIGN MEMBRANE ARE AT TEMPERATURES OF 40°F FASGI FASCIAS (5°G)OR HIGHER. ' -Ti �ii - - MSTR BDRM MASTER B A WDINING PL HT EN2KF5T F'L HT - _ ----- PL HT M-HT - OH. 1.-0. I�" Illlpl plNlll OH. IEE EV. 0 CO " "y" _ FRIEZE BD. O oro --� I IOH. -- I I I I I I J 111 [ W OH. EXTERIOR WALL SOFFIT I-0 -( . I I I I I I _ w O W T7= 11 -HARDIPLANK 5HIN&LE 51DIN6 -- OH. I ---- - = I I i I I I - - > �� Y -TYVEK OR EQUAL � _1I_ TL T - FTT --fAb 055 5FEATHIN6 5 �' p 2 Q 11 1 I 11 _F w [� W 6i -2xb WOOD 5TUD5 0 I6'OL. 1,-:.1- I I I I I I [—� -6'R-21 BATTS 4 Q Q 4 O © I I I I I I — �+ , w ! , I, I ITFTF I I I I 4 U - Q i,:,:._l.. I I I I I � w HALL1 1 I I Ix4AZEKTRIM IjJ O —BEYOND• I I I I I I z �.i-�-I I I I I I I U) ILL II I I I Q FIN. IST Fl_OOR uj I IN. I5T FIRST LINE 2015 (RG-G2427b(503b1 1,IJ_l.' I FI FLOOR LINE r T 1 U ELEV- O'-O" _ _ _ _ ___ _ Fes', OR VENTING 5Y5TEM TERMINATION LOCATION: u) 10 SQUARE HBd6 DERMA CAST I r- -- I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN lii V INPUT OF IOp00 BTU PER HOUR(3KH110R 1E55 SHALL BE 6xb P.T.P05T WITH SIMPSON I II I II I I CD BC52-3/b P05T GAP ANCHOR a I I I I 1 II I III I Ix4 AZfK TRIM I I I I SIMPSON ABU%P05T BASE COLUMN#4b382 W/SQUARE 1 p I p I LOCATED AT LFACT b'FROM ANY AIR OPENING INTO E I I I FLAT GAP d BASE(OR EQUAL) I I I I II I III I I I I I I I I I II I III I I I I I ( I I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT ave IOA00 � m BTU PER HOUR BUT NOT OVER 50,000 BN PER HOUR SHALL BE z -ALL GO1 ) I I -CORNER COLUMN To BE I I 1 11 I E55° I I I I I I I iii i iii i I I I I I I I INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND w PROVIDED W/SPLIT KIT I II I W1NrnOW,l I o WINDOW AN APPLIANCE WITH AN Q�'UT OVER 50,000 BTU PER HOW Q I _1 I I I I I I I I L=� =J I I I I I I I I SHAH.HAVE AT LEAST A 12 INCH VENT TERMINATION 0 ___-1J CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR LL I I I I I I I INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE GRADE. (n p G\s ERF . ... I I I I _ I _ _ ( UNIFIN. I IRHFIN. FLOOR I I I I I I I II I 2015 IRC-83122.1 U Pi 0 �BFRT�'S'�, - - - _ _ _ _ _ _ _ _ _ _ - � - - - - --IF I - - - LI - - - I- - -L - - - - IN DHEL_$*UNIT5,WHERE THE TOP OF THE SILL OF AN f - - - - — - - - - - - - - - - -I- - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- _ - - - - - - - - - - - - - - - - - - - - -I- - - - - - - -I- - - - - - - - - - OPEfi2ABLEWINIDOWOPENIIN615LOGATEDLE55THAN24' ABOVE THE FINISHED FLOIOR AND 6REATER THAN 72'ABOVE �,;: THE FINISHED GRADE OR,OTHER SURFACE BELOW ON THE L.L:1 ;_ �- ;�.�� Z (") EXTERIOR OF THE BUILDINI6,THE OPERABLE WINDOW SHALL = -i �., \ .. COMPLY WITH ONE OF THE FOLJ_OHMN6: REAR ELEVATION 'REAR ELEVATION 'OPE SST THAT WILL OIP NI%ALLOWIN IT 4 INCH DIAMETER SPHERE TO PASS THROUGFI THE OFENIN6 IN ITS LARGEST OPENED POSITION. ❑ 38 3 b = I-0 - (THE WINDOW OPENINS CONTROL DEVICE AFTER OPERATION TO 3/I b - I'-O" 'FALL PREVENTION DIRGES THAT COMPLY WITH ASTM F 2090 W Y�� RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO -- UNIT 120. FULL-Y OPEN,5HALL NIOT REDUCE THS NEr CLEAR oPENIN6 /,JOg NUMBER UNITl19AREA OF THE WINDOW UNLIT TO LESS THAN 5:!5GMIARE FEET. W _ MODEL Al (HOLLY) MODEL A- 15 (LAUREL) co SHEET NUMBER UNITS 119 (MODEL Al ) & DUET CLUSTER. ELEVATIONS w 12 0 (MODEL A- 15 ) `D w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED R106E VENT FIRE RETARDANT z w PLYHOOD 5HEATHIN6 E 2"W RIDGE BEAM 0 4--) 12 12 R106E5 TO ALIGN RI 06f5 TO ALIGN0 u RIDGE VENT z RI 12 12 2"Xb'RR VENT 0 mo F 0 16806. F r-t =0 12 c'j 'd (2)2"XIO" a 12 , I I w .2 ;S 4 HARPIPLANK 12 HARDIPLANK PT C71RDER 12 55 !E HORIZONTAL 510INC7 7'1 HORIZONTAL 51011465 SECURED TO 0 QVrER5 I LEADEF5 4± 0 LO Z ALL GUTTERS 4 LEADERS SHALL BE 5AKEI? 'r"12 L- CLU)tEi 0) HALL @ x H41TE ALIHIRIM A32'MIN.GAUGE,6U17TER5 0 ce) END5 < Lu C�) SHALL BE 5-SEAMILE55,Ob.STYLE W ALL 4 t C) 12t 85 RIDGE VENT RELATED 4 REQUIRED ACCESSORIES. LEADERS Lo co R1961E VENT I i , 10 '0',D21'6X16E W CLIPS 4 SHAILL 13E MIN.2 co ANOHOR5. CAULK 4 SEAL ALL JOINTS. PITCH . . . . . . . . . 6UTTER5 MIN.VD"/FT.PROVIDE PYL. a co 06E VENT Y I RECEPTOR5&'ABOVE 6RADE TO R52K Nz f LEADERS -01 7-7 1 (aDrw CAP DE516W. �7-7- OR 12 IO a 7 ..... ..... L-1_ CLERESTORY -3;E--ST — 12 12 BEYOND WALL -6... .........6- . . . . . . . BEDROOM#3 12 Nz 7 BfYOND WALL BEYOND Iz' ROOF o 0OVEIZED . . . . . . 12 O.H. O.H. PORCH BEYOND . . . OH. 1'—6- Ixb FASCIA BID. 2"Xb" 5OFFIT BEAMS z A 0 g 0 16"6L.JAV VENTED VINYL 5OFFIT EIRP . . . . . . . HT MSIR BR IPL HT F- /-6 BEDROOM#2 PL HT OYER F- OH. OR OR C7AT;?-A6E PL H 10"SQUARE H134 6 PERMA ii q —T j! .I I I J.1 T-T-11111 11 Ill 11 1 1 GA5T COL"#40,52 W U) OR -0. 6'AZEK J F 1:' SQUARE FLAT CAP 4 z OH. AIAI/I 1 11 Ill I I ii FRIEZE EV. 0 -I I I I I I I I J.-I I I'll%L I I.-I 1 11 11 1 1 1 1 1 1 1 1 1 1 11, F49- MA57ER BEDROOM tid CORNER COLUMN TO BE WALL BEYOND WALL 0 COL"0 COVERED Ca"0 COVERED' LL GARAGE Tr BEYOND I I LLJ- COLUMN 0 COVERED PORCH BEYOND I I I I 111 11 1 1 1 PORCH BEYOND I I FRONT PORCH BEYOND Z I Ii I'll I 11Y I I I I I I I I I I I J I L IJ I T . . . . .. III L11J.-I L I FIN. IST FLOOR, jj-, H FIN IST FLOOR FIN. IST FLOOR J4 1 FIN 15T FLOOR 'it ELEV= 0'-0" ELt:v= U.-u- I ELE\/= 0'-0 IELE'7= 0-57 tX4 AZEK TRIM Ix4 AZEK TRIM R LINEJ COLUMN 0 COVERED I HOUR RATED EXTERIOR FIRST FLOOR FRONT R�FZH MYOND BEARING KNU A55EME3LY- 5EE DETAIL: A 1 1.1 I v O w U) UNFIN.55MT FLOM 0 — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — —— — — — — — — — — — — — — — — — — — — — Ln — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TYPICAL PORCH SLAB ^ O #4*P.G.SLAB(MIN.3500 P51 GONG) REINFORCED WITH bxb,10/10 W.W.M. -R1 BHT 51 DE ELEVATION LEFT 51 DE ELEVATION (BREEZEWAY 51 DE) 4 TAMP 4 FILL TO 95%OB517Y 5/16' V-0, 3Abil 111-00 BREEZEWAY SECTION < UNIT 119 UNIT 119 Mrs. Al . lz W MODEL A l (HOLLY) MODEL A l (HOLLY) C) 0 0 12*UPPER&ABLE 12'UPPER 6ABLE BUILD OUT -OUT RIDGES TO AL16N BLOCK RIP615 TO AL16N BLOCK R106E VENT R106E VENT BUILD R106E VENT M06E VENT a V j R106E VENT RID6E VENT -A. Q 7 7 i r1- co b. OH - . . . . . . . . . . m C. m 6. lr-� N C6 . . . . . . . . . . I X it c"i cli co, N' a RIDGE VENT . . . . . . . . . . . . . . . . 12 1 RIDGE VENT -(q. ------ 12 - o I' E85 t 10 ABL GUTTERS 4 LEADERS rABLE� GABLE IF ALL GUTTERS 4 LEADERS SHALL BE RAM CH. OH. 1�L.L-L i I I I I I I 1 11 11 1 1 1 WHITE ALUMINUM D32*MIK 6AU11SE,GUTTERS �6ABLE----6 SABLE GABLE SHALL 13E 5'SEAMLESS,Ob.SrU W ALL OR RELATED 4 REWIRED ACCESSORIES LEADERS "HIGH BLIN04-�,l I I FLASH% SHALL BE MIN.250',D21'6AIeE W CLIP5 4 ANCHORS. CAULK SEAL ALL JOINTS. PITCH z z z z z z ROOF 0 C0V`EI;ED ROOF 0 COV57ED 6UTTEW:)MIN.1/157IFT.PROVIDE PYL. NI Ill I I I PORCH BEYOND 0 0 0 0 0 0 i4 EAQQA pr) RECEPTORS b"ABOVE GRADE TO RECEIVE Fn Fn V5 V5 U) U) PORCH W�yomw > > > > > > LPADERS(aDetm CAP DE-546W. Ix&FASCIA W. W w Lu w w w clov.PO�H PL HT COV.PORCAH4 &ARA6E PL HT Ed YOND /-6 d-\ r7AJ Pt PL HT VIP OR AZEK 49L 1.-0.L 1LTJ 11 11 11 1 . .1 . 1. 1 . FRIEZE W. ill 11 Hill 1111ill 11 11 ill IIIIIII lillill I LF WALL o 6ARA6E 11 6- 1 Ill 11 1 1 IQ 13EYOND z =L 1�1� I _ II w 1 11 1 COL"0 CAOVERED I I 1 11 11 1 0 J.IJ I-1.1 I I I I 1 111111 klilill 111 , PORCH 13EYOND II 1117 Hill IIIIIIIIIII11111 ill ii I F I I "KI I I Ill 11 ill I I Ill -7 -141 II 1 1 LAJ L rTLTY7� 111114114 II O 7 > -T TTI I I 1 1 FIRST LINE A ldt--\ FISTFLOOR IT _EIIR5M�LINE Lu FIffj FLOOR LINE 0 z IX4 AZEK TRIM 0 Lu w 0 IIcn b AL1 I HOUR RATED EXTERI R < 51 9 Lu &3 BEARING WALL __j A55EMf3LY- 5EE DETAIL: 2015 IRC-6,2421D(503,8) < 4� 0 VENTIN65Y!5TEM TERMINATION LOCATION: cn THE VENT TERMINAL OF A DIRECT\eff APPLIANCE WITH AN INPUT OF IOMO BTU PER HOUR OW OR LE55 5HALL BE CD WIN.mw UNFIN,Pff 5P05. LOCATED AT LEAST 6'FROM ANY AIR OPENIN6 INTO A BUILIDIN6,AND SUCH AN AMIANCE WITH AN INPUT OVER 10,000 BTU PER HOW BUT NOT OVER 50,000 BTU PER HOUR%tALL BE z E LLJ INS�TALLED WITH A q IWH VENT TERMINATION CLEARAWE�AND -j AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR z 5HALL HAVE AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR 0 INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE 6RADE. ........ ......... ................. . . \S RF 10 -RICHT 51DE ELEVATION (BREEZEWAY 51DE) 2015 IRC-R3122.1 Ro LEST SIDE ELEVATION IN PHEI-11.1%UNIT5,WHERE T�E TOP Or THE SILL OF AN 3Ab' V-0' OPERABLE WINDOW OPENIW7 15 LOCATED LE55 THAN 24' a 3A(o" V-0' ABOVE THE FIN15HED FLOOR AND 6REATER THAN-72"ABOVE THE FINISHED 6RADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE ALLOWING:UNIT 12 —0 0 OPENINSS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPI-EIRE UNIT 120 TO PA55 THRO"THE OPENIN&IN ITS LARGEST OPENED O POSITION. FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20,110 (RE WINDOW OPENINS CONTROL DEVICE AFTER OPERATION TO MODEL A- 15 (LAURELMODEL A- 15 (LAUREL) RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO Y PULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING BER AREA OF THE WINDOW UNIT TO LESS THAN 5.1 SQUARE FEET. . . 116023 w U) SHEET NUMBER UNITS 1 1 9 (MODEL A l ) & DUET CLUSTER Z (D ELEVATIONS '5 '�Nv' -=I I I I I IL y 12 0 (MODEL A- 15 ) LLIA101 0 COPYRIGHT GIRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z W J E U O V C o QJ ^` �• L W �� V CNS O N B a A-b A-6 Al-b Al-b Z• E U cdU-)L- X(n„5 M 52'-2" b'0" O O co � 2 N ❑ ! 1 M 00 M 14'-10' q'b" I V n/ AI.I DAPPLIA CE aZARAE AIPPLIANGE5 (D SHALL cD 2 SHALL.BE INSTALLED WITH THE a CLEARANGE5 FROM UNPROTECTED COMR671BLE MATERIALS AS 5'4" 4'-4'M.O. 5'-2" LINE OF REAR CHEEK 5'-2" 4'-4"M.O. 5'-2" '-0" I'-2" INDICATE ON THE APPLIANCE LABEL I OF REAR GHE NE GHEE HALL 0 UNIT 1 WALL 0 UNIT IN19 b AND IN THE MAMIFAGTXtFRS LIINSTALLATION IFSTRUGTIONS. FDI 2 Lam 's� FDI TYPICAL PORCH 5LAI3 — _ z • O 4•PL.SLA)(MIN.3500 P51 CONC) r----� - HD 0 6 MI FORM NTH",IOAO KKK o I b TYPICAL PORCH SLAB17 = tillF =77= = =91 7I- •TAMP dFILL TO q5%DE35T m h; FDI •4•PL.SLAB(MIN.3500 PSI CONG) U rm I'-2° I'-0" FDI I'-0" '-2" 2 E6RE5 :, I REINFORC✓3Jl WITH bxb,10/10 HWM. Q FDI WINDOW 4 •TAMP d FILL TO q5%DENSITY - ?'`;,, _ Hp ovI' B" ° 15'-10• I-0" I '-8' 0" (/� 12 FLOOR J015T5 I Z "------ _ � O b (2)2X10 P.T. d 0 Ib'OG. U FDI J m 4'WIDE JOIST b" 6" j'—)." T-0' a b' b" 13'-b" 10" 13'-0" 10" o 2'x 10' I LTA.SEAT O Q E6RE55 :t 2 2x12 FLOOR JOISTS - _ - SLAB SEAT ELEv=(-)I'-Ii` I LL I — — WINDOWp ;, FDI 0 Ib"OL. - ry PRC DE FRESH AIR 1 2 4'WIDE JOIST - HD - FDI O M b 4'WIDE JOIST SEAT. b - _ = INT TO MEGH EQUIP Z _ _ _ _ TO.SEAT ELEV= U GORE SEAT.TD.SEAT - - _° 1 I I 4 4 ALL H�KATER ❑ FDI E3 EV= Ic (-)I'-1�' " o (2)2X10 P.T. - FDI FDI I I PIPE d DI.LT5 TO M -5' 2'-T"b• 2'7" 4'5" I -0" c - __ - ' FID NP.BEAM POCKET WRAP ENDS OF , 1 I 4 I NLH AT POOKET 016ORI 4 UVULA AS PER t� HIP - _ - 4'WIDE JOIST SEAT. o I r o PROVIDE I/2'1AIR SPACE ALL SIDES I I I FDI I r 1 T.O.SEAT ELEV=()I'-I}' I I I L - FDI / O l o I M.BEAM POCKET WRAP EN05 I I I I IO" 13'-0" F q'b" I f 1 I�'4" SII_ 10'- " 2x12 f100R JOISTS "x 10' °J OF GDR W/ALUMINUM AT I I I I L 0 Ib'I I b SEAT I POCKET OR PROVIDE 1/2'AIR I " I I I I L I L I J ( ( / 2x1 FLOOR 1575 DIREF r VENN HEO-EA EQUIP. I 5PAGE ALL 5IDE5 I I D I I I I \ / I I r APPLIANCE CLEARANCE Q � I ( � , APPI LANCES SHALL BE INSTALLED I *j , -0` 13'-0' q'b' I i lo^ 2x12 FLOOR JOISTS 12x12 FLOOR Jo15 I 2x12 FLooR JOISTS r - o Ib'O.I. II WITH THE GLEARANGE5 FROM I Q \ - L = -I o Ib'OL. I I I o lb'OL. UNPROTECTED corHBHISTIE�LE /4 ry = r L o.c. --DI J I I I IF I L J pI it MATI321AI5 A5 INDICATED ON TFE ( I T�_ " I I / \ I J L IQ- �� O APPLIANCE LABEL AND IN THE - Id? 10"411 " 13'-7" Q'-5" I - 15'-8" °lo' MANUFA IV-4" INSTIRUCTIas o b'-5' Q 19 '5" ' 2x12 FLOOR JOISTS L o I I I v •wiDE JOIST r - -1 _-_ , 31'DIA STEEL COLUMN U-1 w x12 FLOOR JOISTS o Ib'OG. I 2x1 FLOOR JOIS SEAT.TA.SEAT I ( ON 30k 30'x 12'DP PG 4'WIDE J015T 0 12'OL. I 4 I (�16'OL. I ELEV=()I'-I�'(2)3},xilj'LVL FLUSH 6DFz II II L J ;- 4 I FDI �'VIA STEEL COLUMN I / \ L J (�3�'XII�`LV1J FLUSH GDR � FTS NAJVJ �EL�T. A(-)�j+ L 2'PL.FOUNDATION WALL I ON 30'x 30k 12'DP PG I I - _ _-_-_- UNDER BEARING WALL _ _ UNDER BEARING PROVIDE FRESH AIR FDI WITH DAMPROOFIN6 ON do FT6 NA.N) _ \� ®o J J Q m V o-INTAKE TO MECH EQUIP 24'x 12'PL.FOOTING TYPICAL BA56-ENT 5LAB 10" PER C,01V'-10' 15'-b' I 14 0• q'-0" r 10" 2'-0' DAA D LINE INDICATES /� 5'-q' X3'-8 ° Q +4'PL.SLAB(MIN 2500 P51 GONG) - - �� I- ❑ w ALLEXPO587 HOT WA1T32 TYPICAL BASEMENT SLAB I 1 PROVIDE VIS FIRST�LOOR WALLS ABOVE 0 D •A06 MIL POLYETHEI ErE VAPOR r PIPING drDll✓P5 TOA rms Q g •4'PL.SLAB(MIN.2500 PN GONG) I �� I I FDI OPENIN6 BARRIER INSULATED P13t AL e� +Dob MIL.POLYmmec�VAPAPOR I VAMAJ 1P✓I/i TE5 L J I ABOVE 2X VL GDR I I P(fZ5 FOR CHASE // \ r- -1 // \ I �fI NMFOR STOW IN A L J -1 T _ J MAX.SIZE A56RE6ATE OFI�'- �I I NNIFORML GRADED STONE W/A 6RAVEL BASE r T F - - - - - - r - - GOMACT To Dr3�•ITY) 1 I I I -F - - -i - WIDE JOIST J 2x4 P.T.5T11D5 11 MAx.SIZE AGGREGATE oF)V- - - - - - - - -. I - I \ - - - SEAT.TA.SEAT I y� _ _ WITH 3%,(R-13) UNFINISHED BASEMENT CowAr'T To g5%DENSITY) L J / i - - •b'-0'GEILIN5 Hr. Q // O [� BEV=(-JI'-I�' BATES AND SILLS I L�1 v "I o'PL.FOUAD� WALL I I I UNFINISFED BASEMENT �?` �D _ - - Q 10" I , KR-13)aoSED CELL SPRAY FOAM ?� tp TON \ 0 16 O G.EYP. ENSU ALONG INSIDE FAGS OF RdO. +B'-0'CEILING Hi. ✓/ I I I I " " 4 b'-I^ 11151 LOTION 12 JO _ t0 A1.Ex 05W HOT WVATER RPM - - - - - - (n u Q I Mlt-r3)cLoSeD CELL SPRAY FOAM I \ u� I I 4'WIDE Jo151� 2'-0" -2' b' r+ r - _L-- 40 D L.F OOFI ON 2 x L J 5' IO'PL.FOO N6-TA � I I N � "y i n WALLS-FULL Hf OR DRAPED BLANKET - '^ � IP5U_ALONG INSIDE FACE OF RD. E 2; OR u`t I q�EV._O J WALLS-FULL HT OR DRAPED BLAFlKE ry r - -� J SEAL.TA.5FAT1 OPENI I - - x- rt _ a? AND/OR IfATM6 DUGT5 TO BE Q I INSIAAnONs� x �p r� /�I (�\ It' ELEY=(-)r-I}• oPENI FOR p ry 1 'oL. -}� INSULATED AS PER NYS.CODE. F— •ALL EXPO9W HOT WATER PIPIN6 � I I \ / I \ /L � -Tl CHASE I m I - n 1 I W I I O Atd7/oR FFATIN6 DUCTS,ro BE - 3'-8' l0 4 I I I'O" lo' - - - - - - L - - - - - _ - L J dj x INSULATED A5 PER N.YS.CODE. r r 1 r J , 2x12 FJ - - J (2)2X12 FLI �VL GDR FSI � 'P G.FOIRJDATION WALL TD.W.ELfY._ I' -_ —4 r - - 2W FLOOR J015T5 I LTH DAMPROOFIN6 ON o'O• + �2JWO16.0 Ts I 2x FLOOR JOISTS T01ST� Q P.G.FOOTING t I o Ib'OL. U 2x12 FL JOISTS o Ib•OL. UPI its • L - - �+ - e Ib .G. I Q Q b" 2'-0" 4'-2' N b" _y- 4" b'-I" i'4" II'-10" 0" O - - - - - - r -1 3L "� \ fl o I 45 CORNER AR5 W/ 4'-0' m 3'-b.. q„ n 5'O• / - - - - - - - - - 514. p -g'_4r _ - - - - - - - - IF65@MIDPOINT OF 4' - - - L J - - i I FOUNDATION S I'$" % 4 I I 4'WIDE JOIST _ (� T.TA.SEAT _ - TDH.ELEV.= I L- - - - - I- J I FROM TOPE TTTOM. 4 - , EiEV= PT 5 LL PLATETH - 0'-0" 4 W P.G.FOUNDATION WALL I %b'(R-13)BA =762'PT.FURRING 5TRIP5 FDI WITH DAMPROOFOO IN 2"PT.FURRING STRIPS Q -� o �^-i Ib x 8 DP P.G.FOOTING I I 2'x 10' - TYPICAL PORCH g 2x12 FLOOR JOISTS B FDI u AND 51 .5 0 Ib r WITH 2'STYROFOAM TYPICAL H WI 2 ROAM b" I SLAB SEAT • Ai 1,-0" v o Ib`OL. AI-6 2X12 F O.G.M INSUL.(R=10) I •4'PL. (MIN. PSI GONG) I = Il'-0" 4'PL.SLAB(MIN 3500 3'10' 5'-b' 3'-10" 910" 2x12 FLOOR JOISTS I ><5 CORNER KEBABS W/ 4'-0' •TA TO 10/10 WWM. P P51 CONI)REINfoRLED L I I �`I UNEXCAVATED TYPICAL I 2Xb FLUSH u, WITH 6x6,10/10 WJVM. 4 b rf TAMP d fi TO g5% IT i 4'WIDE J015T r `1pL.FOUNDATION I LECfi d1 MIDPOINT OF I I GARAGE SLAB WITH TOP OF •TAMP t FILL rSo q5% _ - - - - n 00 FOUNDATION WALL d I'-b" - •4'PL.REINFORCED (MIN.3500 P51 GONG) I FJ 0 12 OG. Lii SEAT. 10/10 WYLK TA.SEAT II WALL WITH I I FROM TOP E BOTTTOM. I I •VAMP!f®TO g5 DBJ51T Q = • HD 0111=WON 0 -1 r p Q Q N N r N ao El Ell- L J 24k 12'PL. 5D I b' I •SLAPS 6ARABE SLAB DOWN 2' 10' 11.4. FOOnN6 I" 4 q'-5" I m I b" 20'-10" TOWARDS GARAGE DOOR N M oo �i v � HD• O • � 4 4 \ Q `' LNG 2X6 FLU5H WITH TOP I I \ - I OF FJ 0 12"OG. I I 4'WIDE J015T I b b" - - 77(FDI SEAT.TA.SEAT 2x12 FLOOR J015T5 " o FD ■I ELEV=(-)I'-I}' r r 51 4 2k b' I UNEXGAVATM TYPICAL 0 Ib'OL. _ i� SEAT GARAGE 5LAB 5 FID —r - - - - - - - - T I '4'PL.SLAB(MIN.3500 PSI GONG) I FDI L Z6 L = = ry I •TAMP TOO 45 DENSIT�M I I J FDI - I •SLOPE 6ARA6E SLAB DOWN r I IrAR AB AB TYPICAL PORCH 5LA5 b" b'-0" r b' b'-0" b" 5'o_� g^ TOWARDS GARAGE DOOR L --y Z Z Z Z Z Z •4'PL.SLAB MIN 3500 PSL GONG) I ABAB 3 O D In (n In U) fn REMFORC.ED WITH bxb,IWO H.M. u' Q - 0 0 0 0 0 0 m TOP OF WALL I G 3 FDI > >Ill > > > > • Ill TAMP d FILL TO gSAS DI351TY DN=-I'-2" I A$ 4 FDI v ENERGY 1.ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS EY APPLY TO ENERGY CODE ARE BEING;F OWED \—LINE o N 6 3 3 OF FRONT GARAGE WALL 0 UNIT 120 a 2.ALL C N MP L WITH THE 2015 INTERNATIONAL.ENERGY fDl FDI FDI CONSERVATION CONSTRUCTION CODE THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE 3,A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A 2'-2" 4'{b" b" 4'-b' 2.-2. 2'-2" b'-0•M.O. I'-10' b'-0"M.O. 2'2" 1 I'l" b'-0"M.O. I'-5" I'-b" b'-0'M.O. WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, CERTIFICATE SHALL COMPLY WITH IRC N1101.14. AI.I 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL II'-0" II'2" 3'10' 7'-2' 3'-10" Z EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. W U 5.INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE 13'-0" 14'-0' 5'-0' 22'2" 14'-l0' 0 F7 m INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE /--"� REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE 54'-2" 12'-0'BREEZEWAY 54'2" � O Y W W ILL 6.TESTING -BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A,5,6A TESTING SFVLL BE CONDUCTED BY AN Z r U 0 APPROVED THIRD PARTY. 7.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM 120'-4'OVERALL OF R-8 AT 3'OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3'IN � 4 DIAMETER. BA DUCTS SEALING-DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. A-b A-b AI-b AI-b � 8.DUCTS TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUM& 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS -105F DEGREES OR U H O U <55F DEGREES SHALL BE INSULATED H WITH R-3 MINIMUM. 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC/IMC 120 UNIT 11912fOUIPMENr SRING-PER RCCA MANUALS BASED ON LOAD CALCULATED PER ACOA UNIT W MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. z Q 13.UGHTNG-A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE MODEL A1 (HOLLY) "HICH-EFFICIENCY LAMPS. MODEL A- 15 (LAUREL) 14ALL HVAC,PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY REO ENERGY EFFICIENCY,INTERNATIONAL MECHANICAL CODE,AND INTERNATIONAL ENERGY CONSERVATION CODE IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR ��N R aFRT SNS FOUNDATION PLAN FOUNDATION PLAN TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF i THE MECHANICAL,AIR CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW, EXISTING OR UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR 3/16"=1' 0" � C DEPARTMENT. 3/16"=1'-0" �A r, K �o Z n BUILDING EERATIONS OR RENOVATIONS SHALL COMPLY WITH IECC 2015. Y 15.ADDf11ONS,AL UNALIIRED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROMDED FOR EACH \ / SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 ❑ �V-` O�� CONTROL SYSTEMS. 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INT7HIOR GYPSUM WALL BOARD. w2016023 GENERAL CONTRACTOR5 AND SUBGONTRAGTORS TO REVIEW Q SHEET NUMBER ��� P,�M�� 'rT°�PR �H�RAT� UNITS 119 (MODEL Al ) & DUET CLUSTER AB DENOT7=5: HD= HOLD DOWN THESE GONSTRUGTION DOCUMENTS UPON RECEIPT FROM � MULTIPLE LVL GIRDER GONNEGTION5: DIA ANCHOR E30LT USED AS HOLD DOWN wry_W .xlmrsroR SHALL, ARGHITEGT AND REPORT ANY AND ALL DISGREPANGIES SEE DETAIL TV21'SHEET D-) •COMPLY w MANAL'S' FOR ALL MULTIPLE LVL GIRDERS,LAG BOLT INGLUDIN6 ANY DIMEN51ONAL CONFLICT5,IMMEDIATELY TO Z HD DENOTE5: •MEET S1ZNS 6UII�M�WITH HEAT t GOOLN6 EGLgRlE Vr(SIZE SHAD.NOT DEEP LIMIrATM) " " " ARGHITEGT FOR CORREGTIVE MEA5URE5 PRIOR TO U •MAMMAL 5•AND MANIAL'D'LOfPL,AHCE G6tTiFLA,E SF1a,BE 51,EM„T®BffO�W°15511 . A8=„NGHOR BOLTS o TOGETHER HU I/2 BOLTS® 2-0 O.G.,2 MIN, 12 0 (MODEL A- 15 ) FOUNDATION PLAN 51415ON HDU HOLD DOWNS WU 04) •5D5 SCREWS 6ARA6E SWF50N FROM TOP I BOTTOM, 4 MIN. 4" FROM EN05 GON5TRUGTION.DO NOT 5GALE DRAWINGS.DIMEN51ON5 SHALLU) A2 SEE DETAIL"Iq'/5MET DI MAwAL'J'HVAC,LOAD GALLA LATIONS PI2UAD®BY HERS RATER. STRONG WALLS BE GALGULATED AND NEVER SGALED UNLE55 OTHEM15E NOTED. Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I- ^ , F- W Z W E O U A 6 A 6 AI-6 AI 6 U m Ib'-0° 52'-2' o 4--d 52'-2• z v, a) y 2 I4'-8° a'b` IS'- 12'4" O u) U 15'-0" 14'-8' a'b" 8" L O � � .r..� U c N rn 6'-b" b'-6" 2'-5" 2'4" 5'6" 2'4" 2'-5" T'-4" 1'4" 4'b" 5'-0' 1 1'4' 1'4' 4'6" 5'-0" T'-10' 1'-10" b'-2" ❑N � F ALI 10"SQUARE HBd6 PERMA CASTZ U 2'S �Lo COLUMN#g63B2 W/SQUARE OQ x M 10"SQUARE HB46 PERM GA5T 6x6 P.T.POST WITH IT-8" FLAT GAP d BASE(OR EQUAL) il'4" U cn GOLUMN#46362 W/5QU RE SIMP50N 8652--3/6T -CORNER COLUMN TO BE _ � N ED LINE OF REAR PORCH 0 UNIT Ila b P.T.POST WITH swr50N FLAT GAP d$A5E(OR AL) LINE OF REAR PORCH 0 UNIT IN GAP ANCHOR t E - PROVIDED W/SPLIT KIT � cco ao 5652 /6 P05T GAP ANCHOR t -CORNER COLUMN TO LINE OF SECOND POST CCU ) Iq 0) I6 TR 12 19 (D 51 A13"POST B PROVIDED W SPLIT KIT FLOOR ABOVE DI pl (TVP ALL GOUR4H5) - DI (4)2X6 r 1� (3) P.T.61RDER SET TOP �) �+ _ o (3) I6 TR P05T (3)2 2 DH - - - VAU CEILI - - - - HD L_ - � ° _I I_W15 TR - o (3) 16 TR O q' HD HT D q'6 HD HT la E12 ) 1 I f2)2XI0 JCOVE P H 30 FWO 11'-0'PORCH WIDTH '� FWO (3)3016 TR (2)3016 TR m DI (3) DH la 5 N 14'LVL HDR (3) DH FLUSH END 2'x12'PT.5 .e 16' L. (3) DH (2) OH r- -IF pl ,12- +GIRDER - _ - ) � 1 I `r 1I'-4' (2)2816 TR 3(72X8 P .61RDERR - A. HD '° L - - J L - - J L - - J I� _ - - _ o 0 a'-0'HD HT 13.1511 NY x12 GIRDERS 0 SIDES I I I 19 I Gnl L J ( I2' STEP CEILING I (2)2850 DH Z 1 5AN 14'LVL HDR (2)281VTR� I BREA FAST AREA I r O_ II'-0'SOFF1r I I D1 DI 1a o "' f- -I " _12-B16H 2x1 FLooR JOISTS o Ib'OG. I *(19.11 I o II I U I 4 m DI DI a W-6"HD HT O b - - '- 18 51.608o FWG IS 5L. o I -_ 4 4 I 4 G YERED PORCH I DI w © O -_ - - - - 2016 TR L J -I L J 2'-0'• I 2k10' 16H C.J.0 Ib'O.G. 2-o" L J 25c12'SB.o Ib'O.C. I 0- T I l0'-0"GEIL Z-0� (3)2'xlo' I 18'SL 6'-0 FW6 18' LJ n i i 12 IA I I 9 �L - - - 9 _ _ _ 2k10'HIGH GJ.o I6'OG. 19 DI D1 I 1 HD Q o © -r© , °j 6' �® 0 5Y4 x 14'LVL GIRDER �J m (4)2M O DI -i r- -I 4 N _5Ya x 14'LVL HDR L - -• L - - J I 13'-8" 6" ' 4" I6'-4' 2'-10" I 3' " 3'6= 2'-0" FOR EXTERIOR (2)2'x12'FLUSH GIRDER 9 LINE OF 5EGOND ;- L77 _ (2)2' I2' GIRDER ~ U 2k 6'EXT.WALLS - - (3)2X8 4'-0" 2'-0' I - g . TO FRA!'W CONTINJOUS 2'-0" FLOOR ABOVE - m 2 6'EXT. O TO CEILMG Z.-0• INC 0 l0 `t TO BE LLLn !02'x 14'LVL HDR _„ J Q (3)2k b' d? I ® I I m (Z� OI6 HT Q t I O 12'-0'STEP GEILIN6 10'-0'GEILI 6 - LIVING AREA T uPPR ILIN6 I �?' _ _ NUOU5 Fut INT STUD5 II'-0'GEILIN65 - r (3) k 6' I `D r M 6' 12'-0" 6" fl 0 SIVE OF ALL DOORS l2) 40 DH rA CONTi RLL HT Tues (1) 12' GIRD I O e INDOW OPENINGS I I TUB ) MASTER BEDROOM C� MASTE �• 9- Q © I ix � PRE-FAB 0 EA 51 of ALL I '�I Z m 2"x8'GJ.0 16"O.G. b" I I I I 6" 16" I I 24. ' ?` BATHROOM k b FIREPLACE W I y I I vow OPE IN66 I T 30I6 TR (2)2816 TR a 0' J cZ` AN "s I I r-1 II'-0'CEILING TEMP GL DR5 0 a-b HO HNT I I �` 4 II'-0' ILI I P05T ABOVE 2k12•FLUSH 61 I I I -0• TE3'CEILING �q (2)2850 DH DINING I 12'-0'STEP CEILING I {; UND>E WALL I u I. I L (3)2x12 FLU5H 6OR it I MASTER BEDROOM I MAS 201618 I I 'F JOISTS 0 Ib' .G I I iv N - - - W36 DH RA15M HEARTH I KI GHEN zq ►�+1 N o BATH OOM �; 2050 vlN r b I - - - - - - I 6TIw DooR TEMPERED 6LA55 PTN I I NII N II I J I I poST 04)ENDs I 4' I I _) TEMP 6L - 5.-0" I,�. L J 15'$" _ I I v t ry L J 4 C3)2'x12• 61RDER �q ON TO PLATFORM PRE-FAB I IN ,x N 2x lAOR JOISTS o I OL.ry _ �S LVL FLUSH II it � VAULTEDGEILIN6 2 IRDER I F■'� FIREPLACE 2k10"HIGH GJ.0 16'OL. P G 2)2klo• 8 _ INT BR6 PRTN BOX BM ^ (4)2X4 TEMP 6L DRS `r pPMLATF - - (2)2X10 FJ (2)Ij"X qj" GREAT ROOM P05T L - ��, F--i b" 2'-0" 3'-b" 3'-0" I <: qC RM '-0'SOFFIT ® OG.0 G LVL 61RDER - n g - O O ^ I RA15M HEARTH I �® II 4` 0 6'-10" 2'0' 6' b 5'-8" 4" 1'-10' ? 4" 5'-0" 3'-8" 4" 15'-4" Ct (y G7 !► - 17a 2Sc12 5kL61BQ�_ J 4 x v q'-0"SOFFIT IL. 5D 6b ANTILEVER w w II'-0' VAUL - Q I Q ° �+ I GEILIN6 I GEILIN6 LIVING AREA Q ry�QT Y\\k I I IIN. HD DI m A9 10'WIGL1 ' 5D sv - - Q Q110 _^m v Ij'X q}"FLUSH_ LARDER ry O36k I � L_ I l0'-0'CEILINGUNpER STAIR3016 TR I- -� _J I �fl 2x12 FLOOR JOISTS e> CEIL -0' u�q-0'SOFFIT IN60 q'6'HD HIT 6aL I t11 0 16'O.G. 2'-0" 4" m>9 6 6'6 I D 1-b" a° ElBATHRO 3042 DH I . I 12'-4' 15'-4' 0 3'-8" 10'-4" 4 4" 2'-4" 14' b'-b" 4" '\ b" 10'-0'CEILING I p 4' NOTE.5,= DINING AREA m I I ry ® `� O �® q'-0'CEILING (4)2x GG NOTE (4)2' WILL I '^ JOISTS 0 Ib'O.G. ff u' L ' 2'x8'G L Ib'OG. I VAULTED GEILM6 _ I `� P05T (3)I'XII 'LVL P05T STORAGE W 2016 TR INS X GREAT ROOM I _ _ _ _ _- FLUSH GANT'L _ 0 16"OG. ` v �c 0 q'-0'HND HIT Q II' 'CEILING I GANT'L FLUSFI OVER STAIR v iv 4 Y '� v _ IS'4" 4" 8'-Z" 2050 DH v KITCHEN m I (3)Ij x Q LVL ti°L0� q. e 6 51MP50N 1 HD "' DN I4R q'-0'CEILING MUD OOM 1 D I #HU612 HANGER (2) 'XIO' 61 'vr f,BATTS NOTE V'= _ L J b AV IN 9'-0'CEILING 1q LINE OF ' 2x12 FL 1575 I6'OL. WILL FLOOR Q o I -' (4) 11 LINE of SECOND 4 $ 4 DI ABOVE 266b INSUL OR- 0 R- 148 UP FOYER F- OPT. DINING AREA zz 45 MIN.FIRE cnl P05T FL ABOVE (4'P GONG SLAB RATED W/SELF Up 2016 TR a 'v T. I fl 2k12'GJ. GLOSiN6 Dl 12'-0'HIGH Y CEILING W 0 a'-6'HD HT r -1 NOTE'S', b 5'-6' 4' � 1'b' b" 1 1'8" 4' 2050 DH .� (4)2'x4' LINE OF 1 _ (21 •XIO' 61 _ 0 16'OL. > (2)2X6 5 u ve'L -1 BEDR M #2 868 IWAL DR- (4)2xb I :J n P05T®ENDS 4" 3'4" 6" SECOND I 45 MIN.FIRE P05T �(4)2'x6' Q fl 2016 TR U L J 2'x6'GJ.0 lb'OL. FLOOR �� SELF I POST $ b• ABOVE GL 61N6 DEVICE k) ARE t6 4, 4" IT 2" 2'-0" II'6" -I Q 6" 4' 0 q'-0"HD HT $ 6" 4° 15'-4" 6" 5'-5• II 10'-8" 5'-5' 4" GA5 #46 W/ 21'-6' 2050 AI 6 SMA FLA GAP t BASE( o N o Esau - I UHNN T TWO G R GARAGE �� e 112 No HST• Q: COVERED 2 pH II'-0'GEILIN6 _ � - `C 01'-0' HT c L J DGN - b" 21'$• 11 v 4' BE 1 IN IT KIT 6 "4'P.G. (MIN.3500 PSI CON,) ) Q Zj - REI WITH bxb,IONO KXM. PORCH ry m m T iy FOYER 6/21 14R I I "%OFE 6 SLAB DOWN 2' e x <\ DI I 11 P 1 � X�BD 6oN ARA6E i� - - L.�_ - (3)2CIA 1 ' HDR HD r� U' 9---3 td I I (3J 13/4'x18'DROPPED LVL N I A3 •�"TYPE'x'6YP BD ON INT OF - _ P LMNG SP ,OMMON WALLS TO 3080 EXT NSUL DR W/ L_ - J L.� - J 19 2016 TR Fm OPT, IR 3� �� 6ARASE (2)18"SIDELIGHTS DI 0 a'-6"HND HT r 7 '0 5 'x III/& � I � 1 - 2050 DH j. I 6'R-21 0 I )2x4 (2J to TR A3 Iq I I TWD GAR GARAGE ( � b o O fl BATT5 -� "4'P.G.5LAB(MIN.3500 PSI I: D/21 .o "j W n 00 Iq L J DI I I II CI 057 o ENDS Iq 10 LUMN#46382 W/5QUARE T (�1 DH 6 17 C15 17 � r+ DI - (3)2'X10.6OR = ry N - ( pAO WWMRFORCBJ WITH bxb, 11= DI DI FLAT GAP d BASE(OR EQU ❑ e- N M 00 N ac6 GJ r r 2x6 W - ®1 �?c •SLOPE GARAGE SLAB DOHN ?� Ib`OG. N 4. I a COLUMN TO BE HD SEAT 2'TOWARDS GARAGE DOOR 8010 off DR OVIDED W/SPLIT KIT TYPE JP 6YP BD ON F_ -I I- -1 - _1 ® COVEREE? PORCH 4 2030014 I GARAGE WALLS t CEILMG I I 6 a 8010 OH DR _ (3)13/4'x 9 In'LVL ®T 6' b ` OYP )13/4'x 9 In'LVL HDR Q NT (4)2x6 L. L. L_ - J rn I I OF LMNG SPACE GOMI1oN I DI P05T 0 ENDS (3)2"x O'H OR I O 14'-0' 1 I (TET>PETNFD) I WALLS TO 6ARA6E I I D H 4 D/21 = p l0'SQUARE 46 PERMA I I I G G D/21 Iq m CAST #46382 IN (3)2X8 P.T.61RDER TOP A�j I ilbO10 A-6 Q DI DI LINE OF FRONTSQUARE FLA GAP d BASE(OR - _ - 1a v 0/21 GARAGE WALL 1261 1 0 UNIT 120 EQUAL)- COLUMN TO - - - - - - - - - - 18010 OH OR OH DI DI BE PROM W/SPLIT KIT I I 19 - _ e I z z z z z z 3080 EXT I OR W/ (9 \�GONTI (3)I /4k 14'LVL HDR D/21 FRONT WALL® (3)2810 TR (2)18' DELIGHTS DI GARAGE Di > > > > > > DnI DESIGN N®a U356 (3) CH 1bxb P.T.P05T WITH 51MP5ON DI � m 0r m � CC 5'-0' BG52-3/b POST LAP ANCHOR t I'-1" 8'-0"R.O. 1'-5" I'-b' 8'-0"-R.O. I'-8" 2'-4' 6'-4' b'-4" 2'-4° 3'-1" 3'-1' SIMPSON ABU66 POST BASE (ttP-ALL CaM6) WALL RATING- I HR. f° 10'-0' I'b" 1'-0" 1'-0" 5'-0° 2'2" 8'-0'R.O. I'-l0" 8'-0"R.O. 2'2" 11'-0" II'-2" 3'-l0" 3'-10° o FINISH RATING-23 MIN. 13'-0° R-O" 22'-2" I 22'-2" I4'-10" Ir ALI 54'-2' 12'-0"BREEZEWAY 54'-2" $ A ® I HOUR RATED EXTERIOR G A .-,,.. - ;... •,..........__...- - --:- A 6 A 6 BEARING WALL 1 Z ASSEMBLY- SEE DETAIL: e AI 6 AI-6 f' r v\i�>,11,, •l yl i��l'',, 1 1/'1 / /N!�, M� EIRE SIDE O o0 UNIT 120 UNIT 119. 21 w HORIZONTAL SECTION o o 1 z O U ❑ MODEL Al (HOLLY) MODEL A- 15 (LAUREL) o I.WOOD 51UD5-NOM 2 BY 4 IN.SPACED 16 IN.Or,WITH TWO 2 BY 4 IN.TOP AND ONE 2 BY 4 IN.BOTTOM PLATES.STUDS L1J h'� :1 LATERALLY-BRACED BY WOOD STRUCTURAL PANEL SHEATHIN6(ITEM 5).WHEN MINERAL AND FIBER BOARDS*(ITEM 5A1 ARE v COH5IDEREA AS BRAGIN&FOR THE STUDS,THE LOAD 15 RESTRICTED TO 16%OF ALLOWABLE AXIAL LOAD.WALL5 EFFECTIVELY FIRE `- FIRST FLOOR PLAN FIRST FLOOR PLAN STOPPEDA TOP OA1IVm DBOYTOMOFWALL. 2 6YPE:UM BOAl2D'-ANY CLASSIFIED 5/8 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO 57175 AND BEARING PLATES IN.OG NTH 60 GEMENT-COATED NAILS,1-1/6 IN.LONG NTH 1/4 IN.DIAM HEAD. 3/16"=1'-0" 5. _(NOT SHOWN)--WALLBOARD JOINTS COVERED WITH TAPE AND JOINT COMPOUND.NAIL HEADS COVERED J 3/16"=1' 0" LIVING AREA= 1,62q 5Q. ET. LIVING AREA= 1,670 5Q. 1=T. 4.BATTS AND BI ANKE 54-MINERAL FIBER OR&LASS FIBER INSULATION,3-5/8 IN.THICK,PRESSURE FIT TO FILL WALL CAVITIES GARAGE AREA= 440 50. ET. GARAGE AREA= 486 50. ET. BETWEEN STUDS AND PLATES.MINERAL FIBER INSULATION TO BE UNFACED AND TO HAVE A MIN DENSITY OF 3 PGF.61A%F113ER y: INSULATION TO BE FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF O.q PGF(MIN R-I3 THERMAL to GOVERED PORCH AREA= 552 50. ET. GOVERED PORCH AREA= 256 50. ET. INSULATION RATING). z z W 5.WOOD STRUCTURAL PANEL S CAM%-MIN 1/16 IN.THICK,4 FT WIDE WOOD STRUCTURAL PANELS,MIN 6RADE Y,-D'OR'SHEATHING'. Q INSTALLED NTH LON6 DIMENSION OF SHEET(STRENGTH AXIS)OR FADE 6RAIN OF PLYWOOD PARALLEL NTH OR PERPENDICULAR TO Z U 5TUD5.VERTICAL JOINTS CENTERED ON STUDS.HORIZONTAL JOINT5 BACKED WITH NOM 213Y 4 IN.WOOD BLOGKIN6.ATTACHED TO Q ❑ p C7 STUDS ON EXTERIOR SIDE OF WALL WITH 60 GEMENT COATED BOX NAILS SPACED 6 IN.Or,AT PERIMETER OF PANELS AND 12 M.OG - ALONG INTERIOR STUDS. w "i "'vc 6.EXI IZIOR FAL9N65-INSTALLED IN ACCORDANCE WITH THE MANU'AGTURER5 INSTALLATION IN5TRUGTION5.ONE OF THE FOLLOWIN6 W EXTERIOR FALIN66 15 TO BE APPLIED OVER THE 5FEATHIN6, G.WOOD STRUCTURAL PANEL OR LAP 51DIN6-APA RATED SIDING,EXTERIOR,PLYWOOD,055 OR COMPOSITE PANELS WITH VENEER S + # xx FACES AND 5TRUCTURAJ_WOOD CORE,PER P5 I OR APA STANDARD PRP-b8,INGLUDIN6 TEXTURED,ROUGH SAWN,MEDIUM DENSITY m m 2015 IRC-83122.1 Y BRUSHED,GROOVED AND LAP SIDING. < � -'�`� � ,, Z � IN DWELLING UNITS,WHERE THE TOP OF THE 51H OF AN OPERABLE WINDOW OPENING G W + �. LOCATED LE55 THAN 24'ABOVE THE FM151ED FLOOR AND 6REATER THAN T2'ABOVE THE _ NOTE: WOOD SPECIFIED IN ULRATED DESIGNS ARE MINIMUM SIZES.LA-R6ER DIMENSIONAL FINISHED 6RADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE U OPERABLE WINDOW 5HALL COMPLY NTH ONE OF THE FOLLOWIN&, STUDS CAN BE�JUBJTITUTED. (n t OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 THIR0116H THE MULTIPLE LVL GIRDER GONNEGTIONS: OPENN6 IN ITS LAR6E5T OPENED POSITION' NOTE: UL#356 15 IN GOMPLIANGE WITH FRE -RATIN65- AN51NL 63 A5 FI=R 8302 NOTE FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20go FOR ALL MULTIPLE LVL 61RDER5,LACI BOLT 0 ALL DRYER5 TO 5E VENTED ME WINDOW OFENIN6 CONTROL DEVICE AFTER OPERATION To RELEASE THE CONTROL � �W Y O TOGETHER W/ I/2" BOLTS ® 2'-0" O.G., 2" MIN, ,To OUT5DE AIR PER GORE DEVICE ALLONN6 THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR ONE HOUR RATED EXTERIOR 1 ALL WA9-E R TO 5E OPENIN6 AREA OF THE WINDOW UNIT TO LESS THAN 5.1 SQUARE FEET. FROM TOP 8 BOTTOM, d MIN. 4" FROM E05 PROVIDED WITH DRAIN PANS WALL RESISTIVE ASSEMBLY JO NUMBER NITS. A- 3- 2015 IEGG SECTION R 403.3: 2015 IRC-62427.8(503.8) w 2016023 6ENERAL CONTRAGTOR5 AND SUBCONTRAGTOR5 TO VENTING 5Y5TEM TERMINATION LOCATION: CO NOTE: EF =EwNAN15r FAN, -5U'PI_Y AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2015 IEGG SECTION R 402.4.12: SHEET NUMBER NOTE "5": 5o A16TINTERMITTENTF OR REVIEW THESE CON5TRUGTION DOGWENT5 UPON RECEIPT AND DUGT5 OUT5IDE THE THERMAL ENVELOP SHOULD BE MTU.R-6. AN APPROVED HERS RATER TO ��SINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT UNITS 119 (MODEL Al ) & DUET CLUSTER PROVIDE SPRAY Nps; HD= HOLD DOWNFROM ARCHITECT AND REPORT ANY AND ALL OF IOPOO BTU PER HOUR(3K1•D OR LESS SHALL BE LOCATED AT LEAST = ALL WINDOWS SHALL BE STAIR MANUFACTURER TO DE516N 5TAIR5 TO ® 20 CFM CONTINUOUS -5EALIN615 MANDATORY FOR DUGT5,AIR HANDLER5,AND FILTER 80)(E5. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OPENING INTO A BUILDIN6,AND SUCH AN APPLIANCE NTH 0- FOAM IN50LATION IN DISGREPANGIES INGLWIN6 ANY DIMEN510NAL CONFLICTS, -J01NT5,5EAM5 AND CONNEGTION5 SHALL COMPLY WITH 5E-,TION M-1601.4 LEAKA6E,AND COMBUSTION SAFETY AN INPUT OVER 10000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER 6ARAGE GEILIN6® ANDERSEN 200 5ERIE5 MEET ALL APPLICABLE CODES AND TO IMMEDIATELY TO ARGHITFLT FOR CORRECTIVE HOUR SHALL BE INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE, Z REPORT ANY D15G--"' S AND CONFLICTS 602 OF THE 2015 IRC. TESTING AND PROVIDE A WRITTENAND AN OVER PER HOW 12 0 (MODEL A- 15 ) FIRST FLOOR PLAN LOCATION OF ©,� Ep ® CARBON MONOxIDE MEASURE5 PRIORI GONSTLL BE N. LC NOT SCALE -DUGT5 SHALL BE PRE5%PED TE5TED TO DETERMINE AIR L--AKA6E BY REPORT OF THE RESULTS TTA j2 wVE��NT AN INPUT CLEARANCE.THETrEE BOTTOM THE� O TO THE ARCHITECT PRIOR TO STAIR FABRICATION. DETECTOR DRAWINGS.DIMEN510N5 SHALL BE CALCULATED AND W BEDROOM ABOVE 6LA`ZIN6 NEVER SCALED UNLESS OTlERW15E NOTED. ROUGH-IN TEST AND A WRITTEN REPORT OF THE RE5U1.T5 SHALL BE SIGNED VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' A3 �p SMOY.E DETEGToR BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE-CODE OFFICIAL. ABOVE 6RADE. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED c/) ^ 1 F- W Z C , W P� E ai o 4--d 0 Z U s N O 4- w U •1--" QpNm 2$zm � } 5 G A I— •E ui 2 Z _ A-6 A-6 Al-b AI-b z i a� ca rn X M 52'-2" 52'-2" 0 p N 4 ❑ _ M opo U M .. n/ M 12'-2" d ® I HOUR RATED EXTERIOR BEARING WALL ASSEMBLY-SEE DETAIL: � s'-u« II'-01 PL.HT. II'-0'PL.Hr. z - - - - - - - - - - - - - 0 v 3bV DN _ I III III o 'H2 HT �0- - - - - - - - ®® I � g �� IL I = 1 I I a (2)2'Xb• o In I 1 ALI 1f — — — — — — — q'-O•PL.HT. II I III �- HT ALIGN FASCIAS I — — — — — — I 2x6 GJ 0 Ib' G. — ____— — — I Z L ' J II'-0 PL I \V 1 c) I'-b" I I 111\0 � oN. I I I � BEDROOM #3 � � �I I I i I� III I I I I I I-b" b" 5 4' 4" 5 4« 4. IF I�I II II I I II 11 I1 I I I I I I IL 111 1 I� I I � � I I I I � ® 0 I I I I I I I IIIA I \ �� L = J I 11 OH. L -j 9 - I I� o I � I I m 4 GL —I 4 ILL —1 L I I w w I II II I � - - - - II III L - - - - - - V m L— — — — — ® RAIUN6 — J I I I o ❑ ''-1 12-10« II I / H'-0'PL.Hr. I OFT nI4R DN 7 I I I I I I \ / q'-0'PL HT I V 1 1 I I I IIS I U IF- 71 I I I \ \ I � � :F j �I \ � I� I IEF® q'-0• uN6 _ _ _ F-�-� I I I \ ( / F- — — — —� I § BAT ry�� 1 �— — — — e'-1o° 4« / I I I (— -1 1 ( — — — UPPER GREAT — — — L _ � I rA oJ� I I I -- - - - - - - - - - - - `V - - - - - - - - II CELINSI ,wG Roots - - - -� z I—� I IJ q OFT " —�I I I I III I- — — I I \ / W • I I I I I \ \ I ~ - - - - - - - - - - JJ \INTR%MTN ISR FF 11 III ❑ O I - RAILING //7„ I I I I1 — I I II-0 PL.Hr. ° \ �V4 , 2'b" I) II'-0° 6� 4'-b" 114" I « 0 I r-- - - - - - - - - - -� \ - - 4 _ \ 0 I I CLERESTORY WALL I IIY 'LYLI — ROOF BREAK® 11 ( I I 54X 61RVER HR1 _ 22X G ACCE%HATCH I ry�ro jg� I I I I i I I (�)so4o DN a I I I BREAK® n � e 4 '-1O'HD Hr AI 6 TORY WALL AI-6 w t co I I I I II q'-O'Ft.HT. I I - - - - - - - - - - - — I I I II B I I I — I UPPER — J I I I I I I I I I 6BL II =__ _ — _ — — � 1 1 1 5-7" b - 10'-0" I I LL =— — — 12'-0'PL Hr I I I CA�1 CEI IN# I I I I — — — — BEbROO� 2 I I - - - J z z z z z z ISI I � G 1-� �f C � 0 0 0 0 0 0 G I I i I 11Ib"PL HT I I I ,'-6•PL Hr I I - - - - - - - - - -� IL c - (Axe, JI 0 N a DH 68' "WHT ^�.. w AI.I F+1 U 0- C7 12'-0" 17'4" O j O D W W 6i 54'-2' 0 0 U O Z W 8 A G A U) A-b A-6 AI-6 AI-6 W n 0 Q O = UNIT 120 UNIT 119 J 1 U z W m w MODEL A- 15 (LAUREL) MODEL Al (HOLLY) SECOND FLOOR PLAN SECOND FLOOR PLAN W G1S FRE 3/16"=I'-O" tz aE 3/16"=I'-O" LIVING AREA- 310 5Q. ET. / LIVING AREA= 32a 5Q. ET. - TOTAL LIVING AREA TOTAL LIVING AREAR°° �� m 11999 SQ. FT. 11999 SQ. FT. SEE ROOF PLAN FOR ALL STRUCTURAL FRAMING ItEORMATION �10 © I HOUR RATED EXTERIOR BEARING WALL ✓�W.Y.p. . ................... A55EMBLY- 5EE DETAIL: E� J B NUM 2016023 NOTE:- 2015 IRC-8312.2.1 W SHEET NUMBER GENERAL CONTRAGTOR5 AND 5UBCONTRAGTOR5 TO ONE CARBON MONOXIDE ALARM IN NEW 2 'ABO N6 UNITS,WHERE THE TOP OF THE SILL THAN AN OPERABLE WINDOW OPENING I5 LOCATED LEURFACE T Q ENGINEEREO J015T � •EXHAUST FAN, 24'ABOVE THE FINISH FLOOR AND GREATER TNAN 12'ABOVE THE FINISHED GRADE OR OTHER SURFACE UNITS 119 (MODEL Al ) & DUET CLUSTER SHALL NOT BE GUT, HD= HOLD DOWN 50 GFM INTERMITTENT OR REVIEW THE5E GONSTRUGTION DOCUMENTS UPON RECEIPT TO AND TWO FAMILY DWELLINGS, MDW ON THE EXTERIOR OF THE BUILDING,THE OPl3tA13LE WINDOW SHALL COMPLY WITH ONE OF THE 2 NOTE: NOTE "5°' MULTIPLE LVL GIRDER GONNEGTION5: ® 20 C-FM CONTINIaus TOVdlf10U5ES AND DI8LIN6 UNITS IN FROM ARCHITECT AND REPORT ANY AND ALL FouowlNs, W TAIR MANUFACTURER TO DE516N 5TAIR5 TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT sRouP R-2 BUILD'(GON005 e Z NOTCHED AND HOLES DISGREPANGIES INCLUDING ANY DIMENSIONAL CONFLICTS L OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS TNROU6H THE OPENING IN ITS 12 0 (MODEL A- 15 ) SECOND FLOOR PLAN ALL WINDOWS SHALL BE � GO-OPS)AND UNITS OFFERED FOR SALE, LARGEST OPENED P051Ti0N. BORED UNL.E55 ALL APPLIGA13LE GODE5 AND TO TOGETHER W/ 1/2" BOLTS @ 2'-0" O.G.,2" MIN, Got IMMEDIATLEY TO ARCHITECT FOR CO88EGTIVE IN THE IMMEDIATE VIC1N TY OF (D ANDERSEN 200 SERIES ® CARBON MONOXIDE 'FALL PREVENTION i&YIGES THAT COMPLY WITH ASTM F 20g0 5PEGIFIED BY THE REPORT ANY D15GREPENGIE5 AND CONFLICTS O=TEMPERED FROM TOP 8 BOTTOM, d MIN. 4" FROM EN05 DETECTOR MEAWRE5 PRIOR TO CON5TRUCTION.DO NOT 5GALE BEDROOMS,ON THE LOWE5T FLOOR Mf WINDOW OPENIN6 CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING MANUFACTURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. 6WIN6 DRAWINGS.DIMEN5ION5 SHALL BE GALGU_ATED AND LEVEL CONTAINING BEDROOMS. TIE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO w W CODE SMOKE DETECTOR NEVER 5GALED UNLE55 OTHERN15E NOTED. LESS THAN 5.1 SQUARE FEET. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED