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I OPFa(/r,ep� Town of Southold 2/13/2020 3 P.O.Box 1179 e 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41075 Date: 2/13/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 25 Sweet Meadow Ct Unit 65, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-33 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/10/2019 pursuant to which Building Permit No. 43774 dated 5/21/2019 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. (Unit 65) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0119 2/11/2020 ELECTRICAL CERTIFICATE NO. 43774 1/24/2020 PLUMBERS CERTIFICATION DATED 1/17/2020 Nfo&�Plupbinghont. Inc. t Od ignature o�suFFot�r O TOWN OF SOUTHOLD �o cry BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43774 Date: 5/21/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#65, B-2 Alt-2 model) At premises located at: 25 Sweet Meadow Ct Unit 65, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-33 Pursuant to application dated 5/10/2019 and approved by the Building Inspector. To expire on 11/19/2020. Fees: _ SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 Building pector 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 ofCode 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"landuses: 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 1. Certificate of Occupancy-'New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses'$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. V New Construction: Old or Pre-existing Building: (check one) Location of Property: LUO-11 1SW_UJmend&,o a House No. Street Hamlet `�— Owner or Owners of Property: Suffolk CouX�a o 1000, Section �� C3 Block b Lot 3 Subdivision e 33� d e Filed Map. Lot:_ Permit No.-A 3'7) Date of Permit. Applicant: - /L A)Xa P. � Vh�LL C- , � Health Dept. Approval: :Underwriters Approval: Planning'Board Approval: Request for: Temporary Certificate Final Certificate: 4te. Fee Submitted:$ Ap CONSENT TO INSPECTION e undersigned,do(es)hereby state: Owner(s)Name s) That the undersigned(is)(are)the owner(s)of the premises in the Town- f Southold, located at which is shown and designated on the Suffolk County Tax Map as District 1000, Section 100.01Block p 1 ,Lot . -�s That the undersigned(has) (have)filed,or cause to be filed,an application in the Southold Town Building Inspector's Office for the following: 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. a Dated: Si a — M MW-CA, (Print tr (Signature) (Print Name) rV silo Town Hall Annex ® Telephone(631)765-1802 i 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 R` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To* Rimor Development LLC Address: 25 Sweet Meadow Ct Unit# 65 city Cutchogue st: NY zip: 11935 Building Permit#: 43774 section: 102.1 Block- 1 Lot 33 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Gas Duplec Recpt 42 Ceiling Fixtures 18 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt 2 Recessed Fixtures 26 CO Detectors Sub Panel A/C Blower 1 Range Recpt UC Lights 5' Pumps 1 Transformer Appliances Dryer Recpt 30A Bath Exhaust Fan 2 Time Clocks Disconnect 2 Switches 36 Twist Lock Exit Fixtures Combo SD/CO 3 Other Equipment: Fridge, Oven, DW, Micro, W/D, 30 Circuit Panel- 21 Used Notes: Inspector Signature: LC7'-/" Date: January 24, 2020 S. Devlin-Cert Electrical Compliance Form.xls S§;e' Town Hall Annex a }, Telephone(631)765-1802 54375 Main Road �& Fax(631)765-9502 P,O.Box 1179 Y� Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF S®i THOLD } JAN 3, OQ CERTIFICATI D,N Date: 0-11-1-- Building —Building Permit No. Owner: I6'1 Q (Please print) Plumber:,AAO L"SuJ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plum ers Signature) Sworn to before me this day of 20 ,gPePIA FIORI7A Notary Public,State of New York Reg No.01F16368364 Qualified in Suffolk County Commission Expiresj,)at_, _ Notary Public, �County apf 50UT # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL- (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR L I �aOF SOUIyO 437 7 L L( `O !� / 7 # TOWN OF SOUTHOLD BUILDING DEPT: � `ycourm��' 765-1502 INSPECTION ' - [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION` [ ] `FIRE-RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) a [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Ok DATE LG INSPECTOR # * TOWN OFSOUTHOLD BUILDING DEPT. °�ycouxne�'` 765-1802 INSPECPON, .. ' [ ] FOUNDATION 1ST [ ROUGH PLBG. [. ] OUNDATION 2ND [ ] INSULATION/CAULKING [V] _FRAMING/STRAPPING [ ] FINAL FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION = =`[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- [ ] ELECTRICAL (FINAL) [ ] CODE-VIOLATION [ ] PRE C/O REMARK_ S: l DATE D INSPECTOR I+ �� hO��pF 50UlyO� # * TOWN OF SOUTHOLM BUILDING DEPT'. CIOU 765-1802 INSPECTI=ON -v [ ] FOUNDATION 1ST [ ] UGH PLBG. [° ]_ FOUNDATION-2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [= ] -FIREPLACE & CHIMNEY [ ] "FIRE SAFETY INSPECTION [ ] `FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT"PENETRATION [- ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: f cft4w O T a &AX - - -- r - DATE, INSPECTOR �✓ CJS! (� Of SOUlyolo q3 7 7 y --**I!g S wm-r M 0AVv W # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 s. -INSPECTION , [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ n ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O i REMARKS: DATE l . ZD INSPECTOR �-OF 50UlyO - # TOWN OF SOUTHOLD BUILDING DEPT. co 765.1802 I=NSPECTION- [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND = [ YONSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL ll/I> [ ] FIREPLACE & CHIMNEY--=- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION"- [ ] FIRE RESISTANT'PENETRATION [ ] -ELECTRICAL (ROUGH) " -[ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION� - [ ] PRE C/O6p(& - J r ,REMARKS: `r t h�A( vh 6 . te Ord-- ?4vn,.- �o - 10 - n^- ro t S. _ S. t IY cK.43 DATE I INSPECTOR GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.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 JAN 3 0OQ Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 65 Permit No. 43774 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. pectf ly submitted, �(ERED A/RC,S, �\� �CgERT CyF C7 2.0 Gle herveny,AIA, LEED AP Pn pal '9 0238A' Q TFOP NE`Ny Manual S Compliance Rt Job: -FI- wrightsoft° Report Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservices com Project • • For: 25 Sweet Meadow Ct Cutchogue, NY 11935 'Goolirig Equipment Design Conditions Outdoor design DB: 83.0'F Sensible gain: 12393 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.0°F Latent gain: 2499 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 14892 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 i Actual airflow: 600 cfm A JAN 3 0 2020 Sensible capacity: 12600 Btuh 102%of load Latent capacity: 5400 Btuh 216%of load Total capacity: 18000 Btuh 121%of load SHR: 70% i• - . Heatih v e e Design Conditions Outdoor design DB: 10.0°F Heat loss: 28094 Btuh Entering coil DB: 62.6'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: 600 cfm Output capacity: 36800 Btuh 131%of load Temp. rise: 0 °F Meets all requirements of ACCA Manual S. wrrichtsoftA 2019-Sept-2514 05 25 i���+p Right-SuiteO Universal 2018 18 0 32 RSU20066 Page 1 p I`CCK mar Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces, W • Form Residential • • - RPER 1 ACCKe for — • (Loads, • • 15 Mar 09 prCmi�r'rgCo�acrisdAfrera Header Information Contractor. Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets)* Yes it 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 n No'❑ Duct distribution sketch: Yes E] No n Home address(Street or Lot#,Block,Subdlvislon):25 Sweet Meadow Ct Cutchogue,NY 11935, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 OF Orientation. Front Door faces West Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 28094 Btuh Number of bedrooms: 2 Conditioned floor area: 3299 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature. 83 OF Indoor temperature: 75 OF Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 15.0 ft Sensible heat gain. 14083 Btuh Internal shade: none Eave Latent heat gain: 2840 Btuh Blinds,drapes,etc. Depth Window Total heat gain: 16922 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type- Gas furnace ETjipment type: SpIitAC Heating cfm: 600 umace,Heat pump,Boller,etc. Ir Conditioner,Heat pump,etc. Cooling cfm: 600 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity: 36800 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity. 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity 0 Stuh HVAC DUCT DISTRIBUTIONSYSTEM DESIGN (IRG M 1601.1) Design airflow. 600 cfm Longest supply duct: 246 ft Duct Materials Used Equipment design ESP. 0.60 In H2O Longest return duct: 83 ft Trunk duct Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 328 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct: Round flex metal Friction Rate=ASP+(TELx 100) declare the load calculation,equipment,equipment selectionand duct design were rigorouslyperformed based on - building plan listed above. I understand the claims madeon • be subjectto reviewand verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist !N7 rgIht'Uft 9 Ri ht-Suite@ Universal 2018 18 0 32 RSU20066 e fdA,M.1ts o Load Short Form Job: W righ'tsoft Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r.b delfino@energytestmgservices com Projectlnfoffle.n For: 25 Sweet Meadow Ct Cutchogue, NY 11935 Vesion Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/958 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60 934 180 23 9 Foyer 112 1351 496 33 25 M bath 110 176 119 4 6 CLI 15 0 0 0 0 M bed 353 2367 1625 58 82 Breakfast 55 2044 1485 50 75 Laundry 23 43 493 1 25 Pant 16 0 0 0 0 Kitchen 190 295 1739 7 88 Living 237 4065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�-wrigmgs anpq- 2019-Sept-2514.05.25 4hu,,.,or4hn wM.q Right-Suite@ Universal 2018 18 0.32 RSU20066 Page 1 iCi�. mor Model B2 MAN JSD%Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces: W Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24562 11906 600 600 Other equip loads 3532 487 Equip. @ 0.88 RSM 10906 Latent cooling 2499 TOTALS s 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrightsoft0 2019-Sept-2514.05:25 a m•+o. uw..,n�wro Right-Suite®Universal 2018 18.0.32 RSU20066 page 2 ACM...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W ect SummaPro Job: -�- W r6ghtaoft� � � Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-2442627 Email.rb delfmo@energytestingservices com Project Information For: 25 Sweet Meadow Ct Cutchogue,NY 11935 Notes: De$jgh Informatioji 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 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ft ) 3299 3299 Equipment latent load 2499 Btuh Volume(ft3) 19156 19156 Air changes/hour 0.25 0.11 Equipment Total Load(Sen+Lat) 13404 Btuh Equiv.AVF(cfm) 80 37 Req.total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2019-Sept-25 14 05 25 r ..,�.....n.,..� Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ACCP. mor Model B2 MAN JSD1Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W N Level 2 0_90 gRakfast K98 cfm 140 cfm -F 91 Living Kit(rn 105 cfm M bed adiab Pant Lrndry 3n eft 9160 cfm Dining area Mud M bath �67 fm 11 cfm 1\40 cfm CL1 1\7 cfm Stair 1 Foyer Ilk7 cWffth 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 R1107 cfm Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services... Page 1 1648-A Locust Ave RightSwte®Universal 2018 25 Sweet Meadow Ct Cutchogue,NY Bohemia,NY 11716 18 0.32 RSU20066 11935 Phone:631-244-26272019-Jan-0414.37:16 r.b.delfino@energytestingservices.com N JSD1Rimor Model B2 MAN JSD.rup IlkN Level 1 16 1611,6x 1 219 cfm adiab 0 Bsmnt c Makeup air 60 219 dm CFM Skuttl 14" 5" model 216� 24x16 24" 8x16 Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right-Suite@ Universal 2018 25 Sweet Meadow Ct Cutchogue,NY Bohemia,NY 11716 18.0.32 RSU20066 11935 Phone:631-244-2627 2019-Jan-0414 37:16 r.b.delfino@energytesbngservices.com •••N JSDV2imor Model B2 MAN JSD.rup Duct System Summary Job: - f- wrightsoft, Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb.delFino@energytestmgservices com Project • • For: 25 Sweet Meadow Ct Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 328 ft -Supply,Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 h 934 27 11 0.003 5.0 Ox 0 MtFx 31.3 205.0 st1 Bed 2 c 1766 100 107 0.003 9.0 Ox 0 MtFx 35.3 195.0 st1 Breakfast c 1485 60 90 0.003 9.0 Ox 0 MtFx 29.5 190.0 st2C Bsmnt h 7475 219 53 0.004 14.0 Ox 0 MtFx 35.5 150.0 st2A Dining area h 2054 60 40 0.004 7.0 Ox 0 MtFx 17.3 160.0 st2 Foyer h 1351 40 30 0.003 6.0 Ox 0 MtFx 18.3 215.0 st1 Kitchen c 1739 9 105 0.005 9.0 Ox 0 MtFx 14.5 140.0 st2 Laundry c 493 1 30 0.005 5.0 Ox 0 MtFx 3.0 150.0 st2 Living c 2310 119 140 0.005 10.0 Ox 0 MtFx 34.8 130.0 st2 M bath c 119 5 7 0.003 4.0 Ox 0 MtFx 20.5 225.0 st1 M bed c 1625 69 98 0.004 9.0 Ox 0 MtFx 37.0 170.0 st2B Mud h 359 11 9 0.004 4.0 Ox 0 MtFx 7.8 160.0 st1 P ply Trunk Dotai I Ta e le Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2C Peak AVF 60 90 0.003 135 11.1 16 x 6 ShtMetl st2B st1 Peak AVF 182 163 0.003 205 14.7 16 x 8 ShtMetl st2 Peak AVF 538 557 0.003 209 21.8 16 x 24 ShtMetl st2A Peak AVF 348 242 0.003 224 18.3 16 x 14 ShtMetl st2 st26 Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden - -wrightsoft, 2019-Sept-2514.05-25 •wu RightSude®Universal 2018 18 0.32 RSU20066 Page 1 �iCA...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W Return Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 219 53 82.8 0.003 205 14.0 Ox 0 MtFx rb1 Ox 0 501 667 78.0 0.003 212 24.0 Ox 0 MtFx i wrightsoft, 2019-Sept-25 14.05.25 RlghtSwte®Universal 2018 18 0.32 RSU20066 Page 2 ACCE:...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces, W nomo Energy Radno oartfflcafto Property HERS Unit 65 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2020-01-27 Rating Number: MC199 25 Sweet Meadow Ct Registry ID: 795238883 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 49.7 $1031 63% General information Cooling 0.7 $34 2% Conditioned Area 3080 sq. ft. House Type Townhouse, end unit Hot Water 10.6 $197 12% Conditioned Volume 32538 cubic ft, Foundation Conditioned basement Lights/Appliances 21.7 $359 22% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 82.7 $1637 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 10.00 CFM25. 2015 IECC UA Compliance Ventilation System Exhaust Only: 75 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New 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 indow Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltrat Rate Htg: 1485 Clg: 1485 CFM50 Foundation Walls R-13.0 ethod Blower oor Michael Fauci s { 1485 CFM x 60 Min/Hr/32538 RAO2.7 ACH @ Pa Energy Testing Services LLC Lights and Appliance Features 1648 Locust Ave c_ ' = Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia N.Y.11716 a Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.48 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: o REM/Rate-Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 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: 25 Sweet Meadow Ct City: Harvest Pointe Builder Name: Rimor Development, LLC Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement (Use additional forms f more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-28-01 Outdoors Temp During Test: 45 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 to notes) NOTES: eating System` Primary: Yes Q No❑ Type: Furnace I r l Boiler❑Heat Pump Q Other❑ [ a'- Venting Type 3' Drat i , Spillage Sin ZIaQe CO' CO E [cien Fttel Type Circle T e _(Pascal) orsi Case (Natural) (Worst Case atural Rating:92 9 NEI PEI O❑E❑ N❑N❑M❑S_0 NSA Pa. Pass El Fail El Pass❑✓_Fail❑ N/AppM NIA PPM Yes ❑✓ Type: Standard TankaIndirect F1 Tankless ❑ Size: 75 0 Style Common Vent El 'Water Primary: No n histmtaneous❑Commercial (See Note 5below) (Gallons) 4 Stand Alone 0 s z Venting Type 3 DraSiIla�e Sniil-Qe_(Natural) CO I CO Efficiency Fuel Tvpe t p(Circle Type) (Pascal) (,,(,Worse Case) (Worse Case) (Natural) EF: 0.69 N_❑✓ P❑O❑E❑ N❑M 0 S❑ N/A Pa. Pass❑✓ Fail❑ I Pass❑✓Fail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes ❑No 0 Oven CO 5 PPM Ambient CO(During Oven CO Testing) c PPM 1 Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2020-01-28 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH 1 _ SUITE 202, Is1..ANDw NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 December 06, 2019 Town of Southold Building Department T 53095 Main Rd '° -- P.O. Box 1179 `�' JAN 3 0 NO Southold, NY 11971 _ Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit 65- Permit#43774 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. R jectful submitted, 'D A% U,\5 �5SRT ` ALF CA Gen erveny, AIA, LEED AP Pri aI Nj, '9 .02381 Q T��F NE�`l zaffm M ZCWAMICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President JAN 3 0 2020 20 Feldland Street, Bohemia. NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 CRCI-I ARCHITECTURE IAC 3759 EXPRESS DRIVE SOUTH SUITE i''m �,.;^����'�i �^'L 4 y'.,1 '�• ' '4�-1' 1`� Y��G [f•J Jt'- t 202 _I ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM M���651864-3595 November 14, 2018 _ Town of Southold Building Department 53095 Route 25 a JAN 3 0 2020 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/ Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, �tED A BERT cyF Glen Cherve y IA, LEED AP Principal N \z-•�ter,u'�'s �� �'9 0238113 0 i i . ' JAN 3 0 2020 1- i - r •A �4 1 6P / f is �AAA - - `• • P9 ,y4+ , s r-s i a a �ertiticate HWw EnefVY r�r_� � r� �_xu►i I p" x rxr' r rrw�M'r�� yy nrr» rr��r!� xrr isr OFFICE LOCATION: MAILING ADDRESS: Town Hall Annexd P.O.Box 1179 54375 State Route 25 ®f ®����► - '"��[ Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) ., , ��`I Southold,NY `2 ' i�r Telephone:631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 31, 2020 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re. Site Plan Inspection for Certificates of Occupancy Units 63-70 ; The Heritage @,Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue n Dear Mr. Alia: The Planning Board has found that the requirements for Units#63-70 of the above- referenced Residential Site Plan have been completed based on the site inspection made on January 23, 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. .M1 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 y; by residents. These conditions will continue to be enforced. ,i x 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. esp _d fully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager L -iq SCOTT A. RUSSELL MICHAEL Mo COLLINS, F.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 r Far.. (63 1)-765—9015 '�� ^ �t• Ml!2 i_LL OLN,9 c0T WN 80 THOLD yV JS OFFICE OF THE ENGINEER a FEB — 5 2020 TOWN OF SOUTHOLD Brian Cummings February 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 23-26 &63-70 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization and complied with all aspects of Chapter 236 for Units 23-26. Final stabilization has not been completed for Units 63-70, particularly in the back of the buildings. Due to the current weather it is unlikely that final stabilization will be achieved before spring when the developer plans to complete the plantings and seed the lawn areas. Due to the location of these units, any stormwater runoff from exposed areas 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, 4V4 a4-� Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector Lsil 1 V■ ��,���gL����� ii � r FOUNDATION (IST) 1--------------------- FOUNDATION 1 - ■l'� '� SL", ROUGH FRA.MING PLUMBING INSULATION . . STATE ENERGY CODE r "- i � 7 LAI l✓���'`��.L��-� / ��� � � � r � ..�►1"^,LSI op Ire w 4w ( • V. WIWI ---- ■-ice 'L�` -- 1 1 I�on ••1IIIa1J+� �I� . • M W - • TOWN OF SOUTHOLD ! BUILDING MWIT APPLICATION-CHECKLIST BUILDING DEPARTMENT Do you.have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Suryey _ Southoldtown ny.gov PERMIT NO. _ Check - Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined �- .20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Ve 6p,,6wA4,Nfte'-+LL V" Approved , " 204 Mail to: ,®, Disapproved a/c � -efi3S " Phon . Expiration ,20 D _ QLICATION -Buil. spector FOR BUILDING PERMIT MAY 1 0 2019 - _ - - Date j 20 INSTRUCTIONS a.This ;t 9AW§- be completely f]fed 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 inspectio_mthroughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. 'f. Every building permit-shall expire'if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within-18 months 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 for the"issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,'Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. LLC (Signature of applicant or name,if a orporation) oC) bo-,y (Mailing address of applica t) -1 State whether applicant is owner, lessee "agent, architect, engineer, general-contractor,-electrician,plumber or builder Name of owner of premises LI�Y� L L.�� (As on the tax roll or latest deed) If appli a t is a corporation signature o duly authorized officer C -111QeA Qi _(Name and title of corporate fic r) Builders License No. Plurnbers License No. Electricians License No. Other Trade's License No. 1: Locationo�an� e n which proposed work will be donCA CLJC_NnU <-, House Number Street -" Hamlet rrte�, County Tax Map No: 1000 Section' �� �' Block ' V l, Lot SubdivisionqaP,_Uk,& 6j VAIC a Filed Map No. Lot Cconda C'uit-vN U, < _. State existing use and occupancy of remises and intended use and occupancy of proposed construction: a. Existing use and occupancy ((�� b. Intended use and occupancy C c1 eij co 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost o�t-{(�t C�(iCi .� Fee (To be paid on filing this application) 6. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 11 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number/gf S`to'ries 8. Dimensions of entire new construction: Front :�10 � U i9 Rear `3 6t Depth Height : l o `l� 11 Number of Stories l 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12._ Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES a/NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises L_ Address 1e - s .L jVX�j Phone No. Name of Architect &ILC K Address Phone No - i Name of Contractor SC -t Q S nLbAeMddress r- Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? "YES NO ' * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respeqt to this property? * YES i/ NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ���'► being duly sworn, deposes and says that(s)he is the applicant (Name o individual s gning contract)above named, (S)He is the_ 'Aw,., t (Co act(3r,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to ake and file this application; that all statements contained in this application are true to the best of his knowledge and belief; a ti the work wil l be performed in the manner set forth in the application filed therewith. Sworn to before me this day of SHERRY PIRONE i otary Pub1 T I~.j P0113 IC.ST T ture fApplica 1 �_gistralion No. 01PI6383308 51 Qualified in Suffolk County "nTlinlission Expires March 04, 2023 yit _ `` ✓ �� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 V;afN� y''t:�`"> Telephone (631) 765-1802 - FAX (631) 765-9502 S_> ; roger.richert(a�town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:' d (ij g' Date: Company Name: Z` Name: License No.: 31®0 Pic email: Address: __ .0 ._ 60x /l Phone No.: ) 49 SON I JOB SITE INFORMATION: (All Informatio Required) 1 At e Name: ( � d Address: 7.1,) Cross Street: La Phone No.: Z6 BIdg.Permit#: email: QCT a.Q �6 p Tax Map District: 1000 Section: /®a- ® 'Block: /. 00 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: Y / NO Rough In Final Do you need a Temp Certificate?: /YEV NO Issued On Temp Information: (All information required) S 1 Ph 3 Ph Size: A #Meters Old Meter# 1 New Servi '- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Lateral 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs �S KC Town Hall Annex 54375 Main Road ;;,;, - s Telephone(631)765-1802 r4?rP '1= ,{ ` Fax(631)'765-9502 P. O. Box 1179 o dNY 11971-0959 South ,I ' Y°-•�=�}.;.y';%Y.: ,.tail.• :.•i","• ._�; ,•�*c , V •r.� �.r •�..� �Wit'`}°.. c '•'d::' , x y:e' ) i Jr.,3f., wrp3j v i 1 ta�•r;'a r r•: J.- \l ., ,•r:',.r,`�Y �i�N ��Y � �,•j ,:M1. BUILDING"';ia4RTM ' `Y NO AfIL`IZATION OF TRU t e # E C;a� J. -UCT`IAN PRE-EN 1 ; IED r ,i -�, ;.'� nY' OOH { :°:NSTRUCTION 'lilp ' R' IiR CONSTRUCTION g"t . o- •.: t' :ti�Flf;'.�([yY, t't•ir"j';Fa' �c'` 'y{f iAyc, ;, i ♦i `.'K:' Date: z,,,; -, owned'.,`,� KI Y1110 V11- btA4e-& .,j� k•.`� w. a;a+;t siSrr,4:•: S „S xy v°�. :. t.•-i :- x } A,$� r(�;� Iart°,.` I_Ocat Y� ll roperty. v} rns5,3hS1G?xA;ftrY•a 1 7th_ t aFs�s t �Mr• t« .}}�a t Nr f, sips.,.;s_�4 �}{y1� �,} 1i:��4� 1.�p� t��H.yH`r�g i Vi t i;A`` ••'�fF�za• Y�• t A x+: 5`'9 Pleas i1 "� !otice that the,;,,, 3 lict I � { ; ` �•�y �i tt�•'• .14'*r t�'` {7'� 5S � s .' � v:C4y+r a_. (,.5 fi'"I +YP J' t''+ '' ,`•: :>#+',4� ^'r�.! �� 4bi'r}f✓.d,:` �y' etOR h � P.m/ e �.}a , �' !Ymer&r 'u �9 et re�r, �?'�J.�t' ��.�• c�.::P `M'�? a, '�. � 4:�' x• ti.a.,, r Jam• ldition to eid`' >tt ergq ` eside ti � S •*� �+,' ��=: abJlit tapyrt: ' �" stiri ,` rual or resider . .s cture ° = k w ?P 1 ?t rt ^ t{"rY' '�} S } Y 3 si y +kyr t� 4 to be ns �®rfo b subig referenced" t3�8,' IF hey (ch( '.. :�t= , , N '� �:31 , s �„ h.t° ,,r •� "f, �� L .:L $tructlon (TT),,' _ � r� ' • :;•s2k+:.k.',.�r'-iC'j'J r`r hr) •, ;rY y',, ..r - ---- -----•-- �yl�"1'Sr,,rl:'r`,t'{,� " �•� Pre- �ttf Qd con (PW) ,s` .�••� �t;r6lPt+?'•. f.. ,yt} , yi r r'�y'�.". r ,�,,,,c�,3• err i'arl.%;ytv{4y� <. .. . 711 berconi -e ,, S•fa,' i.� SC d ')'*f it�„\y,i�.1•a`'f:,'n'PtY}` t 1, �•t',Q }7• F.� i•�{r-•�� ..."f >,1 '�j,'Yfi'`' t L #•' �2 :,tr+s':"l.'�' 9.fi %ktiJ'� �- 17'', in the following locations) (cheat s.,y>y,ti "•;y°ar ra , :sJ`�`'. -fJ:sfi?;.n' loor framing, Including girders"a�ic�`b�eams (F). ''< "r r , °t ;:s' Roof framing (R) r` Floor and roof.fraM!hg (FR) -y p•]�n '�r :f •.,r ''�'+,l } �: ? '� 1 j•� n t r .. Y r_, A e"j; •s3 ti. Signature: ,�: :' �_ _ .:f, . ' # �,. r a •> s" ,� �' n n"•. sr mom•}} ._f r .r j '•ri t• r•.v a/+�r y, Na` le; soxi: iikri'iit(irigt'thl f+o4. ){ 1 t{x'f5✓F _•.l`i.�, ! t ''!i IF Capacity (check applicable line):��ap(/�O(�t, � j ter•'.,-'AP 'r Owner representative • `4 � Wit, R�� � �•'• tltr •t ..�st' �, ryy TrussReg15.docx Effective 1/12015 i< t; : ��, .4 ,e r, + '• ter; ,,+., kr j, 1xJ tSp`y :, 'gy p, •:.t4i) S t ' r �; � � ,. l r: it; i 4 S l t . � , ,,.p t�•„}y�:'�t�' ���,+,j4)r.'�s;,r'%.ixj�i�'t..�,s�i''r;r°e.n '"` ^ .ry ..)..v+..•.. I...,a:w t::rtv.-nr.Yzr:.�e•.uvs<w•w=rrv�Y:1iY•.,..• NG PIPE SHALL BE-15-".CPP---WITH-A-5LUPt-Or-O7o---- - - --- -_-- - - - - - 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 LL BE 0900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. WATER MAIN TO BE 10" WITH 6 HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER SERVICE CONNECTIONS TO BE 1". • COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. SEWER/DRAINAGE LINES. BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE 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. k MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING qD 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 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 RATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN fER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING • BACTERIOtOGICAL 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. i Habitable Garage Area Harvest Pointe at Unit Numbers Area (SF) (SF) Total (SF) 77-124 1,999 486 2,485 Cutch 0 g u e 1,3,8,10,12,14,21,23,26,27,29, Cutehogue, New York 31,33,36,39,41,45 1,599 363 1,962 'own of Southold !11`6,47,49,50,52,54, 6, 58, 59,68, 72, 76 No. Revision Date Appvd. 1 13 TOWN/SCDHS REVISIONS 7/28/17 AVL j 2,5,6,9,11,13, 12 TOWN REVISIONS 6/14/17 AVL 19,20,22,24, 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL 10,42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL I 17,60,62,64,66,70, , 73,74,75 "- - - -- - — ----9_--.TOWN REVISIONS--- -------3/27/17_- =AVL = - -- 8 SCDH REVISIONS 3/9/17 AVL f 4 7 34 37 43 55 � � r > > r 1,599 380 1,979 -s:,,, - 4,�. 61,63,65,67,69,71 %,- E'S u? s M?'w t t - [_ �.�t. d� 'Yr. 15,16,17,18 1,999 408 2,407 Issued for Date July 10, 2015 i N/A 6,188 N/A 6,188 SCT : 1000-102-01-3303 e SC®HSApproval SUFFOLI ',%,OUNTY OEPARTW04T OF HEhLTH SERVICES Pr%RMU FOR APPROVAL OF CON857M=10N FOR A SINGLE FAWLV RESIDENCE G14LY l2/d- V7- 0USY �z OAS HS MFMO. r7 a-479 — AM,OVE® �r fir • l�fj�P �r L', � Drawing Number ICOR MMIM.l M OF �- SE OWS Re I EXPIRES Tb�HREE YEARS FROM®ATE OF APPROVAL ��'��'�0 V. ��0 ® i`" , .w.. 4...v-�. -e.. il .A, T 0 i m i Sheet of 9 28a A9OFESSI oj� Project Number 29305.00 SC®HS Reference # C10-06-0013 i I 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 OFFENCES,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 ITEM IN ANYWAY IF l$Q, 'I - AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND O THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH w Z 621 $5 i 1� ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION O N U COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED N 21 MO SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 10.0' p S,O, b 6 r ' NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS bI$ �� V OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 3.0' fp N 'b VJ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE {� 4z N 1 j' Q CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES 4.0, DQ r$' O 00 Q' COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS M ` RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, 41• h O �(/�� RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 0 Q� , IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 1,0 Z-— 4 � QQ 111 ` PERMISSION OF THE SURVEYOR 3 (O Q -Zi ___2.0' 6 ° \`V �.y THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL w V ^� M 0, Z Z(t 9 MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER ` O 4S'�7„ �J PURPOSE z0' 4C O Auk,()2 ib oco 8.3�, 6 VO V O ^I 15 0' S 5' `� ?0' O b 'v �� �6c 640 06� ,0' 165, o p 23,0, c N 59°59'54^E 35.83' C) t- 606 R }� QIw Pt ( r ' D cp i9Ll L9. f- l 03 o � Q o JUL 2019 do N 51026'35" E I M LO , 3 71.05' � + w 883�' `N OF S 24033'07"W I 107.80' R=410.00' j S 65026'53" E L=409.21' I 49.54' O��G _ _ 1',67.99' (ACTUAL) 06-142019 FOUNDATION LOCATION R=275.00' �,`�� I— S52°55'20"W FOUNDATION AS-CONSTRUCTED SURVEY FOR L=77.85' � �-p� I S37°04'40"E j UNITS 65-66 UNIT DESIGNATION MAP OF 49°09'21" E � 95.00' � HARVEST POINTE CONDOMINIUM 1 S 4 O W FILE NO.:471 FILED January 09, 2018 238.82� I— Z SITUATED AT S 40052'38" E w g I TOWN OF CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 25.41 NE S52 65 20 W Q Z SOUTH OLD ! I �® S C T M DISTRICT 1000,SECTION 102.01,BLOCK 0100,LOTS 65&66 19.37 s ) NELSON & POPE ENGINEERS & SURVEYORS LU Aa o Z € - 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 Z I- �� � YI PHONE(631)427-5665 FAX(631)427-5620 LLI i WWW.NELSONPOPE.COM LL LLl LL SCHOOL HOUSE �� DRAWN BY: NP CADD No.:O LgNE . '�0 050 ��- 00026_I SCALE: 1 � A I4 CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF'I DATE: 06-19-19 PROJECT NO.: 00026 I"=30' a ..• -',may, -'�?.`�3',a-'• LA ., f r � _ ,���;- .��.��:`.rte`' ••:.. - i xn�. �, � -.arc=„-�•a 2� `, = rte;c'{,-- ;'§i>;:e :.=•'-,i.°" - -- .. _ Esc��-x -�.}fi'�;,:> c{=r.�=;.;ax?`;;�fi,•'.r. %si;"�.a�; -�`-y`�-a'c`$' _ _ w _".,--- ` .K�:'`' •_��s-�`.,�y •-,.���f %tM1u"� _ � 1'�_`_.��,-y,�T-%."Y,,,.,ter`_` �� _e��k_�-`%.--1,,..�„" :;f�•` 4'.F�-__ J-ten' Afy » ', -SEF PLANS BY OTHERS z eB AOR POOL DESIGN BI67 B2 P. 8 I I `>•v l-i EE:"{ "-�'u qd;: .�- xJ:. _ _� v. �:�.:r..:C'... •.Rae= _ - '.'�`J``�+31..�1:?:0.:�_.t.::.'y �-,sa`:'.°4'�y"�4u�.��F`7 t".`a j.'.i , _� _ - -- t} .-, . _ ., ,_ - _ _- - -_ 5`_ ___ K�„-..:s.y..�.sc:.w�+,�.s%....a+'n;.w +F-�;,.:{s-vu+.".r€ub"w.,.ciguc .�a1✓" _ " i,;. _ .. � , 1 , J_ .. "_ ... _ _ ` " yt''a, yy' , _�t '•� " e , ryna q will t_ _ -- _ _ r ' • . '� _ t �T —, • '� e .- _ , '" _ , ® NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE DI PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE 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, p PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY U PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED O ow 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 J� ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 0 w THE NOTATION'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH U tis U� O~ ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION o v O O Qhs w �U•�T Al 62, Sg y COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED ° C° `` SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY UQO (V 1Z2, M NC�A4 �J NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 10.0' y k r'O OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED U° 6 So, h Z&6 s' QQ J ® V 4 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE Q Is", CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, ^3,0. /� ry s4, CJS O 3 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS w�(�RFiS 41 Z N 7 =U. OTHER THAN VISIBLE PERMANENT STRUCTURES PF<< ,b z J o /s Q� 4 ^ Q-U ^ �y COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS v QJ / O = RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, O y O U p 1.s' 4 44i �•� / (� 4• 4CI RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN Q\01 q / QT vy wB/T Z) 4 PERMISSION OF THE SURVEYOR. 41i 4CV so At/, oco k�.j / 1v X2,0' n/S9° R '13 0' - ^ l � 4S' �co � Jm o ?0, / 38 FJ r7 U Q O0 o " �'es pRIVF a o J2 80 PAVER Q� 1S O, S s N ?0' FR O 4o Oso 1.,5, o � / o o �� 03 ss' Q1;:f11 N ti� M co ®DIMgNI. 0 N 590 59'54°E CONC.WALK ®°XO 35.83' -� Chi- f1�.�. O O -N o EMH O a0 DA v,, -� LU ip V d \�/ ��Q113 Ut f� H1 S i N 51026'35" E ti I � -• 71.05' co S8�00, I 3'07' W �'� R=410.00' 07.80 I L=409.21' S 65°26'53" E06-14-2011 FO NDATIONLOCATION FINAL SURVEY FOR 49.54' F, 167.9n _9' (ACTUAL) 10- -201s SANITARY AS-BUILT � 167r-- o,-os-zozo FINAL SURVEY UNITS 65-66 UNIT DESIGNATION MAP OF R=275.00' �,5�� I HARVEST POINTE CONDOMINIUM 1 L=77.85' �.P S37004'40"E FILE NO.:471 FILED January 09, 2018 S 49°09'21" E LU 95.00' I SITUATED AT ,__ __' _ "•,-:, 238.82' a CUTCHOGUE ' - ; I TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S 40052'38" E W W S C.T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 33&34 27.03' < I SOUTHOLD NELSON & POPE. S52°55'20"W , = O 1 FEB 1 3 2020 19.24 4. ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 p oT" "M WWW.NELSONPOPE.COM f- UJ INDMDUALS00028 S SCALE: LL LLI DRAWN BY: WMINP CADD No.: SCHOOL HOUSE LANE CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF'I 3 00026 ,' =30' DATE: 01-24-2020 PROJECT NO.: _ - - X3'11 , SUFFOLr,Tv!SUN i UteAK I IVISl--4v I Qr GF4 e e v A-,PRO\/AL OF CON-1-TFtUCTF47 tflI FOR DI i1. NOTES. A. �� �FAMILY Y RIesL�tiF1'3v� ® O THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURESTO THE FEB ///��� PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE 6.pe B Q 1 fD(Y�� �, ) pl ®�f1 ® �1�r��\� NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, ®�$� L B ()] ,`•, I-y�1.�(F,�\`R®'l�� O�GP ���p PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION Date G O�� 9'he sev�aaE disposal and Water sdsa�siy§ault?ies?t 4141;t,;,atlO;lI�Gve baera � P��y���s�yy IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY inspected and/or ca rbtied by this Oeparh l@ Or Other agendas and Lund 4O h 5 �iy���Q' � PERSON,UNLESS GI IS ACTING UNDER THE DIRECTION E A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF pp��¢� pp @®p a�#�pr Sp y� p AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE be sabStactory FOR A lyd'�5XIIWUIH8�6; SEOROCHW° yO� J O ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND ro Nh THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH /Cpj O 7 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION ^� G' �Y' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED n�--_ SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY Craig Kne er f, cg'O T NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS i' .E., Chief ,��. ,e�°`'Q°e s9°" S OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED Office o ��.�� 'O" QOb G� 5 UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED 5 AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE F'e' ,�O ���• G,2.�j`<'n�0 ryh �Q�, J G °,Q'Q� �p ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN 1 Q)Q e O �`P�,5�� O p � PLAN AND LOCATED TYPICALLY DATED /21118 LOCATION OF THE SAME TRENCH ACCURACY OF UAND TTIIITY IS NOT GIS UARANTEED NOR IS �^ ®��� r�p(`� Q J•^ P ��' \ 5 1• THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP Un 6��V..!! Q �O 7, _\�y \\ ��C/ / 'Qi0 F\ CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR y ♦pp (` �ecb FURTHER DESIGN 7 �`' °' •5 MSL / ty 7, G y/n�OA�OO�.0 6 0 �h6� QP �y \� / Q 7801 \�IC��C,9T� F\ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, DItiC Q( O, !Z•• �� /� QiP \�` G' �� ��� SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 'PC ti � ,`O / \ h � �/ OTHER THAN VISIBLE PERMANENT STRUCTURES 0c S? / COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS // C7 \�j / RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, Pco 0�4�y s6 \ / G� RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED G��Qg�o ',� \\�Q �h / \/ ,\G� 1 fl�1 2020 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN K JAN I V PERMISSION OF THE SURVEYOR C3 \G� SHOWN ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT /�J "S• R' . ALL SANITARY PIPING 4'AND 6'SDR-35,TYPICAL Co.C( • f -� B SERVICES �1 SUFF � Vv r:-i3J ' t%tr T. 7. OFFICE 0,-: V , 6. oo ? SCO SANITARY SYSTEM AS-BUILT TABLE No, � c\% 2' y �F 3 J STRUCTURE NAME I TIE A TIE B So, ° UNITS#63 o$�N co 76, .S (V O, o. ® \F h / 0 cu �, N Sa' =4e pI 3// V /A- ST-1 48.1' 45.1' a30' �� 2 N 3° F ��® ��Y� ST-2 54.6' 42.2' oQ =N y 27 0� 03 Q /� `` / SERVATFR oJ� � OAVII)A ® LP 71.8' 38.2' Q o S11 a"soR3s o� r.s.63 ^h / 40, " wF m OOF c�j<(-\ UNITS#64,65 &66 Q 6� � T• o �•y = Q �U �; h // //--�� �2 ST-1 57.3' 38.5' o try zN o�• zN. 1.0 2�' ���(\r,� �° /�`� �/ Q� I� 2 ST-2 63.4' 40.2' CO J o cD �� `` Q 0 LP 71.4' 53.9' ��/u 13.0' / C9 �m b 3/o � 2 w3� 2.0' j )O Qg /co U� 0502 3 QJ (� o� �, �tIVD e-• - - , �OUQO o /owl t - _ 1S.0, co `V y .0 165 0 F E B 1 3 202 °qs 23 0, ,y I I 3 06-1�-20FOUNDATION LOCATION DI /yj 3F WATER CO 10-17-2019 SANITARY AS-BUILT SANITARY AS-CONSTRUCTED SURVEY FOR MA ® G \\cE/C� II i 01-29-2020 DRAINAGE ADDED UNITS 63 - 66 UNIT DESGNATION MAP OF ®� G HARVEST POINTE CONDOMINIUM 1 r i DI I a FILE NO.:471 FILED January 09, 2018 SITUATED AT 0 I CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 31,32,33$34 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S NELSON & POPE UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA I ~� ENGINEERS & SURVEYORS 63 R10-17-0117 1,599 S.F. 380 S.F. 1,979 S.F. -) 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 y x,� + L 64 R10-17-0118 1,599 S.F. 363 S.F. 1,962 S.F. PHONE(631)427-5665 FAX(631)427-5620WWW.NELSONPOPE.COM 65 R10-17-0119 1,599 S.F. 380 S.F. 1 1,979 S.F. DRAWN BY: NP CADD NO.;INDIVIDUALSURVEYS 66 R10-17-0120 1,599 S.F. 363 S.F. 1,962 S.F. 00026 IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: 10-23-19 PROJECT NO.: 00026 111=30' ;h :o� Qr-PRE1wirlr QQ 4 . �AAMINGUNTiLSUAVEY .0 FOUNDATION LOCATION ` -BIAS BEEN APPROVED. APP-RO ED AS NOTED Fireseparation DATE: S B.P. X773 `f,37-14 � � .�� required odper FEE: �7��_ BY: NOTIFY BUILDING DEPART AT 765.1802 -8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING Blower door 3. INSULATION and ductwork 4: FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. testing required. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE.- NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Must provide Manuals D, 3and Sasper COMPLY WITH ALL CODES OF NYS Energy Code NEW YORK STATE & TOWN CODES- AS REQUIRED AND CONDITIONS OF TRUSS PLACARDING REQUIRED SOUTHOLD TOWN PLANNING BOARD J ELECTRICAL ------ `g INSPECTION REQUIRED ` J PLUMBER CERTIFICATION OCCUPANCY OR ON LEAD CONTENT BEFORE \ CERTIFICATE OF OCCUPANC USE IS UNLAWFUL r +. SOLDER USED IN WATER WITHOUT CERTIFICATE SUPPLYSYSTEM CANNOT � OF OCCUPANCY EXCEED 2/10 OF 1% LEA,D. LU!Y E(f l in41J DRAINAGE INSPECTIONS ARE REGIUIRED ALL-PLUMBING WA§ .. Contact TOS Engineering at 765-1560 before A WATEfiI LINES NEEP ' Backfill,OR Provide Engineer's Certification T1=STING BEFORE COVEEIING,` that the drainage has been Installed to Code. , & R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops TABLE 0405.1 2017 YORK STATE U (FOR CODE Section 0316 Foam Plastic CA �� shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into Properties of Soil Classified According to the Unified Soil Classification System F- 2017 N YORK STATE CODE SUPPLEVENT (PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017 0316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in Z c ' Nays R316.2 Labelin and identification. Packs es and containers of foam lastic insulation and foam lastic insulation corn onents delivered to the ob site shall UNIFIED SOIL VOLUME �►1 9 9 SOIL CLASSIFICATION CHANGE W 2017 YORK STATE 00 ATl CO CODE floor-ceilin assemblies under the followin circumstances: bear the label of an a roved a enc showin the manufacturers name, the roduct listin , roduct identification and information sufficient to determine GROUP SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL � o 2017 NEVA YORK STATE ENERGY CONSERyATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOVIN AS THE 2016 NYSECCC, REyISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. PP g Y g P g P SYSTEM that the end use will cam I with the re uirements. SYMBOL cHARACTERIsncs POTENTIAL R 302.1.12.1 Materials. Draftsto in material shall be not less than 1 2 inch sum board, 3 8 inch wood structural anels. PY q EXPANSION 2 2016. EFFECiryE OCTOBER 31, 2017 PP g / gYP / P 0316.4 Thermal barrier. Unless otherwise allowed in Section 0316.5, foam plastic shall be separated from the interior of a building by an approved thermal cw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GOOD Low Low � .}�� � 2016 NYSRC (2015 IRC 2ND PIiINTING) barrier of not less than inch gypsum wallboard. LITTLE OR NO FINES V t5 GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 0 r � Q) 2016 C 15 ECC 2ND F'RINTING R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier s ecified in Section R 316.4 is not re uired where all of the followin a GooD Low Low V a- � (� ) p q g pply: LITTLE OR NO FINES TITLE 19 NOR PARTS 1220 THROUGH WET, 1240, 1264 AND 1266 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section 0807.1. GROUP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, Z � J LITTLE OR NO FINES GOOD LOW LOW W O) SECTION R101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. L o on m SP POORLY GRADED SANDS, OR GRAVELLY SANDS, � � CA � E 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/a LITTLE OR NO FINES GooD Low Low V "-'A .,r o0 R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW � 0 QC CVS. . Section 0303 0316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low l- .= rn N�: I replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: _ than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW '� d 1. The thickness of the foam plastic shall be not more than 3Y inch. Z U L a ai- SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW C0`o M plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. OU Q I& M ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, the wall unless 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low (a `� R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. GRouP 2 SLIGHT PLASTICITY ❑ 1, co supporting a surcharge. 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, V illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section 0317 Protection of Wood and Waod-Based Products Against Decay GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM TODLUM R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and lates on exterior foundation wall to be ressure reservative treated. cLAYs 9 gyP gyP P P P Y P P P P N C� building official shall require an inspection of such construction after ndfi or sum board or sum ane) roducts are in lace, but before an luster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum n- is applied, or before board or Fbnel joints and fasteners are taped and finished. flashing. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points Section R305 R317.1 Location re ulred. Protection of wood and wood-based roducts from deco shall be rovided in the followin locations b the use of natural) durable a minimum of 4 inches where mason veneer is used and a minimum of 6 inches elsewhere. q � P Y P ry ui din 9 Y 0109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section 0322.1.10 shall be submitted to the b I g Y Ceiling Height wood or wood that is preservative-treated in accordance with AWPA Ut for the species, product, preservative and end use. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strep th and has been anchored to the floor above or official prior to the final inspection. g , R305.1 Minimum height. Minimum ceiling heights of 7-0 in habitable rooms. Minimum ceiling heights of 6'-8' in bathrooms, toilet rooms & laundry rooms. R317.1.1. Field treatment. Feld-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. R202 Definitions: Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section R405 Foundation Drainage 2. A shower or tub a ui ed with a showerhead shall have a ceilin hei ht of not less than 6 feet 8 inches above an area of not less than 30 inches b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coatin wei hts for zinc coated R405.1 Con Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. q PP g g y fasteners shall be in accordance with ASTM A 153. Stainless steel 'v g 9 trete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 30 inches at the showerhead. do en fasteners shall be in accordance with the material requirements of ASTM F usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be Z Mezzaninel An intermediate level or levels between the floor and ceiling rf any story. 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the 1667' installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. e Debris Re ion: Areas within hurricane- tone re ions located within 1 mile of the coastal mean high water line where the ultimate design wind speed mise oar. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand ravel mixture with soils accordin Windbom g P 9 R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the purposes R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. g 9 U (Vult) is 130 mph or greater. that is visible from the street or road frontin the roe Address identification characters shall contrast with their back round. Address numbers = of glazing. 9 P P rfY• g � R308.4.2 Glazin Adjacent to doors. Glazin in an individual fixed or o erable anel adjacent to a door shall be considered to be a hazardous location where the shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a F-- R301.1.1 Alternative rovisions. As an alternative to the re uirements in Section R301.1, the following standards are permitted subject to the limitations of this code g J g P P J stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional a roved locations to ection 0406 Foundation Waterproofing and Dampproofing � P q bottom exposed edge of the glazing is less than 60 inches above the floor. ?p R406.1 Concrete and masonry foundation dompproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the International Building facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a Code. 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging floor to the finished grade using a bituminous coating. U door. Section R321 Elevators and Platform Lifts W R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent R406.3.3 Porous Fill. The s ace between the excavation and the fo O i o R 321.1 Elevators. Where rovided assen er elevators limited use and limited o lication elevators or rivat P undation wall shall le backfilled with porous fill up tai a height of onetihalf of the backfill) , ^ 0301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 0301 or otherw se n t walking surface of stairways, landings between flights of stairs and romps shall be considered to be a hazardous location. P � P 9 � PP p e residence elevators shall comply with ASME heio ht and covered with stri s of 30 ound as u J 9 p p phalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. � conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only A17.1/CSA B44. F- demonstrate corn liance of nonconventional elements with other a licable rovisions and shall be corn atible with the erformance of the conventional framed Exceptions: The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavaition. P PP P P P 2. Glazin 36 inches or more measured horizontal) from the walkin surface. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. Z m system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the g y g 0408.1 Ventilation. Crawl s ace vents: Provide 1 s.f. of ventin er 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder ❑ (� Section R322 Flood Resistant Construction material. If this retarder material is used, rovide 1 s.f. of ventin er 1500 s.f. floor area. Install vents within 3 feet of each comer of scope of this code. 9 P Section 0310 Emergency Escape and Rescue Openings p g p R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. 0301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND Table 0301.2 1 and substantial im rovement and st ( ), p re oration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawls ce W speed in Table 0301.2(1) as determined from Flgure R301.2(4)A. RESCUE OPENING PER SECTION 0310. (Egress window & window well) pa access panel to be min. 18" by 24'. Openings through perimeter wall shall be not less than 16' by 24". J and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard 0310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in �"'� R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. TABLE R301.2(1) opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excludin an unfinished flood-resistant 0502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lulmber. Subflooring shall be wood CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.2 Window sill hei ht. Where a window is rovided as the emer enc esca a and rescue o enin , it shall have a sill hei ht of not more than 44 inches above g y structural panels as specified in Section 503.2. Fireblocking shall be of an rade lumber. 9 P 9 Y P P 9 9 enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the Y 9 �� Wind Desi n SUBJECT TO DAMAGE FROM A Air Mean the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. building or structure in violation of this section. R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to allow for piping or vents. GROUND 9 SEISMIC WINTER ICE B RRIER FLOOD R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 s uare feet with a horizontal rojection and width of not less than 36 ` SNOW DESIGN DESIGN UNDERLAYMENT Freezing Annual q P J R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing 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 aind not less than 3 inches on SPEED Topographical Special Wind FROST LINE TERMITE DECAY HAZARDS inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. a Mantes and lumbin fixtures mason or LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp pp' p g , duct systems; and other service equipment shall be located at ar above the elevation required in Section 0322.2 or ry concrete except where supported by the use of approved joist hangers. r. 0310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the R322.3. R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attaclhment to band or rim joist. ^ , Region DeEris window in the full o en osition. Ladders or runs shall have an inside width of not less than 12 inches, shall roect not less than 3 inches from the J F- 1"� �..T4 zone y P P g P J Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct 0502.8.2 Engineered wood products. Cuts, notches and hales bored in trusses, structural composite lumber, structural gllue-laminated members, W wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I-joists are rohibited exce t where ermitted b the manufacturer � MODERATE SLIGHT TO 10 R310.2.3.2 Drains a Window wells shall be desi ned for ro er drains e b connectin to the buildin s foundation drains a stem re uired b Section R405.1 or b to revent water from enterin or accumulatin within the corn onents and to resist h drostatic and h drod namic loads and stresses, includin the drawings. J P P P Y s recormmendations or as shown on these 20 130 NO (B) SEVERE 36' TO HEAVY MODERATE Degrees Yes X 1500 an a graved alternative method. g P P g Y g g g q y Y effects of buoyancy, during the occurrence offloading to the design flood elevation inyaccordance with ASCE24. Electrical wirin s terns are ermitted 0 PP 9 Ys P R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prelpared by a registered truss design m Exce tion: A drains a tem for window wells is not re ulred where the foundation is on well-drained soil or sand- ravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. 0301.2.1.4 Exposure category. P g � q g R 322.1.7 Protection of water su and sanita sewn e s terns. New and re lacement water su s stems shall be desi ned to minimize or eliminate professional where required by the statues of the jurisdiction in which the project is to be constructed. 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Soil Classification System, Group I soils, as detailed in Table R405.1. pply ry g ys p pply y g ❑ T 0311.6 Hallwa s min. 36" clear width. infiltration of flood waters into the system in accordance with the plumbing provisions of this code. w O or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. y ' R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the Section 0506 Concrete Floors (On Ground) 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways 600 feet from the artiall obstructed area. Includes flat o en coup and rassland. R311.7.1 Width. Stairwa shall be not less than 36 inches in clear width at all oints above the ermitted handrail hei ht and below the re uired headroom hei ht. elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 0506.1 Concrete slob on grades to be min 3-1/2 inches thick. P Y P by 9 P P 9 q g R 322.2.2 Enclosed area below desi n flood elevation. Enclosed areas, includin crawls aces that are below the desi n to R506.2.2 Base. A 4 inch thick base course consisting of clean raded sand, ravel, crushed stone crushed concrete or• crushed blast-fumac 3. Exposure D. Flat, unobstructed areas exposed to wind flawing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more than 4 )� inches on either side of the stairway and the clear width of the stairway at and below the handrail height, g 9 P � g f od elevation shall: 9 9 e slag passing feet from the unobstructed area. including treads and landings, shall be not less than 31 X inches where a handral is installed on one side of 27 inches where handrails are provided on 1. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. r ) 2. Be rovided with flood o nm s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel (mixture soils classified as Group I �/ both sides. P � g g according to the United Soil Classification System in accordance with Table 0405.1. � R301.3 Sto Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured � ry on the exterior of the enclosure walls. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between F- bearing wall stud height permitted by Table 0602.3(5). Individual walls ar wall studs shall be permitted to exceed these limits as permitted by Chapter 6 0311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. h rovisions, rovided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: t e concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, Q P P R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. utility buildings and other unheated accessory structures. F- Chapter 6 are exceeded. Where the story height limits of ;his section are exceeded, the design of the building, or the noncompliant portions thereof, to 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design fn resist wind loads shall be in accordance with the International Building Code. 0311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. flood elevation, each area shall have openings. � ( , 0311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 '4 inches shall be provided on stairways with solid risers. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section 0602 Wood Wall Framing Z `../ R302.2 Townhouses. Common walls separatin townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common 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. immediately under each opening. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) tthrough R602.3(4). Wall sheathing W g R311.7.8.2 Continuit Handrails far stairw s shall be continuous for the full len th of the fli ht. shall be fastened direct) to framin members and shall confirm to the re w 2 wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Y• �' 9 9 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 " Y 9 q 'rements of Table 0602.3(3). shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. U installations shall be in accordalnce with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the tum. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. O accordance with Section R302.4.. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 0 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 2q inches. Each tread shall have a depth of not less than Q inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 263. be more than 9 inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall 2. Basement floors that are below rade on all sides are rohibited.R 322.3.3Foundations. Buildin s and structures erected in coastal hi h-hazard areas f . R 311.8 Ramps. 9 P 9 9 assembly tested in accordance with ASTM E 119 or UL 26;3. - R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically i TABLE R602.3(1) FASTENING SCHEDULE TABLE R302.1(1) infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section R325 Mezzanines ' R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36' high railings, balusters not to allow passage of a IN (a,b,c,d) )� R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which - MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BMEr_;J JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXT17RIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater FIRE-RESISTANCE RATED 1 HOUR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of the located. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL rii r, � � ti F_ � m WALLS R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. F- �; c r NOT FIRE-RESISTANCE RATED 25 feet following: 3. CEILING'JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ¢ w N ry ri r` .- N ,d PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable windows with o nin that will not allow a 4 inch diameters here to ass throw h the o nin where the o enin is in its lar est o ned R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, o - w a �,; ri co Pe 9 P P 9 Pe 9 P 9 9 Pe OVER PARTITIONS position. columns and posts. ' TABLE R302.f(2) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 3. Operable windows that are provided with window opening control devices that comply with Section 0312.2.2. 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL } MINIMUM MINIMUM FIRE enclosed space is not greater than 10 percent of the mezzanine area. 0312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXT(=RIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. Section 0313, a mezzanine shall not be re wred to be o en to the room in which the mezzanine is located. RAFTERS TOE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section 0310.2.1. q P TWO 16D COMMON. END NAIL co co WALLS NOT FIRE-RESISTANCE RATED 3 feet 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL Z Z Section R313 Automatic Fire Sprinkler Systems R302.2.1 Continuity. The fire-resistance-•rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL Tri co o7 rn CL a deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES Z Z z O z z Z N 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O O O FOO (L assessor structures. 0313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA � � � ¢ N � g Q � 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. 5 w a co 0302.2.2 Parapets for townhouses. 13D. TOE NAIL 12. TOP PLATES TO TOP PLATE "' 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 16D COMMON 0 16"0/C FACE NAIL it W E w o` M ab ab U Exception: A parapet is not required in the preceding two catses where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24'MIN LAP SPICE EACH SIDE OF JOINT) FACE NAIL ASTM E 108 or UL 790 and the roof decking or sheathingl is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. Section 0403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less 0401.4,1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL than nominal 2 inch (51 mm) (ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL N walls and any openings or penetrations in the roof are not within 4 feet of the common walls. building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to .be located such that their any inorganic material or fill. 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior FOUR 8D COMMON. TOE NAIL lower roof. The common wall construction from the lower roof to the underside of the hi her roof deck shall have not less than a 1-hour fire-resistance 0402.2 Concrete: A 28 day minimum compressive strength (f c) is required at the following locations: 9 balconies and decks that are constructed of open wood joist construction. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL rating. The wall shall be rated for exposure from both sides. 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment 3. Porch slabs, ste s, and arae slabs: 3500 sl lus 5 to 7% air entrainment 21. JOIST TC Sll1 TOP PIATE OR GIRDER THREE 8D COMMON. TOE NAIL 0302.2.4 Structural independence. Each individual townhouse shall be structurally independent. Section 0314 Snake Alarms P g g P P � Z r T ' R 403.1.4.1 Frost rotection: Bottom of all footin s to be at least 36' below rade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"0 C TOE NAIL Exceptions: 0314.1 General. Smoke alarms shall comply with NFPA 72 and Section 0314. P g g / W 1. Foundations supporting exterior walls or common walls. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 0314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 0 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034. R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL a cD R302.3 Two-famil dwellin s. Dwellin units in two-famil dwellin s shall be se arated from each other b wall and floor assemblies havin not less than a 1-hour isolated plain concrete footings supporting columns or pedestals are permitted. O O m Y 9 9 Y 9 P Y 9 R314.3 Location. Smoke alarms shall be installed in the following locations. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and J fire-resistance rating where tesl:ed in accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be 1. In each sleeping room. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with)r2 inch diameter ROOF, AND WALL SHEATHING TO FRAMING W LU 8D COMMON (ROOF) 12"o/c at interior tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. 2. Outside each se orate Slee in area in the immediate vicini of the bedrooms. anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of � Y P P g the width of the late. A nut and washer shall be ti htened on each anchor bolt. There shall be a minimum of two bolts er late section and 8D COMMON (SUBFLOOR) supports (see note f) W U fLi Exceptions: P 9 p p IL 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower. located not more than 12' or less than 3.5" from the end of each late section. Plates shall be rotected o ainst dec and termites. = Q 1.A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA 0314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed it the following locations unless this would prevent placement of a smoke alarm in P P 9 aY a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing U o 13. connections shall have minimum averse bendin ield strep the as follows: 80 ksi for shank diameter of 0.192" (20d common nail), Z a location required by Section 0314.3. 9 9 Y 9 (fir R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies TABLE R404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. - 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. 4 shall have an equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically R302.5.1 Opening Protection. Honeycomt,-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed W ri f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end Q w `v cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to able end wall framin from garage into habitable space: 45 min. fire rated with self - closing device. HEIGHT OF BASEMENT g 9 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL FEET LOCATION OF HORIZONTAL REINFORCEMENT 0302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum ( ) ❑ No. 26 a e sheet steel or other a roved material and shall not have o enin s into the aro e. 4. R 314.4 Interconnection. Where mare than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section 58 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 0602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 9 9 PP P g g g 0314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwellin unit. �T � R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. g AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: W W U Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, F' W ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY C9 perpendicular to the adjacent dwelling unit wall. Section 0315 Carbon Monoxide Alarms >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 2X6 /2 gra:z:suds supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when F R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. ` R315.1 General. Carbon monoxide alarms shall comply with Section R315. spaced at 1 ,^.rhes on center and 20 feet where spaced at 12 inches on center. z m R302.6 Garage ceiling: 5/8 type X gypsum board R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing w accordance with UL 2034 and UL 217. rtitions. End oints in to lates shall be offset not less than 24 inches. Joints in lates need not occur over studs. Plates shall be not less Q R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling Pa 1 P P p Z finishes shall have a smoke developed index of not greatelr than 450. >I R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. Ur p p 0315.2.1 New construction. For new construction, carbon monoxide alarms shall be rovided in dwellin units where either or both of the followin conditions exist. 0602.6 Drillin and notchin of dimensional lumber to conform to sections 0602.6, 0602.6.1, and figure 0602.6(1). Notching & bored hole limitations for fA 0302.11 Fire blocking shall be provided in wood-framed construction in the following locations: P 9 9 MINIMUM VERTICAL REINFORCEMENT BAR 9 9 y ...:. ... 1. In concealed spaces of stud walls and partitions, includiing furred spaces and parallel rows of studs or staggered studs, as follows: 1. The dwelling unit contains a fuel fired appliance. SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure 0602.6(2) Notching and bored hole limitations for interior non bearing wallls & figure R602.6.1 top plate W �,��t ',E4)s- framin to accommodate i m 16 a e and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails :��G RO ,ERT 10 1.1 Vertically at the ceiling and floor levels. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF 9 P P g g 9 1.2 Horizontally at intervals snot exceeding 10 feet. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER F00T OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) _U C (FEES (FEET) Do not backfill with any soil containing sift or clay. �\ n `,\,�, ti� yid 2. At interconnections between concealed vertical and horizontals aces such as occur at soffits, dro ceilin s and cave ceilin s. 915.2.3.1 One Family Dwellings. F-I . \ P P 9 9 " 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. WALL THICKNESS (INCHES) Q ; ,_- �T, 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 8 7 NR NR NR W. I J � '� -< products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 9 6 5 R NR NR =I J.) I v s. = r 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide U� 1 . � 10 9 6041 5022 NR in "'' �i ' 6. Fre bfocking of comites of is two-family dwelling is required at the line of dwelling unit separation. alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from a carbon monoxide alarm. \� °23 I a R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, firebfocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. ❑ : ) . � 1. Two-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars 1Y' clear from inside face of walls. The center of bars shall not vary from this by more than Y8 inch. ��'''�=_1A./�j -- occu ant Grou s E, I-2 exce t hos itals I-4, R-1, R-2, R-3 or R-4; and 3 are not covered b Section 915.2.3.1 or Section 915.2.3.2. .... ........................................... ...... 2. Two thicknesses of 1" nominal lumber with broken lap jjoints. P Y P P P ( ) Y 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. JOB NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. w2016023 5. One half inch gypsum board. 6. One quarter inch cement based millboard. 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. UNIT 6 6 UNIT 6 5 = SHEET NUMBER MODEL B- 15 B- 2 AL - Z ) T2 W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pi es enetratin exterior walls. Where a i e netrates an exterior wall, wate roof seal shall be made on the exterior of the wall b one of the followin Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: 9 P P Y 9 TRUSS I D E N T I F I CAT I 0 N SIGN � n ) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z w ULTIMATE DESIGN - - - W M NAIL lab on rade floors hall v i I i al MINIMU PSPACING IL WIND SPEED v ult s g s ha a ng d, opaque and weather resistant protective covering to prevent the degradation of the insu at on s therm performance. 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD � (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION ANO OR TIMBER CONSTRUCTION MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause � q WOOD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damn a the tank shall be installed in a an constructed of one of the followin U SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE 9 P 9 6 DIA. EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED 0 .}�> > (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. PANTONE (PMS) X187 D V RATING (INCHES O.C.) (INCHES O.C.) r , B C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z �,./ � 3. Other approved materials. 8d 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 0 5 COMMON R602.3.5 Braced wall anel u lift load Ith. Braced wall anels located at exterior walls that su ort roof rafters or trusses includin stories below to CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB SPACE Aplastic pan shall not be installed beneath a Bos-fired water heater. p p pc p PP ( 9 P ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE ~ � � � � � story) shall have the wall sheathing and fasteners designeU to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR sHGC R-VALUE R-VALUE R-VALUE DEPTH WALL R-VALUE Section U101 Scope z EFLECTIVE W ' N .S o r ractice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. ! WHITE _ N YL 1 P 4MEXCE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 � .- N y . R802.11 Rafter or truss uplift force. U °-'•5 6 u.) Section 0102 General Definitions Z ` to rn 14 For rafters at 16 o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B - N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does Solar-Ready Zone. A section or sections of the roof or buildin overhan desi Hated and reserved for the future installation of a solar 1/2" / 0 w c`i S an ft 12 18 24 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of 9 9 9 U Q p ( � photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE Lo y m Uplift Force # 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 ❑ = M ao c N1102.2.4 R402.2.4 Access hatches and doors. Access doors from conditioned s aces to unconditioned s ces such as attics and crawls aces shall be Increase x1.09 for pitch < .x/12. Increase x 1.5 for 24 o/c spacing. Increase x 1.32 for 140 mph. ( ) P Pa P Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE ETOSTANCE OF TRUSS CONSTRUCTION SHAM CONSISTS OF A CIR(XE 6 IN V c t Screw fastenin . Screws far attachin sum board and sum ane) roducts to wood framin shall be T W or T e S in accordance with ASTM C 1002 weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. � m R702.3.5. g 9 9YP 9YP P P 9 YPe YP U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER IN1H A STROKE WIDTH OF 1/2.THE SI(N BACKGROUND SHALL BE REFLECTIVE WHITE IN and shall penetrate the wood not less than 5/8 inch. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTOIE (9 2 R1102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM(PMS)X181. Q R702.4 Ceramic Tile. areas as required by the Intemational Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with terials used as backers for wall file in tub and shower areas and wall anels in shower area shall be of materials listed in Table R702.4.2, NI 102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. a total floor area less than or a ual to 2,000 s uare feet 185.8 m2 r dwellin shall have a solar-read zone area of not less than 150 s uare feet SECTION 1265.4.SIGN CR SYMBOL R702.4.2 Backer boards. Ma P N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) q q ( ) 9 y q THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturers recommendations. (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR TABLE R702.4.2 of access or set back areas as required by the International Fire Code. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY is insulated in accordance with Section N1102.1.2 and N1102.2.8. Backer Board Materials U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO TIE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL N1102.4.2 doors o.2) Fireplaces. New woodliburning fireplaces shall have tightt fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTEIIIOR MATERIAL STANDARD doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE O location or main circuit location. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGO WOOD ROOF TRUSS SPECIFICATIONS: H NONASBESTOS FIBER MAT REINFORCED CEMENTTTIOUS BACKER UNITS ASTM C 1325 TABLE R703.8.1 ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE U 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. � Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) NM- 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W Air Barrier and Insulation Installation E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet � SIZE nc STEEL ANGLE ria VE ONE STORY TWo STORrEs is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: C0 aL 3xl/4) ABOVE ABOVE ASE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be laced in readi accessible locations. P �' D (EQUATION 16-8) O L3x3x1/4 8'-0' 4'-6' 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tam er resistant rece tacles. Near) all 125 volt 15 and 20 am rece tacles to be tam er resistant. D + L L4x3x1/4 8'-0" 5'-0' 4'-e' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P P Y P P P (EQUATION 16-9) I5x3.5x5/te 10'-0' 8'-O" 6'-0" CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + S (EQUATION 16-10) U GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) W L6x3.5x1/4 14'-a' e'-s' 7'-0' BECSEALED.ENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 0 WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z m a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. 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 IN C) DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ❑ R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEIN YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE?-10 , TCDL = 15 PSF, RLM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=tOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. W 1. Minimum of 4 inches (102'. mm) above the earth DESIGN LOADS: R703.12.2 Flashin at foundation. A corrosion-resistant screed or flashin of a minimum 0.019 inch 0.48 mm or 26 a e alvanized or lastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION g 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: TABLE R301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS - R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) ALLOWABLE TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE STRUCTURAL MEMBER FOLLOWING INFORMATION: feet 304$ mm to a buildin on another lot. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDmONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION 1. DEPTH, SLOPE (IF ANY) SPAN, AND SPACING. ( ) g (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS M"�� Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 2, LOCATION OF ALL JOINTS. THE DRYWALL 3. REQUIRED BEARING WIDTHS. 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 construction for the steel angle shall / with no finished ceiling attached to rafters consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXCTER OR WALL ON FROM THESHOWERS AND TUBS.�ERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM BALCONIES AND DECKS: 40 PSF P / 4.2. TOP CHORD DDEAD LOOAAD. SNOW LOAD. Interior walls and artitions H 180 ^ ''` anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.3. BOTTOM CHORD LVE LOAD. E- w anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. Floors and ceilings w/ brittle finish L/360 4.4. BOTTOM CHORD DEAD LOAD. fW shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINT'S OF APPLICAl10N. R703.8.4 Mason veneer shall be anchored to the the sup orting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and Exterior walls with laster L 4.6. CONTROWNG WIND LOADS. Q ry P p or stucco finish /180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie fastener unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A m � /� = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. V ) housin and the interior wall or ceilin coverin SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 exam t from 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT COTNNECTOR EXCEPT WHERE SYMMETRICALLY ❑ [�] spaced not more than 32" on center horizontally and 2'.4 inches on center vertically. 9 9 g• ( p Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JO'NT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ^ R703,8.5 Flashin shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fre Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R301.2.2) 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. O 9 Lintels su ortin mason veneer L 600 including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL• 2,000PSF Per TABLE R401.4.1 PP 9 rY / 9. CONNECTION REQUIREMENT'S FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.6 Weepholes shall be provided in the outside wythe of malsonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes :shall be located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. Systems of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. not less than 5 feet from foundation walls or to an approved drainage system. WOOD FLOOR TRUSS SPECIFICATIONS: N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2(2) WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN P Q R802.1.5.4 Labeling. Fire-retardant trected lumber and wood structural panels shall be labeled. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include Door And Window Required Design Loads: CODE ER SECT10fN 1605.3 OF THE INTERNATIONAL BUILDING R802.3 Framing details. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to WF (13'C) or up to 85'F(2TC). The thermostat shall All exterior windows and doors shall meet minimum wind pressures (D with a gusset plate as a tie, Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 1'- At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) W that point. Where the roof (pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE j ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. 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 = LEVE LOAD, U r irder desi ned in accordance with R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall o g 9 N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: � accepted engineering practices. R802.7.2 Engineered wood products. I;uts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4 -22.0 +20.2 -26.0 timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations ore minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 TCLL = 40 PST, TCDL = 10 ;SF, AND BCDL = 5 PSF specifically considered. Exception: Ducts or portions thereof located completely inside the building thermal envelope. 100 S.F. +15.5 -19.0 +18.0 -22.0 TRUSSES SHALL HAVE A MAXIfJJu LNE LOAD DffLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR ..75`. nd ceilin joists havin a de th to thickness ratio exceedin 6 to 1 based on nominal dimensions shall be su orted lateral) b solid N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 Intemational R802.8.1 Bridging. Rafters a g I g p 9 PP Y Y TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFlCMIL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 Intemational Residential Code (as amended) of the New York City Constructions Codes, as applicable. Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the adJustment coefficient in Table R301.2(3). FOLLOWING INFORMATION: 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACING. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. oist s ans of 6'-0" and nater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 3. REQUIRED BEARING WIDTHS. 1 P 9 r 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. NI103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOP,:,. r` r r � r N1103.4 (R4o3.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall A B B R EV I AT I 0 N S 4.4. BOTTOM CHORD DEAD LOAD. Iii vi 6 � � 7 co N a. be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in 4.5. CONCENTRATED LOADS AND THEIR POINTS CT APPLICATION. ¢ N ry ry ri ti cr° N ui R806.3 Vent and insulation clearance;. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch s ace shall accordance with ACCA Manual S based on buildin loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDf110NS OF USE. o a a ri M cd p 9 A.B. ANCHOR BOLT 6. EACH REACTION FORCE ANDD E C RIFT or other a roved heatin and coolin calculation methodol les. D S. DOWNSPOUT LT. WT. LIGHTWEIGIiT RMS. ROOMS be provided between the insulation and the roof sheathiing and at the location of the vent. PP 9 9 o9 A.F.F.. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7 �(T CONNECTOR HYPE AND DESCRIPTION (E.GU SIZE, THICKNESS OR GAGE) AND THE A VANIZED S LOCATION OF EACH JOINT COINNECTOR EXCEPT WHERE SYMMETRICALLY N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 Intemational Mechanical ADJ. ADJACENT/ADJUSTABLE RNG RANGE LOCATED IZE, S E IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section R807 Attic Access Code (as amended), the 2015 Intemational Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T., ABOVE FINISH TREAD �' EACH LVR• LOUVER 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH DER-TR. means of ventilation. Outdoor air intakes and exhausts shall have automatic or ravi dam ers that close when the ventilations tem is not o eratin E.J. EXPANSION JOINT L•T• LAUNDRY TUB RR;Q• ROUGH OPENING 9. CONNECTION REQUIREMENTS FOR TRUSS TL GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or root construction shall have an attic access opening to attic areas that have a ven`.ical height of 30 9 tY P Ys P 9• ALUM(. ALUMINUM ELEC. ELECTRICAL RISER 10. DET'LECTION RATIO FOR LNE AND TOTAL LOAD. inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR ELEV• ELEVATION MAS. MASONRY framin members to the underside of the roof framin members. Section N1104 (R404) Electrical Power and Lighting Systems < ANGLE MAT. MATERIAL RNID ROUND 11. MAXIMUM AXIAL NENT TRUSS FORCES B THE TRUSS MEMBERS. 9 9 EQ• EQUAL S.C. SAWCUT 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Z z The rou h-framed o enin hall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a hallwa or other readi) N1104.1 R404.1 Li htin and a ui ment Mandato Not less than 75 ercent of the lams in ermanentl installed li htin fixtures shall ARCH. ARCHITECTURAL Mme• MAXIMUM g p g " y ( y ) Y Y ( ) 9 9 q P ( rY)• P P P Y 9 9 ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC • DRAFrSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOIR-CEIUNG ASSEMBLY DRAFTSTOPS SHALL BE co a g accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SWILL DMDE THE CONCEALED SPACE INTO APPROXIMATELY E UAL AREAS. 66 Z 07 07 a Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. EXT. EXTERIOR SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAF(STOPPING SFWL BE PROVIDED IN FTOOR-CEIUNG ASSEMBLIES UNDER THE O O O I O O Z H access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BD. BOARD MIN. MINIMUM BLDG,. BUILDING EE EACH END SIM• SIMILAR FOLLOWING CIRCUMSTANCES: � v7 Q a. located in attics. Section M1305 liance Access M•0• MASONRY OPENING STAINL ESS STEEL - - U w a N 3 App BM BEAM S.S. MATERIALS: DRVTSTOPPING MATERIAL SHALL BE NOT LESS TWIN 1 2 INCH GYPSUM BOARD, 3 8 INCH WOOD STRUCTURAL PANELS. a: 0 Lu M ab ob U M1305.1 Appliances access for inspection service, repair and replacement Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F/C FLOOR COVERING CHANGE �L' METAL BTL• STEEL / / Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG_ BLOCKING STRUCT. STRUCTURAL F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT m R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING FDN. FOUNDATION (NTS) NOT TO SCALE SUSP. SUSPENSION TYPICAL ROOF & FLOOR TRUSS NOTES: o jurisdictions designated by Icw as requiring their use orr where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C service an appliance. BRK BRICK FLR. FLOOR SGD SLIDING GLASS DOOR a roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE SQ. SQUARE S r above the roof coverin shall be of the lar est a liance but not less than 30 inches 762 mm hi h and 22 inches 559 mm wide and not more then 20 feet 6096 mm Ion measured CENTER LINE O•C• ON CENTER TRUSSES SHALL BE D1. THE IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL c i R 902.4 Rooftop mounted photovoltaic: panels and modules. Rooftop mounted photovoltaic panels and modules installed ono g g pp ( ) g ( ) ( ) 9 CL F.R. FIRE RATED TB TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C hotovoltaic anels and modules shall be installed in alon the centerline of the assn ewe from the o enin to thea liance. C.M.UI. CONCRETE MASONRY UNIT OPER. OPERATOR P P 9 P 9 Y P 9 PP FRM FRAME T & G TONGUE AND GROVE • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FlXNRES DURING ASSEMBLY TO j 9 y q 9 9 ( ) 9 •• App• 9 g •• 9 ( ) C.J. CONTROL JOINT OPNG. OPENING urisdictions desi Hated b law as re uirin their use Orr where the ed a of the roof is less than 3 feet 914 mm from a lot line. M1307.3 Elevation of i nitron source. (lances havin an i nitron source shall be elevated such that the source of i nition is not less than 16 inches 457 mm FT. FOOT / FEET TGS TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. COL COLUMN OPT• OPTIONAL R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. " above the floor in garages. FTG FOOTING TFW TOP OF FOUNDATION WALL r TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE COMPACTOR IS RESPONSIBLE FOR THE MEANS AND R 905.1.2 An ice barrier water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4 M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and CONC;. CONCRETE GA O.S.B. ORIENTED STRAND BOARD NP TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE ~ / CONDI. CONDITION GAUGE OZ. OUNCE T TREAD typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and GALV LATERAL STABIIJTY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCS( GUIDE TO GOOD PRACTICE FOR Z COM_ CONTINUOUS GALVANIZED ( ) LTJ higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less labeled in accordance with UL2158A Exhaust duct size shall comply with code section M1506. 1/R ONE ROD TR TOWEL ROD HANDLING, INSTAWNG & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. CONSIF. CONSTRUCTION G•C• GENERAL CONTRACTOR � � than 4:12, entire roof to receive ice & water shielld. P 9 q P 9 g GEN. GENERAL 1 S ONE SHELF TRPL TRIPLE 4 TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPUCED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL L1 cD M 1506 Exhaust o enin s A minimum clearance of 3'-0' is re urred between air exhaust terminations and o enin s into the buildin / CTSK. COUNTERSUNK : THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SMALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS 0 O m R 905.2 Slo e. As halt shin les shall be used onl on roof slo es of two units vertical in 12 units horizontal 2:12 or reater. For roof M1507.4 Minimum required local exhaust rates for one & two family homes. GYP. GYPSUM PC POURED CONCRETE p p 9 y P ( ) 9 C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF TILE TRUSSES. J slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. CAM. CANTILEVER G•L• GLUE LAM PBD• PARTICLE BOARD W w underlayment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMIC TILE HGT. HEIGHT PL. PLATE VERT• VERTICAL � Y R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING HORZ HARDWARE PND. PANEL V.I.F. VERIFY IN FIELD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 I,.4 z a e 0.105 inch 3 mm shank with a minimum 3 8 inch diameter 9.5 mm head, cora I rn with ASTM F 1667, of a len th to HORZ. PWD. PLYWOOD g g [ ( )] / ( ) P Y 9 9 G2415.7.1 404.7.1 Pi in throw h bored holes or notches. Where r in is installed throw h holes or notches in framin members and the i in rs located less than C.M. CROWN MOULD HORIZONTAL,HORIZONTALLY W WASHER U p ( ) P 9 9 P P 9 9 9 P P 9 PF. PREFABRICATED 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z penetrate through the roofing materials and not less than '/. inch (19.1 mm) into the roof sheathing. Where the roof sheathing is 1 X inches 38 mm from the framin member face to which wall, ceilin or floor membranes will be attached, the r e shall be rotected b shield lates C,R. CHAIR RAIL HR.WD. HARDWOOD W/ WITH (9 ( ) 9 9 P P P y P HR. HOUR PR. PAIR Vyp• WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. _ less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where D DRYER HDR. PROJ. PROJECT PROJECTED WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. U) 4 R 905.2.8.3 Sidewall flashin . Base flashin a ainst a vertical sidewall shall be continuous or ste flashin and shall be not less than 4 HEADER / W,W,F. g g g p g the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/0 WALKOUT 4. All general notes unless otherwise noted on plans ar product specifications. W inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DBL. DOUBLE PSF POUNDS PER SQ.FT. WINDOW 5. All a licable state & local codes ordinances and re ulations if an . 0 ^ _ or into the utter. Where sidin is rovided on the vertical sidewall onto the roof or into the utter. Where sidin is rovided on member. DIA DIAMETER I.D. INSIDE DIAMETER WNDW PP g y g g P g g P INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with manufacturers specifications and / or ❑ the vertical side wall, file vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) DTR, DIRECTION INSUL. INSULATION QUAD. QUADRUPLE recommendations. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be G2426.7.1 502.7.1 Door swin . )lances and a ui ment vent terminals shall be located such that doors cannot swin within 12 inches 305 mm horizontal) of ON DOWN [j] provided in accordance with Section R703.7.2.2. ( ) 9 APP q P 9 ( ) y DR. DOOR INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all discrepancies including any = R 905.2.8.5 Dri ed e. A dri ed a shall be rovided at eaves and rake ed es of shin le roofs. Adjacent se ments of dri edge shall be the vent terminal. Door stops or closures shall not be installed to obtain this clearance. I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. uJ � p 9 p 9 P 9 9 1 9 P DW DISH WASHER RMS. ROOMS 9 � 0 1 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any JT. JOINT REINF. REINFORCING REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATm AND NEVER SCALED UNLESS OTHERWISE NOTED. overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than / inch (6.4 mm) below the roof sheathing DWG. DRAWING door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground ~ and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof level. KSI KIPS PER SQUARE INCH 9. The general notes and typ;�al details apply throughout the job unless otherwise noted or shown. z m deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underfayment shall be installed 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a disclrepancy exists, the contractor shall W The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening 9 over the drip edge along eaves and under the drip edge along rake edges. promptly report it to the architect for proper adjustment before proceeding with the work. Z qQ into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent 11. OMISSIONS: In the even certain feature of the construction are not full shown on the drawin s their construction shall be of the same character as for similar U' o o cs termination clearance. GRAPHIC S Y M B O L S Y 9 . R 1001.1 Mason fire laces & chimne s to be constructed in accordance with Section R1001 and thea licable revisions of Cha tars 3 conditions that are shown or noted elsewhere on the construction document set. ry P Y PP P P The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into and 4 of this code. the building. 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and suppliers recommended W S♦F, � `,_ R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less installation procedures. 0 . G� =0 STRUCTURAL CALC. REFERENCE S o� ''. than 3 feet above the highest point where the chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust XX ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible for any and all conflicts SNR ( ` G2439.1 614.1 Installation. Clothes d ers shall be exhausted in accordance with the manufacturer's instructions. Der exhausts tams shall be Inde endent of all DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. n e\ �/ '\ ''-- Section R1004 Factory-Built Fireplaces ( ) ry ry P XX c� PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ('RE(GULATIONS'), 8 NYCRR 69.5, ENTITLED f:% _- ,�`- I beled and shall be installed in accordance with the conditions of the listin . Facto other systems and shall convey the moisture and any products of combustion to the outside of the building. FLOOR FINISH CHANGE "SEALS', AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED u,i' R 1004.1 Factory built fireplaces shall be listed and a g ry b I DOCUMENT INDICAl1NG THAT: R IS A < I G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and la eed to UL 705 for use in dryer exhaust /f � 1 ,I built fireplaces shall be tested in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A UCENSED ARCHITECT, TO ALTER AND ITIEM IN ANY WAY. ' ; >� R 10004.5 Gasketed fireplace doors. A Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. O DOOR / HARDWARE TYPE system has been specifically tested, listed and labeled for such use in accordance with UL 127. � �I R 1006.1 Facto built or masonry fire laces shall be a ui ed with an exterior air su I to ensure ro er fuel combustion unless the room Section P2607 Waterproofing of Openings _ _ _ ��' ry P q PP ppy p P XX XX BUILDING SECTION 3gir; is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elostomeric material shall be installed XX XX ' /` f " in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required-- PARTITION TYPE �'' 'V `� �j ' Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. �/ ��- �•f• • •.• . .• ••• •• . N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or JOB NUMBER cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 2 0 1 6 0 2 3 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 6 6 UNIT 6 5 Q SHEET NUMBER Ill MODEL B- 15 B- 2 ALT- 2 ) ) W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, U 66-W X 44"MR CONNECT KING STUD5 TO TOP PLATE ~ ATTACH TO EACH PAR ROOF FRAMING WRAP 1-1/4"X22 6A 6ALV.COIL STRAP Z c , C6--v X 2.1"MR OF OFPOR 6 RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 PL 2x6 � 1""1 E ATTACH TO EACH PAR �� RAfTEitS ROUT ��, ROOF�, 2x AGQ LEDGER W/2-3/5"x5"LAG CRIPPLE STUDS � 8 5�PLJP! BOLTS a I6"OG INTO 5TUD5 TOP PLATE 16 OG. U 2 � PLAN 2X BLOGKIN6 O (� Ei SIMPSON 5TRON6-TIE o A35 a EVERY RR AT 2 END BAYS 2X4 STUD WALL OR p �Iu�I11 EL6ABLE ° SMP"STRONG 5M°50N SIR" CEILING J015T OR W/STR�iB� _� W MM SIMPSON STRON6-TIE H2 80 NAILS -TE M5 TRU55 BOTTOM CHORD SIMPSON H2 CONNECTOR a EA •,y17 H � cb 2 TYR 6d NAILS rYP. RDEE STRAPS Situ M ATT&W TO EACH PAR OF OP'P& RAFTT3f5. ALTERNATE TO RIDGE STRAR Har I�EYERY RRG-TIE � U 0 INE ON:IRM STRAPS ARE NOT PFIW WHEN 6a AR TTS OF PROVIDE 2X4 COLLAR 71E AT RAFTI3L IG STUD AND KIN65 U *+ ° FOR USE WHEN 57 AND I IN�i01 dINATION Y N STUDS/4NI7 "NAL P4 At 2X4 LUMn ARE LOGATEP N RE LIPPER THIRD X Tlf I1PPI32 THIRD of THE OTITIC SPADE F_ tY�l EN ALIGNED) 4, a N} ItAFTER$ALIGN DO NOT ALIGN ATTIO SPADE AND Arrvo To EACH PAR OF PATTERS W/4-40d NALS W/4-10d AT EACH RAFTER) GEAU�i SAT U 0' 'Z _ 5 Vi LSU26 FOR 2xb LSU25 FOR 2x8,2x10,OR 2x12 DETAIL 4 Z �U . "� 0 Q W� C fM f0 FRAMED 6 ❑ = ti m 00 WI OR (� M �RID6E STRAP DETAIL / �RID6E STRAP DETAIL 51MP50N 5TROIN6-TIE 2x4 OR 2xb °R DOOR (EOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU25® EVERY GJ STUDS a Ib'O.G. NO SPECIAL FT / 2x AGQ LEDGER W/3/5'x5'LAG, CONNECTORS ev'�c1sr. N.TS. LOCATE AT / N.TS. LOCATE AT EVERY RAFTER BOLT a I6 OC INTO STUDS IN THIS AREA 5AF5CN STRGN6 ��STiRON� STRAPPING TO BE 1-114"X 22 6A. 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING TIE Lr5 Te / GABLE END HALL To BEAR A MIN.OF lo"ON FRAMING. -11 tuN� O OUT"IS l".'� A� / PORGH ROOF SD NAZIS TAP. / FOR USE wear STUDS AN2 USE IN corelNATtoN ONLY STUDS AND STRAPP I N6 DETA I L DETAIL AT ATTIG z j AL ISI DO NOT ALI6N ^/ I N T5. I I N.TS. STRAPPING TO RI1N ONTO RIM JOIST,SEE O DETAIL q/DI(ONE STORY)OR ONTO STUD U ROOF= RAFTER HURR I GAME TIES AT WALL Baow(TWD STORY) � I \ W N.T.S. LOGATED AT EVERY ROOF RAFTER ` ATT I G ' '' O Z ST RAPP I N6 DETAIL SIMPSON POST W54 �2 FOR FRAME GONNEGTI ON5 0 ' ^ • USE Wg5-4 AT BDs LJ J DI N.T.S. 0 m 2ND FLOOR I� /� PRE-DENT K (2)Ix " � " 4-I6d FACE NAILS FROM Z Qji STRAP OR 4x PROVIDE 3 X34 X3 WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER M5TG� SECURED BY WOOD SILL PLATES. GOLUMN P05T TOP ANCHOR � NALS SIMPSON PA13 OR 5B ANCHOR BOLTS MAY BE U5ED IN LIEU OF / THREADED ROD W/WA5HER PLATE. END 113N6TN N.TS. LOCATE AT EVERY GOLLIMW 6tW R CONNECTLOM H/1"LP WM PROVIDE 3'Xb'XD36'6ALV.STEEL PLATE W/ R"MR / BIND Of STIR b-8D NAILS AT GORNEiRS AND INT3RSEGTINI6 (4)NALSMRN WALLS. 3'X12"X.036'&ALV.STEEL PLATE IN I1"lBNbm(T�) I �S �p 12-8D NAILS AT AT am JOINT'S IN STRAIGHT SIMP50N LSTAI2 STRAP W CPQ SPAR \ _T WALLS WERE THERE 51NSLE PLATE OR HEADER _ 5-100 NAILS EACH END ATRNP of 2X6 KI% r OUr umTh l J AIL 24'MINIMUM LAP SPLICE ONE AT SPANS UP TO 6 FEST EACH JACK STUD F--I F-", A NALS TWO FOR SPANS 6 TO 12 FEET O w PRM MN Ew I NA301 ROD THREADED b'BOTH ENDS. 12-IGD MIN.NAILS TIRE FOR 5PAN512 TO 16 FUST 2X6 JAG AT PATUDS NA.N):ED lBJ6m IST FLOOR �� � 3/4 AND I ROD AT 51MPSON STEEL STRONG WALL,SEE PLANS AT ALL SPLICES TWO AT SPANS FROM b'ro 12' ILLI w T/5 THREE AT SPANS>12' U a SIMPSON POST BASE iv UNLESS NOTED OTHERWISE ON PLAN ABU44 OR AEW&,SEE PLAN 2'X3/6"X3"WASHER PL W/NUT EACH SIDE p (�? MUMTH ) 05-22 COIL STRAP I UPPER STORY SHEAR m (� I ( l WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL � EXTERN DR WALL ❑ W F=LOOR TO FLOOR TIES I l - -- BELOW GONNEGTION 4 I POR SET BAGK HAL.L5 HDU HOLD-DONN5 AND 5TRON6 HALL DOUBLE TOP HALL PLATE SPLICE DETAIL HEADER GONNEGTION N.TS. LOCATED AT EVERY STUD \ vs'40 HOOKED ANCHOR BOLT WT \ FOUNDATION MINIMUM EMBEDMENT OREXPANSIONJ 13 N.TS. 14 @��NTS NOTE \ BOLT W 5'MINIMUM EMB�NT N.TA . N.T.S. r COL SM"HER 5Wft PFAW_6d COMAON(ON x 25 LONG)WALLS ( \ v COL STRAPS ores 5H EAnft PROVDE:10d Lcta�HOHN(01M x 3'1.0"NA113 I \ U \ GOUMN P05T BOTTOM ANGHOR \ ON.T-S.L LOCATE AT EV1iRY COLUMN/GIRDED t:oNNEI;rION W WMco ALLOWABLE HOLES - To MN V&V,Mac SD NAIL a 6'0/6 AT ALL PANEL EDGES 160 NAIL 0 24'0/G H U \ N�N4N�T�W ■ LVL Headers and Beams As RR WI'6M HIP RAFTER, 160 NAIL®24 0/G X6 05B OR PLYWOOD W I 51MP50N HGP HIP 5�p SHEATHING Microllame LVL I Raa wwTrx INTERIOR 1.3E TimberStrand® and NOTE,WERE 24'WIDE MINIMUM FULL HE160T (4)MALS MIN N CORNER TIE ;I,� .r I LSL hole zone Parallame PSL 2 x diaimeter of the Y depth U WALL RETURN 15(PROVIDED AT END5 OF I 11•LIMTH(TAP) hole zo largest hole(minimum) U BRACED WALL LINE THE 80011 HOLDOWN MAY I I BE ELIMINATED. PROVIDE TWO(ONE AT EACH �4, , SIDE)05-22 STRAPS PER DETAIL 4 IN LIEU OF I c� BP WASH LENbm ) SD NAIL®6'0/G LSTA36 STRAPS'W N IN THE DETAIL NAIL SHEATHING TO ```�J ° o AT ALL PANEL EDGES EXTERIOR 61 PSUM BOARD d o INTERIOR I SILL PLATE MU 8d zx AGQ SILL PLATE. DOUBLE o - - - - - - - � - - � ° o NAIL5 0 4'0/G SILL AT FULL BASEMENTS 0 0 __�[ 5/8 DIA STEEL ANCHOR Microllame LVL and -j 9'MIS BOLTS MAX 2'8'o G_ - - - -- 65-22 COIL STRAP SICK RJT T RN THt BMEMBERS NOT AT PANF1 ED6E5 EXTEND BOLTS MIN.T INTO EDN WITH n6HTENFD NUT t pay allowed hoe zone Tx 3'KA54BR TO EACH BOLT. (1)1 x 6 ACR SIMPSON LTP4 PLATE VALID TO middle Y3 span PROVIDE TERMITE SHIELD SILL 5�P',RN GA 51RM 15/32"056 OR >-L5TA36 W/10-I0d NAILS BAR SEAL AND MAINTAIN 8'MIN. RSILL PLATEM AND SLL ELATE 9 Ii0/G AT Furl MM INSIDE CORNER OUTSIDE CORNER d 1.3E TimberStrand® LSL allowed Molle zone d r` I• r� r- BELOW 2'TO 6' PLYWOOD SHEATHING _ r` INTO W(2 ABOVE AND RROMH YD TO FIN15HED 6RADE VN.LEY JkNC NfHt�GTS. - .- � � - � Co FROM roP of WALL HNHL AS rAgE ex MPGUA PLAN VIEW PLAN VIEW tii BELOW(2 EAC.NH GORNEW NOTE, Tall=2,geox General Notes Q N N N g ti f-D ui 5ff FOUNDATION PLAN COIL STRAPS UNDER 5HF_ATHI%PROVIDE,bd coMMON(0.131 x 25 LONG)NAILS.COIL O N N c+i ri <D STRAP5 OVER SHEATHING PROVIDE,IOd COMMON(0.131 x 3'LONG)NAILS. EXTERIOR WALL TOP C�/TGp l/�� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded r- LAY-OVER OR FALSE VALLEY PLATE HIP GONNEGTION jj�_ ��J�� `/� CORNER DEPTH HOLE SIZE headers and beams only. e 5TRAPPIN6 DETAIL HALL FRAMING 4�„ V. • Round holes only nd STORY CORNER GONNEGTORS TYP I GAL ANGHOR BOLT 5TUD TO RIM JOI 5T TO SILL PLATE I� IS 5Yz" 13/4 • No holes in cantilevers. `� LOCATE AT E1/E2f STUD N.T.S. KTg• 7Y4"to 20" 2" • No holes in headers or beams in plank orientation. NN.TS. LOCATED AT EVERY CORNER N.T5. LOCATION A5 NOTED N.TS. N.TS. .TS. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as Z z indicated in illustrations and tables. a g Z Z Z O Z Z co N Of a A MINIMUM OF 7W0 BRACED WALL LINES 04)ARS IN EACH DIRECTION OF A BUILI71N6. BML5 SHALL NOT BE SPACED t MIM SFRAP AAD WALL SHrATt1N6 fl � � � � Q � � g � � MORE THAN 60 FT APART. WALLS WTHTN A BML.SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A OWL.. BNL LOCATIONS ARE � To Tal af'PONY WALL f 1���1 I NOTE, To TOP of FWY WAL_P Us > co d ¢ to - 5MxdN DITR HiGLDOMM AT L5-W�P DRKED SATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I w � ah o5 U WALL F?ND PANELS(f HPE A) C6 AS RWAWEMU A BRACED WALL PANEL 03HP)SHALL OWN WTHIN 10 FEET OF EACH END OF A BML. THE DISTANCE BETME N A ACNE tr PLACED ON TOP OF HEADER PLAGED ON TOP OF HEADER ® AT#LACED WNL G£TALS G MD R EDGES OF BWrS SICU 1_NOT BE 9REAIM THAN 20 FEET. TH�tE 5LW1.BE A MMMUM OF TWO BW ON EACH BNL EXCEPT AT 3 v2'WIDE LVL HFACJER(5t3 PLOW o WALLS<Ib FEET LONG MAY HAVE ONE 4b OR LONGER SNIP. BWP5 ARE TYPICALLY G5-t^ISP SFIEATtED BRACED WALL PANELS ® - S-IOD NALS AT DITIZ M`YPE A)OR 6YP5UM BOARD ee(TYPE B). PROVIDE TYPE G,D,E,ORF PANELS A5 NOTED ON PLAN WHERE BHP TYPES A CON71MM TO OUT!510E OF PANEL ® AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. BHP TYPES ARE INDICATED ON FLOOR PLANS. ® 3/8'40 THREADED ROD ® G5-W5P CONTIR)IOU5LY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET NOTE,WERE 24■WIDE MINIMUM FUN_HEI6HT THE MIHIMIHI OF TABLEI*W.10$�. NAIL 7(y'MMIMUM WALL CONTINUOUS Ill's MIN DEEP HEADER.TO F- CONTINUOUS IlV4"MIN DEEP HEADER TO WALL RETURN IS PROVIDED AT ENDS OF SHFATHIIN6 WTH 8d NAILS•6'0/0(EDGES)AND 12'10/0{1 W)AND PROVIDE 2X OUT5112E KING 5TUD(5�PIANU � OUT5IDE KING STUD(SEE PLAN) � PMH.MIX I- G5-MKPBRACED WALL LINE THE 80011 BLOGKMB AT ALL UHKUPPORTID PANEL EX-E5. PROVIDE 600 POW HOLD" FASTEN J'5HFATHINB TO HEADER W/ FASTEN I'SHEATHING TO HEADER W IZ HOLD"MAY BE ELIMINATED. PER DETAIL M OR 20 AT ENDS OF BRACED WALT-LINES THAT 00 NOT HAVE 6D NAILS o 3'0/G IN EACH DIRECTION 80 NAILS @ 310/G IN EACH DIREGTION EITHER A 24"MINIMUM FULL HE16K WAIL RETURN OR A 48'MINIKH BMP. SIMPSON L5TA24 STRAP ON BOTH 51PS AND 51MP50N L5TA24 STRAP ON UNSfEAhHJ TRIM TOP OF PANEL A5 RCQU � � � EACH OF HEADER TO JACK STUD IN I6-OD NAILS FACE IN 16-IM NAU S O r T � TABLE 8602.105 MINIMUM LENGTH REQUIR�IfS OF GS-W5P 5175 SCREWS f+y m CONTINUOUSLY SHEATHED BRAG®WALL PANELS FASTEN TOP PLAT_TO HEADER W/2 Z FASTEN TOP PLATE 70 HEADER W/2 Z PORTAL STRAPS I/2'FROM EDGE ON J D ROWS OF 16d NAILS 0 3'0/6 ROMLS OF 16d NAZIS 0 3IO/G WALL MIN PANEL BOTH SIDES(4 STRAPS PER PNW W W WALL AJAGENT CLEAR MINIMUM LENGTH OF O oo � x U U HE169(1 Tl WIDTH'L' ` U til HEIGHT(FT) OPN6 HEIGHT BRACED WALL PANEL PANEL SHALL HAVE A LENGTH'L'OF NOT PANEL SHALL HAVE A LENGTH V OF NOT 8 28' Wp V s Q -51MP��ON GNW GOU'LER NJT <64' 24' L.E55 THAN 16'FOR 8 FT WALL,I8'FOR 4 LE55 THAN I6'FOR ONE STORY AND 24'FOR $ 64'To 80' 32' FT KALE,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32' U 51MP50N 5W5B STRONG-NiPJI 5B Z 80'TO qb' 3b'' x PLAN FOR ACTUAL LBN6TIH xx SEE PLAN FOR ACTUAL LE=NGTH 10 34' PANEL.,VERIFY PANEL 15 PL" (' 6YP%H BOARD "65"BRACED WALL PANELS(`r rPE B)SHALL BE Q 4 II 38" 3/8'O ANCHOR BOLT OR q 64'TO 80' 30' 45'MINIMUM M LEN6THN ON BOTH SIDES OF WALL PEP.TABLE 12 42' NOTE,DETAIL APPLIES TO ADHE51VE ANCHOR 80" O , 41' `R602J05. SECNIREX�'6YP`.�Iltd BOARD WTH N5d GOOLL9t NAILS, � (2)JACK STUDS MIN.OR PER PLAN � (2)JACK 5TUV MIN.OR PER PIAN � BOTH E05 OF HEADER W u •= (b4' 30' D415'X IV GYPUH BD NAILS,OR Oq8'X IV 10 64'TO 80' 30' NAZIS O 190/0 OM6M)AND TO/C(FIELD). BLOGKIN615 NOT u~ 80"TO qb" 38' `IT52M V AT(PORTED PANE-ED6E5 WE@N PANELS ARE BLOCKING AT PANEL EDBE5 BLOGKIN6 AT PANEL EDGES N ❑ INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRUSS OR FULL •Partial credit for panels 36"to 45"wide per R602.IOS2 BLpCgN6 DIRECTLY MOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KIN6 STUDS BLOCKIN6 AT PANE_EDGES 'L' EQUAL TO ti i v TYPICAL HOLDOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD or > 12" PA51BN 7/16'5HEATHIN&TO EACH 5TUD FASTEN VIE'SHEATHN6 To EACH STA T � 'Ste' H MED FLOOR A STUCTU RAL PANEL "CS-WS P" -TYPE A R GYPSUM BOARD "GB" -TYPE B AND SILL W 8D COMMON NAILS a 3'016 AND SILL W/6D COMMON HAILS 0 3'O/C FASTEN?/I6'SHEATHING TO STUD z (� m I� L NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 PORTAL DETAIL"A•ONLY APPLIES AND SILL IN 8d NNL5 a 4'OX J Ia -- N.T5. TO 2 FT TO IB FT WIDE OPENIN69. SIMPSON HDib NOLD(x N W/1END4'SD5 SIMPSON I HOEDOWN YYBOVE. Z Q TABLE 602.102%)BRACING REQUIREMENTS BASED ON 140MPH TABLE 602.10.3(2)WIND ADJUSTMENT TO 5URBi5 IN 1701181E END STUD ` SCREWS IF NO TENOR ABOVE. U p p HNA HOLD"WA 10-i/4'5D5 PANEL TO 51T DIRECT Y ON TOP OF WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'40 AFNCNOR BOLT OR EXPANSION 5GR&NS IF FLOOR ABOVE. U .,hP'.,ON PTTIZ NC.GI7MM AT(h-WS°WACEP WALL HEIGHTS,AND 2 BRACED WALL LINES U2 40 ANCHOR OR EXPANSION BOLT BOLT WITH rxrXsb'PL WASHER CONCRETE FOUNDATION WALL W ;.. . �.�� --��G.;\\\...... WNL END PANflS(TYPE A)HDU AS REO(UNRID ADJUSTT'ENT STORY CONDITION ADJUSTMENT OVER BASED ON SUPPORTING FACTOR 2-1/2'40 ANC"OR EXPANSION BOLT - m I AT DRACHM WALL PETALS G AND D. CONT 114 BAR CONT IN TOP OF CONCRETE CONCRETE 64 BAR CONT IN TOP OF CONCRETE U C STORY BWL SPAGIN6 METHOD 6B FOUNDATION FOUNDATION FOIWAnON '3 TIE m SHEATHING EXPOSURE CATEGORY ONE STORY G 12 2® 8-1OD NAILS AT DTTIZ , EXP05L RE CATEGORY ONE STORY D 15 114 BAR CONT IN TOP AND BOTTOM m� TOP 10 25 55 EXP05URE CATEGORY TWO STORY G 13 PARS 18 ANCHOR BOLT OR 3'e'THREADED OF CONCRETE FOIINDATON 51N1P�,ON 561/8X24 OR PA81-18 ANCHOR m m TOP 20' 5.0' 10.0' F�OSURE CATEGORY TWO STORY D Ib EXTEND WALL SHEATHING OBER RIM JOIST ROD W/WASHER PLATE,SEE DETAIL 15A71 BOLT OR Ye"THREADED ROD, W PAR5-18 ANCHOR BOLT OR s/e'THREADED U OVER ROD W/WASHER PLAT ,SEE DETAIL 15.071 5�DETAIL IS/DI = �' TOP 30' 7.0' 145' ROOF HAVE TO RIDGE ROOF ONLY 15 FT 13 PANEL EDGE FRAMED U '7� ROOF HAVE TO RIDGE ROOF ONLY 20 FT Ib WALL PORTAL DETAIL"B'ONLY APPLIES TO 6 PT TO IB FT WIDE OPENINGS. U FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARDS R602.101%)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS �' 10 1 / TOP 40' q.0' 185' ROOF SAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REGIAREh EIM FOR BRACED WALL PANELS AT BRACED WALL.LINES. WALL TO 1E coN ieurnNG LENNGTH of 48"TowARD5 Rbo2.lo-%)MINIMUM L aIGTNH 5 1 REQUIRES EN6Nf D1 16N TO ❑ TO DETERMINE PANE.SIZE AND ANCHOR BOLTS FOR ROOF EAVE TO RID6E ROOF+I FLOOR 20 FT 13 1�ON FIRST FLOOR APPLICATION ONLY. REMIREMIENT5 FOR BRACED WALL PANELS AT BRAGIV WALL LINES. ACTUAL HORIZONTAL DESIGN WIND LOAD AND CONDITION TOP 50 11.0 23.0 ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ROOF SAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOT' 60' 13.09 2►5' WALL HEIGHT ANY STORY SFT 0.9 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL lIABW" SIMPSON STRONG WALL JOB MBER 3/8'40 ANCHOR BOLT OR , , WALL HEIGHT ANY STORY q FT 0.95 ADHESIVE ANlGHHOR BOTTOM OF 2 10 5.0 105 WALL HEIGHT ANY STORY II FT los C FRAME "CS-PF" DETAIL - TYPE C "PEEL" DETAIL - TYPE D :.$:;�a o4ba.:•" BOTTOM of 2 20' q.01 Iq.O' WALL HEIGHT ANY STORY 12 FT I.I p E DETAIL - TYPE E DETAIL - TYPE F 2016023 o•, a :..,,: NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W 1 , NUMBER OF EIWL PER PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 30 13.0 215 NLHEI R OF EIK PER PLAN DIREGTTON AT STORY 4 1.45 U) SHEET NUMBER W43ER OF BK PER PLAN DIRECTION AT STORY 5 OR MORE Ib Z �TrOMOF2 UTO BRACED WALL PANEL DETAILS ',,I 1 GYP BD FINISH OMITED FROM IN51DE FACE OF BNP 1.4 HOLDOY`1N Dl_TA I L AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METING GS-W5P ONLY 2 1 z 20 N.TS. 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ROOF FRAMING = o GARRY DOWN FRONT OF FASCIA- (n L w ?Z PER MANUFAGTURER'S ' I MIN 4'TYPICAL / Z U 2's ' U-)5PEGIFIGATIONS TO MAINTAIN / i �• O cn:o M PRODUGT WARRANTY I I 0.40 ALUMINUM DRIP ED6E U Q W M m NOTE; GAP / _ y CDD APPLY IGE d WATER 5HIELD IN IOH. eJTTR ❑ V M FAIR WEATHER WHEN THE AIR, / m ROOF DECK AND MEMBRANE M ARE AT TEMPERATURES OF I�_O 2 10'-8"HIP WIDTH C� a 40°F(5°G)OR HIGHER. GABLE B-I OH. FLU5H ROOFS 12 1 - -- B-I FA5GIA5 IL N Z _ O _3REAT ROOM - LATE HT. - - — - 1777- - nn nn APPLY ICE t WATER SHIELD IN (~j _BREAKFAST FAIR WEATHER PLATE HT. HHEN THE AIR,ROOF DECK AND MEMBRANE ARE AT F- J - `"'- }� i I TEMPERATURES OF 40°F(5'G)OR � � OH. HIGHER. O i I I ( IIlEZL2j V I i I I NOTE W: I ) i i i FASCIA BOARD �°AZEK SOFFIT PVG SHUTTERS WITH FIXED I i i i I I I BOARD W 2"Goer. OOR VENTMWLn HINGES. WIDTH OF o zn i i iVENTr� VINYL I SOFFiT H Q 5HUTTER TO BE HALF I }l Q WIDTH OF WINDOW. Q l I I Z r` J �3- l I I Qj�4 ' I ' I ' ' DETAIL 2 ❑ Ix4 AZEK TRIM SCALE: 1 1/2" = 1'-0" _ i t I I _ IN 15T FLOOR_ _ _ _l= }` _ I I I _ FIN. 15T FLOON OIL +0'-0" bxb P.T.P05T WITH LINE OF EXT. LINE OF I I I 12" 50UARE HB$G PERMA GA5T I AZEK TRIM I 51MP5ON BG52-3/b WALL® GAR. WALL® DEN I w Ix4 AZEK TRIM GOLUMN W/5QUARE FLAT GAP ALL SIDES Ixb AZEK TRIM I- �"•L� I P05T GAP ANCHOR 3 BEYOND BEYOND I [�] 4 BA5E (OR EQUAL) - CORNER I I 51MP5ON ABUbb I W COLUMN TO BE PROVIDED W/ I WALL I POST ) I 0 SPLIT KIT 1 I I m 1� I i BREAK i I ❑ w `.J i I 0 I I I I I I I I I U - - - - - - - - -- - - - - - - - - - - - - - - -I L —— — — — — — — — — — — — — — — — — — -L — — — — — — —I— —— — — — — — J —— — — — — — — — — — — — — — — — — — L- — — — — — — — — — — — —— — — — — — — —— — — — — — — — — — — —— — — — — — — J H LEFT END ELEVATIOR U 1/4" = I'-0" w UNIT 66 ( 15TPORCH) 0 p MODEL (JUNIPER)- LINE OF ROOF B 12 BEYOND® MA5TER 82-5 5.7751 BEDROOM RIDGE VENT AZEK 5HEET1N6 ON 51DES INSTALL ICE 4 WATER 5HIELD •- � � r fV N M M fU � � LINE OF DORMER OF DORMER TYPICAL 12 PER MA1dJFAGTURERS ROOF OVER GARAGE 5.75 SPEGIFIGATIONS TO MAINTAIN ROOF BEYOND RIDGE PENT PRODUCT WARRANTY 12 NOTE. i APPLY ICE E WATER SHIELD IN I'-0" 12 FAIR WEATHER WHEN THE AIR, cn OH MIM 3.5ROOF DEGK AND MEMBRANE g z EXPOSED LOW 957R' ARE AT TEMPERATURES OF a LINE OF GARAGE 40°F(5"G)OR HIGHER. z z z o z z N ROOF BEYOND Ix8 FA5GIA BD. - FLU5H ROOFS oco V5 V5 co / 6'AZEK W a5 v b FRIEZE BD. OH co BEORM#2 I._O. BATH#2 _ _ _GREAT ROOM o i OH. PLATE HT. uI�IRI — - - -- - chill PLATE HT. o 2015 I RG- 62421.8 (503.8) -T ill 111I , , I ���'#---- _-��� ";`I I , oH. VENTING SYSTEM TERMINATION LOCATION: THE VENT TERMINAL OF A DIRECT PENT APPLIANCE WITH Ill I I I Fill I FTF FE101 11 1 I I I I - --- � i�==- I I AN INPUT•OF 10000 BTU PER HOUR(3KW)OR LE55 SHALL T57 \ i i i i BE LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A z 1 I I 1 BUILDING,AND 5UGH AN APPLIANCE WITH AN INPUT OVER W z i i i ,- I I " I I I 10,000 BTU PER HOUR euT NOT OVER 50 00o BTU PER EXTERIOR WALL— a 71[7I I I I I I HOUR SHALL BE IN5TALLED WITH A q INGH VENT > \ / ,I 10 50UARE HBs6 PERMA I I Z o _HHK �IN61�SIDING '- i i i iJTT I # 1 - a I CAST COLUMN#46382 W/ i i B2-I o TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN - o OR `'11 ILL E i I o _ I I ; ;i 1 SQUARE FLAT GAP I I = INPUT OVER 50OX BTU PER HOUR SHALL HAVE AT LEA5T O -l/I6'05B SHEATHINS v o i i 11 I I � 1--1 - I BASE (OR EOUAU - A 12 INGH VENT TERMINATION CLEARANCE.THE BOTTOM OF -2xb WOOD 5TUD5 6 Ib"O.G. $ i i i i CORNER COLUMN TO BE i i THE PENT TERMINAL AND THE AIR INTAKE SHALL BE W �--� _ -b"R-21 BATTS Q __ ::.-_=_:::: D PROVIDED W/SPLIT KIT i i LOGATED AT LEAST 12"ABOVE GRADE. Z v a� I -a-=-I-- w FIN. 15T FLOOR_ _ _ _ I i I I _ i i _ FIN. 15T_FLOOR ELEV.+0'-0" - - -t_ _. -_ ELEV.+o'-0" 2015 I RG- 8312.2.1 ❑ w IN DWELLIN6 UNIT5,WHERE THE TOP OF THE 5111 OF AN I 10" SQUARE 186 PERMA I I bxb P.T.POST WITH I I 1 I ( OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" _ ABOVE THE FINI5HED FLOOR AND GREATER THAN 72" w I I CAST GOLUI�N #46382 Wl I I 51MP50N BG52-3/6 I I I ABOVE THE FIN15HED GRADE OR OTHER 5URFAGE BELOW 50UARE FLIT GAP d I I P05T GAP ANGHOR d I I I i I ON THE EXTERIOR OF THE BUILDING,THE OPERABLE m WALL®GARAGE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING Z z U WALL®GARAGE BASE (ORE UAL) - SIMPSO ABUbb i w BEYOND I I CORNER GO UMN TO BE I I P05T BASE(TVP- I I I I BEYOND I T 'OPENIN65 THAT WILL NOT ALLOW A 4 INGH DIAMETER Q Q I I PROVIDED SPLIT KIT I I ALL COLUMNS) I I I I ( FPI Q SPHERE TO PA55 THROUGH THE OPENING IN ITS LARGEST Vr p p co �� •FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F W T=f IOPENED POSITION. — I I I I I I I I I I 2080 p / ;;�\ - E��� I I I I I I I I I I (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION oIFf"T I I I I I I I I I I TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR BASEMENT - _ I I I I I I I ( _ _ _ _ _I _ BASEMENT OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.7 SQUARE FEET. L- - - - - - - - - - -1- - - - - - - -L - - - - - - - L - --- - ) ❑ \� ) 0 -RI CHT END ELEVATION B2-5 1/4" = 1'-0" JOB BER B UNIT 6 5 .. 2 W 016023 UNITS 6 5 (B- 2 ALT- 2 ) DUET CLUSTERSHEET NUMBER B 2 ALT 2 MAGNOLIA Z & 66 (MODEL B- 15 ) ELEVATIONS WB2 - 1 . 1 p COPYRIGHT GRCH ARCHITECTURE P'.C. 2017: ALL RIGHTS RESERVED I GL 2 HR 5EFERATION Z W -n'-2" WALL PER VL#33b LU E q 2'-0" 38'-8" 38'-b" U � I6'-0" 14'-4" 0 8'-2" 14'-b" 0 II'-2" 0 13'-0" 0r 1 C 2'-1" 5'-7" 8" 5'-T" 2'-1" I 0 u a) rn ---- I I-----------1 N o 4-d � cn 2 N CV A j ■� U CO . ----- ------ ---------- -- Y/ I I B2-5 I = N I U) 7 I Z FD1 2 o I Q w c M UNEXG V. i o_ 4 0 4 I " I 4'-8" 4'-4"M.O. 5'-4" 5'-3" 4'-4"M.O. 8'-II" 10'-0" a 8" 12'-10' " o ❑ = ti - o 4 P .5LAB W TH bxb, , i I o V c"'' 10/10 W M.OR FIB - - I M MI .3500 I GONG. i q � UNEXGAV. (' o Q I O I Q FD1 4 I I 4" P.G.SLAB WITH 6x6, I CL _ 2 10/10 W.W.M.OR FIBERME5H. I a? I I 1 FD1 8" b" MIN.3500 P51 GONG. "rn rn I FDI r---- , I I I EGRESS HD I FD 1 WINDOW 4 Z I m o O , " I O o o H 1-0 8 T-0 I o O I Q HD r m 2x12 FLOOR JOISTS 0 HD 4 - 8 • ® Ib"O.G. Q " " I `� 2"x 10' o ,n _ LAB SEAT F_ o o LAB�T i i (2)2X10 P.T. i =_-___ ___ __ l z un -17-771---- i - I 2 �L- 4"WIDE JOIST -_ HD Z •r =_ -_----==2====___- _= ry ------------------ ----- 1 Q I I --- - I SEAT.T.O.SEAT C) I Z 61b I I I EGRESS WINDOW i - i i === F01 ELEV= O1'_I�" 4 4 2"P�I FOUNDAJ,I ON WALL 5 50.ply i I I ° I J L2'P.G.FOUNDATION WALL � Ln WITI�DAMPROOFIN6 ON I I I 4 I WITH DAMPROOFIN6 ON F- M 2,_0,. i �"x 12"PGI FOOTING I i i T _= i 14'-8" q'-4" FDI 13'-2° 24"x 12'P.G.FOOTING 10" 21-0" Z ' J DIRECT VENT HEATING EQUIP. i i i i I i '- i 10"P.G.FOUNDATION I o O ❑ (� AdELIANGE CLEARANCE APPLIANCES I i I I i I ,_�I p WALL WITH DAMPROOFIN6 I 5 GO UMN DIRECT VENT E A IN6 EQUIP, Q IP �.J.� HD I v' 1 SHALL BE INSTALLED WITH THE I I I I , �I I i I O I I I I ON 20"x 10'P.G.FOOTIN6 I ( HD r--- • , ,CLEARANCES FROM UNPROTECTED I I I ON 'x 30"X I "D PG o I GOMBUSTIBLE MATERIALS A5 i i I I I i-i! I -TDA ELEV. = O'-0" �6(U .N) WITHTHEEARANGEST FR M 4 WIDE INC}IGATED ON THE APPLIANCE LABEL i , I N I I I I L ( I 1 UNPROTECTED COMBUSTIBLE ■ MATERIAL5 A5 INDICATED ON T�E J015T SEAT. �Niq AND IN THE MANUFACTURERS I I I T�f44EE ���`-'---ii� 1 �I fi � I 1 , " I ?v I I , I TOW.ELEV= 4"WIDE J015T SEAT. I i 2i i , INSTALLATION INSTRUCTIONS. i , 3 DIA STEEL GOLUMN i , I i I I �® I L JAPPLIANCE LABEL AND IN " �.� i XI ON 30 pc 30 x 12 OP PG I I I I FW-2 MANUFACTURERS INSTALLATIQQN O TOW.ELEV= (-Y-I? , N, i � i i 1 FTG N.O.N) I i i I INSTRUGTIOf{6. I ., PROVIDE FRESH AIR INTAKE 1 1 IC) I I I TO W614 EQUIP PER CODE I i i _ " ( o O PROVIDE FRESH AIR INT --- 7Z 7 1 T-b" 1 l'-b" I T'-b" T-b" I I I T-6" • _ -=--1 1_p I � � � r D TO MEGH EQUIP PER GO � � HD 1 -i I— - I i i 2x12 FLOOR JOISTS 2x12 FLOOR J01 T5 0 (, �J F_I � It F, I -L , I I i �? , / ® Ib"O.G. ® Ib'O.G. 2.-0" m V _P.O. I D.O. �Dfl:--------- -- �J�t4-Tq t/2 LOW 1 I D.Oa rt I v J A 2 1 -� 11 I J -I LVL 61RDRI ,'� 1 II I ❑ w B-5 .I J L;_ J I L;L_J_ 1 L _ J I I�� 1I — —_ —_ — BASEMENT 5LAB t� ------ ----------- r ----- --ZDA5HED =-J L� ----N r---- J BASEMENT SLAB L I 4 I I*4"P.G.5LAB(MIN.2500 PSI GONG) I u 4 � � 8 � �` P.G. IN.2500 P51 GONG) FDI I D06 MIL.POLYETHELENE VAPOR i i 8 5'_o» 1� �\� I FDI 3 c'.00b MIL. VAPOR I FD1 ( , BARRIER FILL TO q5%DENSITY FDI I � LINE INDIGATE6�, I I E TAMP d FI 0 q5%D`6IFTY— \•/ �� FIRST FLOOR WALLS o 4 p Q i • - UNF INI SHED BASEMENT u_ ��`� � - +� ___-� �?_ �� _-___ ---- I D ( I 14'-2" x 5'-D" 8'-0" 10" I 8-0 CEILING RE "PR-13)GL05ED CELL SPRAY I II$' •`� t =1� I .�� I I �\� �� — IL — UNFINI BASEMENT "' _4' `�� ® o / - TYP. BEAM POCKET �_ Z 11 in ,FOAM INSUL ALONG INSIDE , , _� �� I �+ �� , I I �� , -0 CEILING HT. F_ WRAP ENDS OF GDR r w I FACE OF FND.WALL5-RILL HT I I �� / I y 1 I y « .,I ( I 3 " 1 I (R-13)GL CELL SPRAY ��- �- I W/ALUMINUM AT 1 g I OR DRAPED BLANKET i m u- 1 I DIA STEEL I 5,�, o o I FOAM I ALONG INSIDE — i INSInATION I I III , , COLUMN ON 50"X FACE .WALLS-FULL HT L J POCKET OR PROVIDE C) p u ® I•ALL EXP05ED HOT WATER I I I I I I I 30"X 12"DP PG I ,- „ , „ OR DRAPED BLANKET 1/2" AIR 5PAGE ALL O ii N I PIPING AND/OR HEATING DUGT5 I I I I I I 3 6 T = -I-1 L J k INSULATION SIDES 0 I I I 1 1 I I I FT6 N.o.NJ 11 I TO BE INSULATED A5 PER N.Y5. I I I I I I ALL EXPOSED HOT WATER I CODE. I L----- I I I _ I 51-41' ID „ „ I " I _________ I I I v J PIPING AND HEATING DUCTS - " 2-b II 2-0" Ib 6 -------- I 5-5 __� �__� 12 x II 8 US V GDR _____ TO BEI AS PERN.YS. Q 4 WIDE J015T SEAT. -0 1 loll' ; ; `. ,' i , I r-T--T-= (.2 HER 5EPERATION U) ^ , Z Vc ./ WALL PER UL#336 F-1 2'-0" 38'-S" 38'-6" o rA 6x6 P.T.POST WITH 51MP50N T.�I - -�.Qr O r�� 0 B2-5 l0" 5QUARE HBk6 PERMA i 6x6 P.T.POST Wllli z V CL °-' 10 SQUARE HBBG DERMA E3652 316 P05T GAP ANCHOR 4 2 . CAST COLUMN#46382 Wl ' 1 Z GA5T COLUMN#46382 W/ 16'-0" 51MPSON ABU66 P05T BASE 14'-2" I 51MP5oN E3C52-3/b POST 0 SQUARE FLAT GAP d ( 1 (TYP-ALL COLUMNS) I o (OR EQUAL�T�P� ASE I GAP ANCHOR d 51MP50N F- � i AM6 P05T BASE(TYP U 5A5E (OR EQUAL) - 15'-4" 15'-O" S'-2" 14'-b" COLUMN TO BE PROVIDED II'-O" 13'-2" I 2'-O" -ALL COLUMN5) � CORNER COLUMN TO BE i W/SPLIT KIT w o N> PROVIDED W/5PLIT KIT I 1 AL16N TOP OF 4 H y ' COVERED Q 1 I (2)3016 TR (2)3016 TR �1 TRANSOMS COVERED I CD � 2.5 z_ m (2)3050 DH (2)3050 DH PORCH I I zo L- �'�`° I PORGH 1 ' I 0 a'-0"HD HT ® b'-0"HD HT I 0 w r- M T'-4" 1 7'-b" �'-6" 3'-11" 4'-5" l'-8" b'-10" 5'-b" 5'-6" x 6'-l" b'-T" cD y to (3) Ib TR E6RE55 4 ❑ U M °�°. 'r' I 1 (3) 0 DH WINDOW FW 2 1 12 FW-2 r 1 r 1 01 1/1 1 r HD L - JL - - - J HD I a DI Iq (2) Ib TR Q 0 Qolb TR i g01b TR I I DI (2) 0 DH m o iq (2)2X10 HDR r--�1 3016 N 6080 5 6L. OR W/ 6080 5L. 6 . DR W/ Iq i - _ _ _ _ I I (2) 18 51 ELI6HT5 pl 1 _„ — `, .�, (® 8'-0' HD HT ( -1 1 r — — — ,�— — — 1 m DI O 1 ® aT (2) IS" IDELI6HT5 I ' HD - - - - -- eD L - - - L - - - J - - - "' I _ - _ - ROOF TRU55 61RDE _ _ TRU55 GIRDER Iq DI I - - - - - 9 tf� (2)2X1 HDR -� - - - -- - - - Z - - Q p 1�'- HD \ / 4 II'-0"CEILING L Jr _� DI O I- -- -_ _ _ I ` 525"xll "LVL HDR - - - Iq I ' SL_ — DN '— IS',5L — — — — — -� a �` I / �' BREAKFAST — — — — — — — — — — F- ri I [ HD e I (3)2X8 HDR � \\ DI // AREA HHD = % - - - - - - - - - - J 525"x111/8'L HDR J ' 2416 TR — 525'x 117/8"ILVL HDR ;fl ..J (- - - - - - - - - m N 2452 DH r I I I OPT. FRE I'-0° I 14'-0" 1 4" 2'-0" 4'-2" 3'-0" 14'-0" b" I- �) "' fn ® 8'-0"HD HT I 1 21 "G I II'-0" SOFFIT AND NG B I 21 'G 4 � I 2816 TR® 0 u' I I D1 I I I 1 Fw-2 I I I I 2852 DH q L- --J I I I I I I D1 L J e'-0'�HT. cv I I I WC ( 13'-0' Y CEILING I I �. o w0 Ln I 60"VANITY W/ © I MA5TER EDROOM I � I r F- C'11'� ir PRE-FAB I a 12'-O"STEP GEIL I OPT.TUB 12" I 3 II PRE- Z (D W OUT TUB I 1 I I I Ilb' EILIN6 QjiFIREPLACE I MA5TER 11'-0"GEIL }° I i I L_—J6REA ROOM FIRED cE ❑ LIVING] ROOM BEDROOM MASTER NNNNNNNI BATH 11',)oCEILING TEMP GL DRS 15'10" 4" I4'-o" 4" 1'-l0" I I 00 00 K TGHEN I TEMP 6 DRS ENERGY I ( I I I 1 ( I RA15M HEARTH 1. ENERGY CODE STANDARD: PRESCRIPTIVE: PATH AND ALL SECTIONS OF RAISED HEARTH I I I TEMP.61-A55 • ENERGY CODE AS THEY APPLY TO ENERGY COD AR BON FO OW 4' q'-3" 4'-0" q" VN 2X4 KNEE® 2. ALL CON UC N LL OMPL WITH THE 2015 INTERNATIONAL ENERGY A 2416 TR L — — — — — — — — — — — J 36 HIGH 1^V GAP 8"x 4" PAN 1' 0 /5'-0" 4 5'-O" 4' 3`�4" 4" 6'-6" 4 Ib'-4" � b" CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION N 2452 DH F- -7 - W SHALL BE PERMITTED TO DETERMINE A14 ENERGY EFFICIENCY PROGRAM TO B-5 ® V-0"HD HT I 1 Q GATHEOf AL GEIL I b�� " lU8 2816 TR® 4 w EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. I I 9R 6REATI ROOM — — — — ti -_ — — — `r N I I 2852 DHcli o 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER' AND L- J I - - - - �6 ti`0�� L J 8'-0"HD HT m ( �] POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. I c 5e �•/ CERTIFICATE SHALL COMPLY WITH IRC N1101.14. I 1 0 e� 10' 'CEILING 12 ❑ W O 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND ( d? I I 15D® `tib " Sp® a� $sem 10'-0"CEILING 4" -0" " 4'-2" ° 'T 22x30 ATTIC m rwiGL ICL e°� , Di INSULATED TO LEVEL EQUIVALENT TO 111E INSULATION ON THE SURROUNDING I I AGGE55 HATCH I E. LIN. PANT. m SURFACES. 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE r--7 SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE � 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY (2)3016 TR 1 1 I ?�'8 D B ��c9 4" 2,-0„4" 4" D b' 4" 1 SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE (2)3052 I (- - W "' L- -) I (3)2816 TR " I I , II-0 CEILING 15' ®8-0 HD HT o q1-ON GEIL q-0 GEIL q-0 GEIL X ° ° 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED DINING IAREA I I DINING AREA -' I I I (3)2852 DH WIGL L WILL J WILL g�O`T-ATTI'(,TO - 8'-0'HDHT zHAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL �BE CONDUCTED EKY AN APPROVED THIRD PARTY. 21-b" 1 14' " 4" 4'-2" 4" 6'-6" ° 5-4 4" 5'-b" 4" CH I I (2)2668 = I l0"5QUARE H546 W 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO q'-0"GEIL ® x L J A MINIMUM OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS bxb P.T.P05T WITH I I 1 10'-0"CEILING ? 5D �� `�? SD® BIFOLD d? �- DERMA CAST COLUMN D 51MP5oN 0 5 WITH T H �_ Iq 1 48x34 LAUNDRY �© MASTER �s8 e '" b� DOORS '" I #`+6382 W/SQUARE v LESS THAN 3' IN DIAMETER. SD® b I FLAT GAP 4 BASE o 00 1z P05T GAP ANCHOR 4 2'-0" DI I o AN BATHROOM � 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE 51MP50N ABUbb NOTE 'V: � ON 4R 21 G (3)2X6 I (OR EQUAL) - /�� P05T L I CORNER COLUMN TO SEALED. P05T BASE( m- I m ON I'-0" " Y - DI HD 3 I/2'x 117/8"LOW LVL HDR 14R 0 " " m IO-4" 4 3'-4 3-l0' 4" 4 BE PROVIDED W/ 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR ALL�LUSJ _ e — — — — — -- LEAKAGE BY AN APPROVED THIRD PARTY. o ' -6" 2'-0" - - - - - - - - - `rp'P'o HD SPLIT KIT 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. a 10AECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F OVERED 12'-0'GEIL q'-0"GEIL M 10 "x o _O 8'-O" D � 7 DEGREES OR <55F DEGREES SHALL BE: INSULATED _ 30e0 EXT D2 FOYER SO Q �8 B TH © 6 (R-20 BAITS q TRE SHIM PAN x q'-0"50. II GOVEKED Iq zr PORCH ;>C14 WITH R-3 MINIMUM. 51DELICHTS " 1 6' - IPORGH11� I-2 3'-4" l'-8" 4 3'-2" 5 4'-T" L4- 13'-3" I-0 1 :o � I `° � � " � I �- DI l0 6 TR II-0 GEILIN6 e I I I iDJ � � - n ti 00 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE TEMP. GLASS 11 4)2x6 POST .fl � 3080 EXT IN5UL OR '�' M o r m IRC/IMC 1 _ 2868 IN5UL DR- PTH ON 2X4 I 2868 IN5ULI R- FOYER r= I I W/(2) 12 o cv N ri M m 45 MIN.FI 5_4 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD I HD 45 MIN.FIRE KNEE WALL II RATED W/ 5I0ELI6HT5 CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PART( HERS e - x II U8 LOW LVL HDR v- RATED W/SELF 11 CLOSING 1 ICE " CLOSING DEVICE I I I b 3'_4" 4" 10'-0" RATER. 12 SQUARE HBdC 111 1 �6 GL 1 (4)2x6 T HD 51MP50N BG52-3/6 P05T - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES PERMA GA5T I I 68 N I I G02ITT - 1311GHTING 6x6 P.T.POST WITH MUST HAVE HIGH-EFFICIENCY LAMPS. FLAT GAP BASE 1'-2" 13'-4' DI 6-4" 1 4" -O" 4" b'(R-20 BATT5 _ _ I L_ WX55 GIRDER _ _ _ _ _ _ _ - - GAP ANCHOR 4 51MP50N e. vTWO GAR GARAGE >i I I' co MALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MET THE IRC _ 4068 BI-PA55 ABU66 POST BASE(TYP Z z CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND (OR EQUAL) r 7 ® *4'P.G.5LA13(MIN.3500 P51 CONCJ I I v co g INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE CORNER COLUMN TO I I I SD REINFORCED WITH bxb 10/10 W.W.M. I I I ® L V WC o iq ALL COLUMNS)m n. g BE PROVIDED W/ I ® � *SLOPE GARAGE SLAB DOWN 2' I TWO GAR GAJI SD m z z z o z z co N RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE 5PLIT KIT L——J Q ® TOWARDS GARAGE DOOR 1 I *4'PG.SLAB(MIN.3500 P51 J GL `� © DI Q g DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE I I — *j'TYPE'X"GYP BD ON 6ARA6E I I REINFORCED WITH bxb,10/10 6" 3'-4" 4" � 4'-6'� 4' `� EF S'-b" 3030 AWN :fl w 5 ° g MECHANICAL, AIR CONDITIONING, VENTILMON, HEATING SYSTEMS (NEW, I I �[ o0 0 WALLS 4 GEILIN6 *`.SLOPE 6ARA6E SLAB DONAI Q � w `� � EXISTING OR UPGRADED) STAMPED BY.A PROFESSIONAL ENGINEER IF °Z 10'- "GEIL �z *"TYPE'X'GYP BD ON INT OF LIVING 1 I p TOKWO5 6ARA6E DOOR I 1 p�o� 10'-0'GEILIN6 0 8'-0"HD HT m w w m c V 3010 TR N - ' REQUIRED EIY THE OWNER OR BUILDING DEPARTMENT. ® 8'-0"HD HT I 1 KI GHEN I SPACE COMMON WALLS TO 6ARA6E 5 III p � TYPE X GYP BD ON 6ARA� BATH #2 �`+ WALL5 4 CEILING d m o 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC 3030 65MT L- -JI 10'-0"GEIL _2 I I * .TYPE. I c\ 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED I DEW BEDROOM #2 I I SAGE COMMON WALLS TO 6A ICE �� �r HD N TO COMPLY WITH THIS CODE I I1 Iu- ® 111 6 q'-8" -6" 8'-10" b IS'-2" 1-O 1 , 3 1 5D 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR I- I Iq EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH I i N II:` GL. B SECTION N1103 CONTROL SYSTEMS. 1 11.1 x I cN LN DI `r 62-5 cmv 4 I I Iq 1 N 111: -21)BATT5 Z 17AI EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND = 12 — — _ _ _ �E 20 I I Im II'-0"GEIL NG 8 w INSULATED IN ACCORDANCE WITH TABLE: R402.4.1.1. APPLY A FRESH BEAD DI I 6" " 6" DI DI I I DORMER WALL5�I` a� .o aCD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO r III-0 8-10 I 1 ABOVE I1 I 111 BEDROOM #2 0 O m INSTALLING INTERIOR GYPSUM WALL BOARD. I I I O 20 16070 OH DR `fl 1 1 " `� w w I l8'-0" 11 DI b I2'-0" b.. 2�., o w ^ - v ui 0)2810 TR L J I GA GEIL HD 5 1/4'x I6'LVL HDR = I 1 I m p V-O"HD HT I r l BREAKF 5T AREA (2)2X10 HDR 4 4 I 11 I �, 16070 OH DR I E I I Z 2015 IRG- 62421.8 (503.8) (3)2850 DH I I I i C7 - - - - - - - - - - - - - - () VENTING 5Y5TEM TERMINATION LOCATION: I 1 0 I F -I F - - - -1 HD F/2I F I HD � 5 I/4"x I6"LVL HDR � _Hp r' � W 11 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF oo L J `I-'I - I 12 L - - J L - - - J DI DI D/21 D/21 O 10,000 BTU PER HOUR C3KW)OR LE55 SHALL BE LOCATED AT LEAST — 6"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN I I � b" I1'� pI 6" 4'-5" 4'-II" I6'-0"R.D. DI � ❑ APPLIANCE WITH AN INPUT OVER 10,090 BTU PER HOUR BUT NOT � OVER 50,000 BTU PER HOUR 5HALL 13E INSTALLED WITH A q INCH u' B I I 1 1 u; (2)3010 TR B 1._O" DI 2 I 'n (2)2X10 HDR = VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT B-5 L J I ®8'-0"HD HT g-5 u, w U a e F OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT —. (2)3050 OH FW-2 HD J f - - - -�F - - - -1 ;fl HD F r (3)2X8HDR ;fl z m TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMIN4L AND 1 L - - (2) Ib TlZ - J _ Cd THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE 6RADE. - - - - H- - - - - - L - - JL - - JL- - - J _I`Ir^ la 4" Ia ® 8-O HD Hr Iq o o w Iq DI FW A (3)2810 TR DI DI ... ....... S................................ 2015 IRG- R312.2.1 Di ® 8'-D"HD 62-5 1-0" w b'-O" (3)2850 DH b'-0" 1'-8" I6'-0"R.D. b'-b" b'-6" U IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN OPERABLE C? WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FIN15FED cti� =� FLOOR AND GREATER THAN l2'ABOVE THE FIN15HED GRADE OR 12'-O" 11'-4" I S'-b" 18'-S" 13'-0" 21-60 2'-6" 2'-O" r G OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE 2" W OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: *OPENIN65 THAT WILL NOT ALLOW A.4 INCH DIAMETER 5PHERE TO 40'-0" 38'-6" PASS THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. *FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 20110 UNIT 6 6 ( ITPORCH). FLOOR PLAN UNIT 6 5 FLOOR PLAN .�CrHE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO : RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY J` 1/4"=1'-0" IB-2 " "' L. ...,....'. ...........: OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE MODEL B (JUNIPER) LIVING AREA= 1,5aa SQ. FT. 2 HR SEPERATION (MAGNOLIA) 1�4 =1 -o LIVING AREA= 1,5gg SQ. FT. JO NUMBER — WINDOW UNIT TO LE55 THAN 5.1 5GUARE FEET. GARAGE AREA= 380 50. FT. WA L PER UL#336 GARAGE AREA= 31150. FT. " COVERED PORCH AREA= 24150. FT. GOVERED PORCH AREA= 250 50. FT. 2016023 NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE -� EF =EXHAUST FAN: GENERAL CONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THESE rn SHEET NUMBER AND TWO-FAMILY DWELLINGS,TOWNHOUSES STAIR MANUFACTURER TO MULTIPLE LVL GIRDER GONNEGTIONS: 50 CFM INTERMITTENT OR NOTE "y°; GON5TRU6TION DOCUMENTS UPON RECEIPT FROM ARGHITEGT AND UNIT 6 6 UNIT 6 5 DUET CLUSTER Q NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DE516N STAIRS TO MEET ALL © 20 GFM CONTINUOUS *ALL ORYER5 TO BE VENTED = ALL WINDOWS SHALL BE TRU55E5 W/ 12" MIN. HEEL BUILDINGS(CONDOS 4 Co-OPS)AND UNITS APPLICABLE GOOE5 AND TO FOR ALL MULTIPLE LVL 61RDER5, LAG BOLT TO OUT5IDE AIR PER CODE REPORT ANY AND ALL 015GREPANGIE5 INGLUDIN6 ANY DIMEN51ONAL n- �� OFFERED FOR SALE IN THE IMMEDIATE FORT ANY DISGREPENGIES TOGETHER >^v I/2" BOLTS ® 2'-0" O.G. 2" MIN Got CARBON MONOXIDE *ALL WASHER TO BE PRIOR TO IMMEDIAT ON TO ARCHITECT FOR CORRECTIVE MEASURES BB 2 ALT- 2 ). FLOOR PLA ZANDERSEN 200 SERIES HEIGHTS (U.O.N.) 24 O.G. Q= TEMPERED AD ICATI N. TO THE ® (MODEL ( _ N to DESIGNED BY TRU55 ENGINEER GLAZING VIGINIT(of E3EDROOMS,ON THE LOY�ST ARGHITEGT PRIOR TO STAIR FROM TOP � BOTTOM, $ MIN. 4" FROM ENDS DETECTOR E'ROVIDED WITH DRAIN PANS PRIOR TO GONSTiZUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL � FLOOR LEVEL CONTAINING BEPROOM5. B2 � 3 FABRICATION. ®SD `SMOKE DETECTOR BE CALCULATED AND NEVER 5GALED UNLE55 OTHEM15E NOTED. o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: 6x6 P.T.P05T WITH I6-2"GABLE WIDTH fn IN5TALL ICE 8 WATER 5HIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO 18'-0"GABLE WIDTH 51MP50N 8652-3/6 P05T z MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED GAP ANCHOR d 51MP50N w PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. ° ABUbb P05T LB �) j ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING — — — — — U APPLY ICE d WATER SHIELD IN FAIR HEATHER WHEN THE AIR,ROOF DECK OTE. LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN r�- �__ _ 3 G►RDER_ - _- -�_ --�I q _ _ _ _ _ O '� () t5 PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING I � - - - - - -I- -�- I 62-5 ) P.�61 — D Q- p U 8_ AVMEMBRANE ARE AT TEMPERATURE5 OF 40°F(50G) OR HIGHER. CODE. I I I I 1 I Z � � cry II'-0" PL HT. I II'-0Oil PL HT. O L_ :; I PRE-ENGINEERED ROOF I I 2 HR SEPERATION I I I I I- � = � ti TRI65B PER TRUSS Mqi� 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE I I I U r-�I U > STRESS DESIGN: I I�I ISI I 5�vErAlii/ w I NOTE: I'_ON 1 a I� a I I'-o" o 0 D (EQUATION 16-8) - I9 I ROOF TRU55 DE516NER TO OH. �I I I ( OH. � y N} 5IMPWN STRONG-TIE D + L (EQUATION 16-9) I Imo) I II'-0"PL HT. ADJUST HEEL HEIGHT FOR I No NRN I Z v °:Z - � 5 �� Mr5 STRAPPING(LENGTHS VARY) D + S (EQUATION 16-10) I L I I�I I + 12"HEEL HT. ROOFS TO BE FLUSH �I ( I 0 Q w CONTINUOU5 WALL 5FEATHIN6 TO D + .6W (EQUATION 16-12) TOP of TRu55 HEEL ED D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) '�I ICN N I I'-0" PL HT. IN I `�' I NI I�I ❑ L) ti HEEL HEIGHT VARIES-5�TRU55 DRAWINGS FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = + 12" HEEL HT. I � NO "R" `�''' ( II'-0" PL HT. Q o I� IN M ., ��,�HEEL SI S LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL I'-0" ' ( w I I i I 0. VERIFY HEEL I (� BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 0 HEIGHTS (` a 12 O z 12 I I ALIGN FA5CIA5 1 AL16N FA5GIA5 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN I ' ( a 1 Cl I ( II'-0o" PL HT. B-4 EXPOSURE CATEGORY B. 1 I i N i i ( + 12" HEEL HT Q o �o NO "R" 1 12YARIE5 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I ' I = �/ _ - _ FOLLOWING DESIGN LOADS: I I I - - - - - - - - - - I - - �_ __ _ - - ° %///%/// / // _ - - -RooF TRU55 GIRDER _ _ ROOF Tw155 GIRDER _ I Z \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND I I // j/j / j/j/j/ , O LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD I 4 _ ~ _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15J- - - I-= _ _ _ _ _ _ _ - -_-I I Iz kill, - ,/.�/ ///' j U GUTTER PSF, BCLL=IOPSF, - -�� _ _ _ _ _ ��- - I � AND BCDL = 10 PSF. PROVIDE I r - I I I I /j j j j j /. — 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE — U) NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. I I 1 0 / %/ //j// j q 12 Z 8"FASCIA BD E31-4 I I / / %/ // /// - // //( /// // I UO TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD12 DEFLECTION OF THE LESSER OF L/360 OR .75'. -�� I 1 ///j/// /j j/ o q p / . � I17 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO - I ,�Q I I I %/. /j/ / I ss I O m VENTED VINYL SOFFIT ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR r - I 1 ////// /// // �(- :: TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL I I // // Y GEIL. I .BEARING Z I // T/ ////// K� L BELOW ❑ INCLUDE THE FOLLOWING INFORMATION: b„ I ( ROOF VENTS I I I I //j}/ / ;j j j j///� 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. I I( I FLUSH b" ;.14 rNINNINNII 2. LOCATION OF ALL JOINTS. OR I IN I I OH. (� � 3. REQUIRED BEARING WIDTHS. I I i I( ( I I I I //j�///,;✓ I! /j//j / ( I o I I L ' ® ( LEADER TO DRYWELL- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. - I I ❑ ( ❑ I ❑ I I ,// // j//j j/ r I I�� �f 4.4. BOTTOM CHORD DEAD LOAD. - I I I I I - /j///j — — — — N I H 4.5. CONCENTRATED LOADS AND THEIR POINTS OF I I jj7T,' ////j// - FLUSH ROOFS, O ., APPLICATION. I I I I I I /j//.iC ///j//j/� HATCHED AREA INDIGATES a 4.6. CONTROLLING WIND LOADS. I I I I I ;}�/j //Ji ///j j/ LOCATION OF FIRE RATED ROOF \ W w 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR A I I I / / d WALL 5HEATHIN6,4-O FROM— DETAIL I / // I I _� E."_, DESIGN VALUES FOR CONDITIONS OF USE. g_5 III I I I I I I O � - / � / //j \Q p 6. EACH REACTION FORCE AND DIRECTION. I I L �- 7. JOINT CONNECTOR TYPE AND DESCRIPTION E.G. SIZE 1 11 , 11-0 PL HT. I I / ❑ w NOT TO SCALETHICKNESS OR GAGE) AND THE DIMENSIONED LOCATION + 12" HEEL HT. 1 I 2 -4 OF EACH JOINT CONNECTOR EXCEPT WHERE 1 N , ,/ / / / — — SYMMETRICALLY it I I NOTE R I / // / . / / I Q TRU55 ID6E LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 I I I I / / / / VENT NOTE- I / ,Nd 4N INSTALL HALF OF a GA MIN THICKNESS GRADE A GALVANIZED STEEL I I I / O r�' / / U FASTENERS® EACH oho PLATES. III 12 1 C J L_ - // / / / M55 RIDGE W/ NT (� END OF STRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH I q f I- / // / / /, —_— I 12 F- MEMBER. II I �/ // / /� I I �� / / / , — —I a 9. CONNECTION REQUIREMENTS FOR TRUSS TO I j/ / � l` vi GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD ALIGN FA5GIA5 I I ROOF VENTS I I I I I I � t // // PL HT F- 111-0" U SPLICES. / / / — — — 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. I I-0�� PL HT. 11 I I // /// U w + 12 HEEL HT. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS ° MEMBERS. � I - - - z '/ / // //� U ° ° I f� _ L _ _ _ _ _ J _ -// // / /// // CARRY ICE a WATER 5H1 O 12. REQUIRED PERMANENT TRUSS MEMBER BRACING st, "sr> I '�/ / /// / s LOCATIONS. I I ❑ / / / ° ��r` r- r- r• r r r- � r- r- r- r , �/ / // , FOR MIN OF 3'-0"ALL I'-O" p I I // /i� /// //� DIREGTION51� 'd (3) 2X6 P05T OR o * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH I I I // ///j /j OF METAL d HALT ROOFING -1 Gs� - - - � - - - - - �-=_ �� I I 1 LU5A / / / / -- - - ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND j//j/ / I I - - // /� / /// 1�VI d WATER SHIELD 1� sn�oNs�-r� MANUFACTURE OF METAL-PLATE-CONNECTED WOOD II_0„ I 1 d` L � � � L L L t_ I- � I- y/ „� — — - - - - -��� // / — s— — — — s5i TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS OH. I IGSS N� I i _ - - - - - - - - - - - /iy' � /j / ON ENTIRE D RqL GOOF FOR jI F 1410d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY F I // /./ / // — , (TOTAL.) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF / / 12 NEW YORK. I 1 I 12 III \ I I '/// /� / R�-Bl * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, $ I cvco I �Q II / I I ,/////// , //////// ,� I I ►- M o OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND - / / / t- ¢ cy N N ri h N O o I � 2 � 1 / USE IN COMBINATION ONLY DETAIL ► RIDGES ALIGN AS SHOWN ON ELEVATIONS AND S ECTIONS. � 12 I a / * I I L -= - - WHEN 5TUD5 RWRAFrj TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH I 1 1,1,4 NI ( 5T IN6 SEAM THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT =L - - - - - - - - // // // : : ' DO NOT ALIGN NOT TO SCALE - WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING F- F- r /j///// j/ ////' P`L ROOF I / I - B2 4 bxb P.T.POST ASSEMBLY TO INSURE TIGHT FITTING JOINTS. / I , � `<: ;:: � WITH SIMPSON * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER I ( L / / j// / /// // ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. 1 I I 1 I L - _ -� �� /j j//ji /,/ �-� OF " �I- R - - - - — - - - _ _ IRVERJ I- _ _ BG52-3/b co I I I I I I I / ss / � /// // — ❑-t POST GAP z z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND 1'-0" PL HT. 4 0 ( - // j/ // //' — o T — ANCHOR d g I s / / a � �I 1 / / I 1 / / 51MP50N a I S. E CONTRALTO I / / � ui F ERECTING THE TRUSSES. THE R o cn m METHODS 0 12 HEEL HT. I / // / / / C v, N / �j / / z z O ( C z / z z / / 1 / / z I I / ABU66 POST AT ADEQUATE RACING HAS BEEN / SHALL ENSURE TH AD U BRACING / o o I- O w LJ � I F / /I 1 N J I I - - H i i 10 / g BASE cn � f'T1'P � DESIGNED AND INSTALLED TO PREVENT ROTATION AND � - JI // // j/ / I � OH. � / w ® / / ALL COLUMNS) cl ch N VIDE LATERAL STABILITY IN ACCORDANCE WITH / W PRO r� / / / I / / /I' m w W w 05 a6 v II / TRY PRACTICE SUCH AS THE SBCA ACCEPTED INDUS PRA I � 51DEWALL ABOVE BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE II J( I I I- S „ LOWER ROOF TO GOOD PRACTICE FOR HANDLING INSTALLING & I z /// / / / / N 12 II-0 PL HT. N o / _ � J i / / J / I I � / BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. _ * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS I I I I / /// / / r. — _ OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN I I // 2 HR FIREWALL BELOW ROOF I + NOTE: INTERSECTING ROOFS `, ## CARRY TO UNDER5IDE OF ON TRUSS DRAWINGS. ( I I I I I I '///�////,I' //// /� Irk: .;. OTE"R" .�' o WEAVE ROOF SHINGLES AT I I I HIGHEST ROOF SHEATHING - * 1 X. I I g TRUSS MEMBERS SHALL NOT BE CUT NOTCHED, INTER5ECTION OVER ICE SHIELD "I I Np DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY I I I I 1 /%//j . / /j/ j% : ` ? I'-o" II'-0" PL HT. g2-5 Z MEMBRANE CARRY MEMBRANE MIN. 24 I WITHOUT THE APPROVAL OF A REGISTERED DESIGN I I I I ( / / I I I I OR W OUT IN ALL DIRECTIONS OF I I I I PROFESSIONAL. I r -�- -�- - - - - - -�---1- V // // /t // // 12 12 0 N / / { I w INTERSECTION I I I IL * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS I NOT „�„ I l/ ,/// // / O m AND METHODS OF ERECTING THE TRUSSES. THE II Z W w I / -y CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY III // ✓ / Y `_ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1�/ / /' w w 12 / / < I I WJ I - - - - � / ►- W w Lu<c BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE II� I� I- �� I a / a W-� / / u p 12 / / I INSTILLATION OF THE TRUSSES. 10-O P HT. i _ / / / `: I ` b cx v 0 �fl CL L - - ROOF TRU55 + 12” HEEL HT. a I I '° o , // // // %/OH ,:, - OH L HT. // ABOVE FLOOR _ I I � // /�� — — � � � Loo - - - - - N I I III r -I = _ _ _ / I cn Q q I III I I �- - --- - 200„ / _ _ — ( w O HIP RAFTER, III N I /// / / �� Q NO 'R" 51MP50N HGP HIP 5EE PLAN I 4 I -0 PIL HT. // // N I OH. ❑ I I CORNER TIE NO R I I - ° + 12" HEEL HT I I I 2'-0" III N " 1 2'-0" 13'-8"DORMER PL HT I I N PIL HT. _ 10'-0" PL HT. fij 1 51DEWALL ABOVE LOWER �„ B oH. I 12 I I oH. g 9'-0" FRONT 6ARACf ABOVE 15T FLOOR I'-0" — q + 12" HER HT. WALL PL HT.ABOVE I OH. 0 0 ROOF B-5 � I B-5 1= C ( I FIRST FLOOR I FALSE DORMER TO BE s' a II'-0" PL HT. m o L L _ _ - _ _ __ _ J J I BUILT OVER LOWER ROOF z 10'-0" PL HT. 4 ° ° C9 o o co + 12" HEEL HT. 3 5EE DORMER PLAN AT—�1 5'-2" 5'-4" 4'-10" I q'-0" ........................... .... ......... U ° e 6ABLE END DETAIL W EXTERIOR WALL UNIT 66 ( 15 ' PORCH) I UNIT 6 5 _ vr ! ROOF WEAVE DETAIL 4WALL PER UL#336 3 AREA OP ONE ROOF v 5EE DETAIL I/FW-2 q �\ TOP PLATE HIP BUILT OVER ANOTHER MODEL B (JUNIPER) B-2 ALT-2 (MAGNOLIA) DETAIL NOT TO SCALE 62-5 B 2 -4 GONNGTI ON 2 .41 { ....... . ........ OB�NUMBER" GUTTERS $ LEADERS INSTALL ICE AND NOTE R: OOF w 2016023 ALL GUTTERS LEADERS SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5. PRE-ENGINEERED R UNIT 66. UNIT 65 DUET CLUSTERWATER SHIELD PER II ROOF PLAN = SHEET NUMBER MIN. GAUGE GUTTERS SHALL BE 5" SEAMLESS 0.63. W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRUSSES W/ 12 MIN. HEEL Q MANUFACTURE'S ROOF TRU55E5 ® 24 O.G. HEI6HT5 (U.O.N.) @ 24 O.G. IZ RELATED 4 REQUIRED ACCESSORIES. LEADERS SHALL BE MIN. ROOF TRUSSES ® 24" O.G. MAINT5PEGIAIN IGATIONS TO DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4 =1 -0 (MODEL B- 15 ) (B- 2 ALT- 2 ) ROOF PLAN a- 2"x3", .027" 6AU6E W/ GLIP5 $ ANGHOR5. CAULK f 5EAL ALL MAINTAIN PRODUCT DE516NED BY TRU55 ENGINEER JOINTS. PITCH 6UTTER5 MIN. 1/&"/FT. PROVIDE P.V.G. REGEPTORS ENGINEER 0 8" ABOVE GRADE TO RECEIVE LEADERS (CL05ED GAP DE516N). WARRANTY w B2 � 4p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I CODE SECTION 106b-EXCEPTION 4: 48 MIN 48"MIN (A DESIGN No. U336 FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 Z w SHEATHING IF FIRE RETARDANT TREATED CODE SECTION 106b-EXGEPTION 4: SECURE ROOF SHEATHING TO G-RUNNER TRACK i"�1 WALL RATING - 2 HR. SHEATHING 15 INSTALLED FOR A DISTANCE OF FIREKALL5 MAY of Rood INTERMINATE AT �� E 2"C-RUNNER JOINTTRAGO"-CAULK FOR OPTION#1 0 SMOKE TIGHT JOINT OVER FINISH RATING - �2O MIN. 4-0ON BOTH SIDES OF FIREWALL SHEATHING PROVIDED THE Roof= OPTION#2 O° �� V 16 4bIS METAL EDGE FLASHING � STC RATING - 61 (SEE ITEM 7) " 4b" PROTECTED WITH 5/S"TYPE "x11 GYPSUM BOARD DIRECTLY BENEATH SECURE WALL SHEATHING TD V 0.. THE UNDERSIDE OF ROOF 5HEATHIN6 G-RUNNER TRACK TYPICAL ROOFING ZO ^ , ? -� AND 15 SUPPORTED BY 2"LED6ER5 ROOF TRU55 P L_ v U -EX X A EXF X ATTACHED TO THE SIDES OF ROOF U •+-' a� 05 FRAMING FOR A MINIMUM OF RAKE BOARD-TVP = N o DISTANCE OF 4'-0'ON BOTH SIDES ;? o N — w Z_ 5 € 2' H STUD TRACK OPTION #2 OF FIREWALL.ALLOW NO OPENINGS IN TYPICAL SIDING __T ,�____ _ __T G7 U m 5 � `^ G U K FOR SMOKE TI H ROOF WITHIN 4-0 OF FIREWALL x x Z f'� _ ��, ,� r-'"• J I T OVER EACH SIDE.MINIMUM GLASS B ROOF L 'I L O Q W c Cl) i' .2 ,�',, ,.....,�___-,.. �':� ';�':•• .. ......••-•---.....---------- - 2 TUDS GONTINJED TO IDE ROOF ®24"O.G. SHINGLE TO BE INSTALLED HIDDEN METAL FLASHING: U _ . ,. .. 12 VERTICALLY d 12 HORIZONTALLY - i [� __.—..x.YY. ,.. .. .....,..__...,.�... ............•..•,�.........Y..�, __�-_.._.........._.;..-T-- -�--..»,.... ....,wY.,,..,•.......,........,•..• OF 5HEATHIN6 00 U uF dw ,.L�.,.____i -........_ ��w:: :..,.: .__... . , ,.... ..... «. : ,;•` ... ....._--_- -,-.. .... X. OPTION#1 2x4 LED6ER5 CD .. ,Iti_,� ,. •I s n,� �� 1 };•.; x -� _ I" Al SPACE EA. SID OPT.#2(TVP) M ys !n F �.J '� '° °� £v .• �-`�'.. ...r„�•� +'.^'`� z_ 2"X2°X 'LONG a ^:� i, ? _�• _,��_ .,�•;:;:�'•:'„ s OPTION#2 2 .063 U56 ALUMINUM INSTALL 'TREATED PLYWOOD 51fT6 BREAKAWAY CLIPS i.,..-_.....-.... r'' " � ' ; 1!'y i c '3- GYP. BD. OR MINERAL LE55 THAN 30"BELOW HI6FfER ROOF SECURE ROOF OR 5 � 3 �``-'' ? WOOL FIRE BLOGKI 5HEATHING TO TRU TYPICAL ROOFING 'ON�'IGI RATION A 3 1/2" (R-13) BATT ASW CLIPS OR U�o3 U60 ---------��--------_ D63 u56 ALUMINUM z ALUM ANGLE CLIPS xj, �x x� BREAKAWAY CLIPS O 5171)T(:��'t�?����Rt:A 4��'Ahtj%�.iL�N-��',��,.�.:SME�tN�.�' 1" AIR SPACE � � � � _.._..._._ _._.... .. .... _ ..._._ DOUBLE 11-5TUD TRACK 1"AIR 5PAGE I'AIR SPACE U 5GREWED BACK TO BACK ; W t f (?�PIECES 6.P.T TK�I'F 6FUARD 1/2'6YP.EV ((j ' - 1 ' �' DOUBLE H-STUD TRACK SCREWED FILL I" CAVITY AT FLOORS AND TYPE X 5HAFTLINER, '� �� F3 '• E. FIN15H ON BOTH YY w�.Y ' w»w�....._-.»•._.w�..YY.wY. w,3 w�,,wwp wY. �,!` ���� ,,w ,,., ,YN....,,,,, ......�. ....,...� BACK TO BACK GEILIN6 R GYP.BOARD OR MINERAL BOARDS W/FIRE F Z r ; �- _ SIDES AND EDGES O rr w �_—Y ..r :�.T_ ...... ..........,,,.,._.—..—... .. '_ WOOL FIRE BLOCKING U - �'::'�.. j 1" AIR SPACE :::::.: f....:::::::::::::."::::::.: 4 ....... .::._..-,° ;: ':;.... _ .a :::::.'_ _'- ......... , ..._ (2) PIECES G.P. TOUGHROGK I" 2" H-5TUD TRAGK Ln . _.: ._�................ . ...N_Y...•. _� - =... " . .::�-_.......:.. ..::::::...._: :�:...... FIREGUARD TYPE "X" 5HAFTLINER, O Cn -.i i. ,. -- .,;;Y. ......... __. }_i ..�_............ ,........----- • . � ;:...__........_ W WATER PROOF BOARDS W/ 2x4 P.T.FILL PLATE "� r:., �, ,���_,�,• ;;�. FIBER6LA55 FIN15H ON BOTH 51DE5 El Z { :` £ , ..y •---........". ,`''`� i AND EDGES F I RST FLOOR ............. d............... . 1.. axkk....�rt..... �, 4l � •• ♦ � 111 .� ..... ?.......---.._... 7r 'i AIR ,� Cl "L"r :� 1, rr ti •`r r ,1 " T46 0515 {� I -; SUBFLOOR-6LUED d t.4 SCREWED - RUN , RIM JOIST PER FLR JOIST MANUF. OPTION#I 1� , CODE SECTION 10bb-EXCEPTION 4: r =' �' ROOF TRUES CONTINUOU5 BETWEEN e J015T5 PER PLAN FILL I CAVITY AT FLOORS AND GEILIN6 W/ FIREWALL MAY TERMINATE AT r�.f: � JURA+ -Ti1 PLATE5 AT EXTERIOR ;- GYP.BOARD OR MINERAL WOOL FIRE CONFIGURATION UNDER51DE ROOF SHEATHING IF FIRE `M ( ) RETARDANT TREATED 5HEATHIN6 15 O WALL y 2 2x4 P.T.51LL PLATE BLOGKING 063 U56 ALUMINUM I-,%,It(TSFE}Ti:.) !`:•IM, FROM f4THER»SW _ "'t: BREAKAWAY CLIPS 4 •_...... ..a.......r..,m ....................w........ ..^_. .. . rn....• ._.: INSTALLED FOR A DISTANCE OF '-0" � •+ ON BOTH SIDES OF FIREWALL � W �,4.• :3,411 (R-13)CLOSED CELL SPRAY FOAM INSUL "' "� ANCHOR BOLTS (14" LONG + ALONG INSIDE FADE OF END.WALLS-FULL HT e '- j- 3" HOOK,8" MIN EMBEDMENT) OR w AIR �ii'/'iC"F ..,ori ;....,. r'� SI'�iC E. ........„...r F ;.. i •,. ,.....- A lit $PAC:E e OPTION#2 � .. - c r; = _ OR DRAPED BLANKET INSULATION 4; :, 3n11x14n m �5 WASHER PL �G24 O/� 11 WOE MAY TERMINATE AT IIINDER5IDE OF ROOF ---”- - NON RATED SHEATHING PROVIDED THE ROOF 15 PROTECTED WITH :�.:Es ° r��r " ❑ (U#4 HORIZ.REBAR ;..,r 5/8 TYPE X 6YP5UM BOARD DIRECTLY BENEATH THE UNDERSIDE ) BASEMENT 2 HR FIREWALL SEPERATION DETAIL (`4B 2 w O ' S-,.� I'�"' t �` t.`t4 !> �f�t i j f i. 1 � (1 #4 HORIZ.REBAR® MID .wY;;. • tEy 1 ,4 ' I ` t ; �l OF ROOF SHEATHING AND 15 SUPPORTED Y I f,; t, l :t i w,..�; ';' ..+ ! •,'. , fix .I HEIGHT OF WALL STORY ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM OF ° 5 ` ,tt,, , ..• .� yi r ,, . ; .,, ° FK2 DISTANCE OF 4-0ON BOTH SIDES OF FIREWALL.ALLOW NO t -•, ± 1 ;r ; 11`t'. �S' ' N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS t ii.4 1\ t` t '�i .ri �„•, �.;., •�,,,` !> I . ``;'���-%' ;, " n OPENINGS IN ROOF WITHIN 4'-0'OF FIREWALL EACH SIDE.MINIMUM 12 FOUNDATION WALL ON 24 xl2 U TYPICAL E3A5EMENT 5LAB CLA55 B ROOF 5HIN6LE TO BE INSTALLED. P.G.FOOTING t 4"P.G.SLAB(MIN.2500 P51 - 5TG IATINC l�,`y t,' j' yam` HO ° °D06 MIL.POILYETFELENE ~ ,�� ,_,,•• 'z,4. �;�, ,_ y �_' ��'� ti ; •N ° y_ •-.,�""` VAPOR BARRIER U56 BROCHURE 5A100 (FIRE RESISTANT OPTION#I Q ,•wti ' ` 'f y ° d • A55E:MBLIE5) CODE SECTION 106b-EXGEPTION 4: U } A,:<y TAMP t FILL TO 45 K DETJSITY U - ` ' �'��' ' "► ° ° " ``� � ''�'l, ' ' ° FIREWALL MAY TERMINATE AT UNDERSIDE ROOF GODS SECTION 106.6-EXCEPTION•,, t ; .t 3 , `*�-" 4 t 't+ <�, ,''. ;+ f- e PAGE 22 (AREA SEPARATION WALL OPTION#2 } -/` t o e SYSTEMS) SHEATHING IF FIRE RETARDANT TREATED N 4: w t 1••,�+i1J j ..r,S� -"•1,.4+,- \; 4 i �� i Y,/j' �,rfi _..••.•...^ .7 ° q e f 1 ii t t}+ t j'.i; �' ... tt':l ° ° ° 5HEATHIN6 15 IN5TALLED FOR A DISTANCE OF FIREWALL5 MAY TERMINATE AT THE g t; , ,t f �, r ,1 ,� f ° TEST#UL DES U341 UNDERSIDE OF ROOF NON-RATED y�.• . w•t, ;;*ti.x.. e a 4'-0"ON BOTH SIDES OF FIREWALL SHEATHING PROVIDED THE ROOF 15 UO ugxasanu ° ACOU5TIGAL PERFORMANCE = 5TG 60 48'� qg" PROTECTED WITH 5/8"TYPE "X" HORIZONTAL #4 ° TEST#RAL-TL-&b-350 ° ° BASED ON 2x4 FRAME WITH MIN. 3° GYPSUM BOARD DIRECTLY BENEATH a THE UNDERSIDE OF ROOF 5HEATHING ° ° • a MINERAL WOOL BATT AT EACH 51DE AND 15 SUPPORTED BY 2"LEDGERS 5EGTION 12012 OF 2015 IBG-WAH 5, ATTACHED TO THE 51DE5 OF ROOF 5EPARATION WALL: (Max Height - 66 ft) PARTITION5 AND FLOOR/GEILIN6 FRAMING FOR A MINIMUM OF A55EMBLIE5 5EPARATIN5 DWELLING 2' H STUD TRACK AN DISTANCE OF 4'-0"ON BOTH SIDES 2 HR FIREWALL SEPERATION DETAIL I UNIT5 FROM EACH OTHER OR FROM CAU K FOR SMOKE TI H of FIREWALL.ALLOW FI OPENINGS IN I. Floor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long legs formed from No. 25 M56 July Steel, Secured with suitable OPTION N #2 ROOF WITHIN 4'-0'of FIREWALL fa5tener5 spaced 24 in. OG. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 PUBLIC F SERVICE AREAS SHALL HAVE JOINT OVER A 5TG OF 50 OR MORE. EACH SIDE.MINIMUM GLASS B ROOF 2. Metal Studs -- Steel members formed from No. 25 M56 goly Steel having "H" -Shaped flanged spaced 24 in. OG; overall depth 2 in. and TUD5 CONTINUED To 1DE ROOF SSES® 24"O.G. SHINGLE TO BE INSTALLED flange width I-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 OF F SHEATHING � M 6 ^ 7 7 6 3. 6 plum Board* -- Two layers of I in. thick gypsum board liner pone,15, supplied in nom 24 1n. widths. Vertical edges of panels friction fitted TEST #RAL-TL-88-350; STC = 60 I" AI SPACE EA. 51Do N N M M into "H" -Shaped Studs. G6G ING -- Type 5LX. TYPICAL FRAME WALLS (2)PIECES 6.P.TOU6HROGK I UNITED 5TATE5 CYP5UM GO -- Type 5LX UNRATED FIREGUARD TYPE "X"5HAFTLINER GYP. BD. OR MINERAL U56 MEXICO 5 A DF G V -- Type 5LX. WINDOW WATER PR00F BOARDS W/ WOOL FIRE BLOGKI z co FIBERGLA55 FIN15H ON BOTH 51DE5 co a g PROTECTED WALL: (Bearin or Nonbearin Wall) AND EDGES ASW CLIPS OR OG3 g g ALUM ANGLE CLIPS 0 0 Q F o o USO 65 Z 0 co g J W 2 HOUR FIRE 5EPERATION I AIR SPADE Z5 V3 5 W C0 c a No 4. Wood Studs -- Nom 2 by 4 in. max spacing 24 in. OG. Studs Gross braced at mid-height where necessary for clip attachment. Min 3/4 in. WALL SHOIwrI HATCHED DOUBLE H-STUD TRACK W J separation between wood framing and fire separation wall. SCREWED BACK TO BACK � � � W � � °� °� � 1065 HORIZONTAL CONTINUITY, 4A. 5teel 5tuds -- (A5 on alternate to Item 4, not Shown) -- For Bearing Wall Rating - Gorro5lon protected Steel studs, min No. 20 M56 FIRE WALL5i SHALL BE CONTINUOUS FROM DOUBLE H-STUD TRACK SCREWED FILL I" CAVITY AT FLOORS AND N w ExTROR HALL TO EXTERIOR WALL BACK TO BACK (0.032 in., min bare metal thickness) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) poly Steel or No. 20 M56 (0.033 in. thick) GEILIN6 W/GYP.BOARD OR MINERAL primed steel, cold formed, Shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel I" AIR SPACE WOOL FIRE BLOCKING Structural Members b the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, Including UNRATED 2" H-STUD TRACK 5TG R�TIN6 y 9 9 9 y y' 9 wlNDow (2) PIECES G.P.TOU6HROGK i° � the axial design load of the 5tud5, Shall be, as specified by the Steel Stud designer and/or producer, and Shall meet the requirements of all GODS SECTION 106.5 EXCEPTION #2 FIREGUARD TYPE "X" 5HAFTLINER, 2x4 P.T. 51LL PLATE U56 BROCHURE SAI00 (FIRE RESISTANT �..� applicable local code agencies. The max stud spacing of wall a55emblie5 Shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling UNSPRINKLERED BUILDINGS: - WATER PROOF BOARDS W/ ASSEMBLIES) Z tracks with 1/2 in. long Type 5-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED FIBERGLASS FINISH ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WALL w Top and 'bottom tracks shall consist of steel members min No. 20 M56 (0.032Q in., min bare metal thickness) steel or min 5HEATHIN6 To EXTEND 4'-0" ON OWFYCODE SECTION 1065 EXCEPTION #3 AND EDGES UNEXCAVATED TYPICAL TEST#UL a AISI speCD cifications. T p E3UILDINGS EQUIPPED W/NEPA 13 OR 6ARA6E 5LAB TEST#UL DE5 U341 O w m No. 20 656 (0.036 in. thick) gaiv steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound structural connection between BOTH SIDES OF FIREWALL AND NEPA 13R SPRINKLER: «4'PL.SLAB(MIN.3500 P51 GONG) W w OFF5ET WALL ° REINFORCED WITH bxb,10/10 W.W.M. AGOU5TIGAL PERFORMANCE = 5T6 60 > Y steel studs, and to adjacent a55emblie5 such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel FIRE RETARDANT TREATED SHEATHING I I -.411 a .TAMP E FILL TO Q5%DENSITY TE5T#RAL-TL-88-350 w W fasteners spaced not greater than 24 in. O.G. 5tud5 cro55-braced with stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. AT FIREWALL END 8 WIDE x FULL (1) #4 HORIZ.REBAR . ° SLOPE 6ARA6E SLAB DOWN 2' BASED ON 2x4 FRAME WITH MIN. 3" ° X o HEIGHT OF FIREWALL 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel 5tud5. TOWARDS GARAGE DOOR MINERAL WOOL BATT AT EACH SIDE 0 45 Steel 5tud5 -- AS an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel ° 5EGTION 12012 OF 2015 IBG-WALL5, W 4 Shaped, fabricated from min 25 MSG corrosion- rotected steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL XW9 a . �1 PARTITION5 AND FLOOR/GEIILIN6 w In. OG. Studs to be cut 3/S tt� 3/4 in. 1e55 than assembly height. Top and bottom tracks Shall be channel shaped, fabricated from min 25 M56 N.T.S. OFF-SET EXTERIOR NALLS ° ASSEMBLIES SEPARATING DWELLING UNITS corrosion-protected Steel, min width to accommodate Stud size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG FROM EACH OTHER OR FROM PUBLIC OR ❑ ° 5ERVIGE AREA5 SHALL HAVE A 5TG OF 50 w max. Studs cross-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and a. OR MORE. area separation wall. Finish rating has not been evaluated for Steel Studs. 2 HOUR FIRE 5EPERATION (1)#4 HORIZ.REBAR® MID 0 PROVIDED 5TG=60 I--I TYPICAL FRAME HAL HEIGHT OF WALL STORY ° d 11 " M 5. Gypsum Board -- Classified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to WALL SHOWN HATCHED o ,P ANCHOR BOLT5(14 Z m studs with I-1/4 in. long steel drywall nails spaced 8 in. OG. Vertical Joints located over studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,e" MIN joint compound. Nail heads covered with joint compound. ° EMBEDMENT) OR ADHESIVE Z ° NOTE: UL #336 EXCEEDS CURRENT FIRE CODE (� 6. Attachment GIi s -- Aluminum angle, ANCHORS W/3"X3"x " _ p g 0.063 h. thick 2 in. wide with 2 in. and 2-1/4 in. legs. Clips secured with Type 5 screws 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" STANDARDS AND REDUCES SOUND TRANSFER W - "H" Studs and with Type W scr`ew5 I-I/4 in. long to wood framing through holes provided in clip. WASHER PL ® 24" o/C. =y BETWEEN UNITS F : UNRATED WINDOWS P.G. FOOTING ° " _,)"\$ 6A. Glip placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft Or, vertically between wood framing and "H" AND DOORS ° . studs. V v y,�ry,• , 66. Glip placement (Item 6) for separation waII5 up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area below requires clips Spaced a max 5 ft OG vertical) between wood framing and "H" Studs. — — ° w r-5 -' n( q P P y 9 6G. Clip placement (Item 6) for Separation walls up to 66 ft high: Space clips as described in Item 6A for upper 24 ft. Space clips o5 described in item 66 for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG Vertically ° ° VI J ~ T� °2s PP between wood framing and "I-f" studs. 8" UNRATED SIDING (TYP) ° ° ❑ �, .� ' q It/L-'VV HORIZONTAL #4 - 1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. Stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN. ° ................... . IOd nails spaced a max. 16 in. OG. vertically and fastened to one Side of the minimum 2 by 4 in. stud with 3 in. long IOd nai15 spaced a max I6 CODE 5EGTION 1065 EXCEPTION #3 # a. ° ': B NUMBER 11 UNITS 6 5 in. OG. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. Studs. The wall partition wood studs are to be BUILDINGS EQUIPPED W/NEPA 13 OR NEPA I3R SPRINKLER: GORE SECTION 106.5 EXCEPTION 2 2016023 framed with a second 2 by 4. in. wood stud fastened with 3 in. long 10d noil5 spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED 5HEATHIN6 AT FIREWALL END 6' WIDE x UN5PRINKLERED BUILDINGS: Q_ partition intersection per Stud cavity. Non-bearing wall partition stud depth Shall be at a minimum equal to the depth of the wall. FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4-0 2 HR FIREWALL SEPERATION DETAIL @GARAGE 5 `�- 2 ALT- 2) uC 66 w ON BOTH SIDES OF FIREWALL Cl) SHEET NUMBER Bearing the UL Gia55ification Mark 2 HR FIREWALL SEPERATION DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 B- 15 'L 'FW� 2 USG AREA SEPARATION WALL SYSTEM UL# U336• (MODEL ) -0 Last Updated on 2010-10-2.1 N.T.S. AT FLUSH GONDITION FI"2 TEST #RAL-TL-88-350; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED