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Home My WebLink About43452-Z ��4ti0S��FD1'�CpG� Town of Southold 10/18/2019 - P.O.Box 1179 o ' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40783 Date: 10/18/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 6 Millstone Ln Unit 3, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/31/2019 pursuant to which Building Permit No. 43452 dated 2/6/2019 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, front covered porch, rear screened porch and attached two car garage as applied for. (Unit 3) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0057 9/26/2019 ELECTRICAL CERTIFICATE NO. 43452 10/9/2019 PLUMBERS CERTIFICATION DATED 9/16/2019 K and W elz A h d Signature �suFFn��r TOWN OF SOUTHOLD �� cQay BUILDING DEPARTMENT y 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#: 43452 Date: 2/6/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals (Unit#3, D model) At premises located at: 6 Millstone Ln Unit 3, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-1-3 Pursuant to application dated 1/31/2019 and approved by the Building Inspector. To expire on 8/7/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,876.80 CO -NEW DWELLING $50.00 Total: $1,926.80 Buildin spector corm No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from,plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is ,denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory'building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check on Location of Property: -� � - — I)A i �'S' Ale-,House No. Street Hamlet Owner or Owners of Property: �1, 0✓ �,Qit/,Q�p Suffolk County Tax Map No 1000, Section � -.100k . a Block ® l Lot C30 3 CCbhF�n ��` Q C..� t.-C,.� Filed Map. 7 Lot: ()0 3 Permit No. nate of Permit. Applicant: tit®j/ Health Dept. Approval: Vhte ( Underwriters Approval: Planning Board Approval: — l? Request for: Temporary Certift Final Certificate: heck ne) Fee Submitted:$ ppli nt Si nate e CONSENT TO INSPECTION the undersigned,gn ,do(es)hereby stator Owners)Name(s) That the undersigned(is)(are)the owner(s)of the premises i e T of Southold, located at g+ � — �Q which is hown and designated on the Suffolk County Tax Map as District 1000, Section tqz,o I Block D 1 ,Lot no�� . :That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Build' Ins a tor's Office for the f lowing;, ✓ V That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances, rules or regulations of the Town of Southold. r 2 F Dated: i e � � l� ( r nt W {Signature) (Print Name) oF sov��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �l • �®� sean.devlin(aD-town.southold.ny.us CYC®UNr 1, - BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Rimor Development LLC Address: 6 Millstone Ln Unit# 3 city.Cutchogue sr NY zip: 11935 Building Permit* 43452 Section. 1102.1 Block. 1 Lot. 3 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 X 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 41 Ceiling Fixtures 18 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 7 Wall Fixtures 4 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt 4 Recessed Fixtures 41 CO Detectors Sub Panel A/C Blower 1 Range Recpt gas Bath Exhaust Fan 2 Pumps 1 Transformer Appliances Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 2 Switches 33 Twist Lock Exit Fixtures 11 Combo SD/CO 1 Other Equipment: DW, Micro, Oven, Fridge, 100' of UC/ LED Lighting w/2 Drivers, Washer and Dryer i Notes Inspector Signature: ate: October 9, 2019 S.Devlin-Cert Electrical Compliance Form.xls SO�Tyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 BUILDING DEPARTMENT ; r TOWN OF SOUTHOLD \ . OCT 1 7 2019 CERTIFICATION { Date: UA Building Permit No. q3 j-'-" V //', c Owner: ic1 Jbb"q� G-� (Plea a print) Plumber �►�C Q� �Z . (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% i lead. f i (Plumbers ature) i Sworn to before me this I I day ofSA 20� ANNA FIORITA Notary Public,State of New York Reg.No.01 F163683r,4 j Qualified in Suffolk County Commission Expires IZ" Notary Public, U�—'Countr I i i i I ,qf SOUTyo # TOWN OF SOUTHOLD BUILDING DEPT. `y�ourm 765.1802 INSPECTION.- [ FOUNDATION 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: r DATE * . % u 6) �/ lot INSPECTOR sol/r, * # TOWN OF SOUTHOLD BUILDING DEPT. • .ao 765.1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE Z CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK Aq J-1 l� 0141 77ro- -k --- (u v u I I DATE INSPECTOR OF SOUTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 L� . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. _ [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: cx /✓�_ Y� l s, DATE 19 �( INSPECTOR G�, OF SOU TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [INSULATION [ FRA®STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ L-rCAULKING REMARKS: Nw PHZ ol 2n1,�LcvlC ICY ® oAo-A WA � J � -�, 6)Duck �l hAlA yz �mwvl DAA.01 6)C�Al IVA Pt- I WtM DATE I INSPECTOR ��pF SOUTyO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R ARKS: ( fG�sBi/t°/ DATE INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. °`�courma�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �LECTRICAL (FINAL) f� d' [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATEINSPECTOR - . hoy�0 y°�o # TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 EPT. 765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND - [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 101® [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMAR S: 1 WQRM&� &Ale� wl�fr&V6 so - 041, CAOA Sam DATE /0//(,P/vf INSPECTOR XJ" GRCH ARCHITECTURE PC 3750 EXPREss DRIVE SOUTH SUITE 202 ISLANMA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 Aph| 23, 2018 Town ofSouthold Building Department S�9 Route ��v�� [jL� 1 7 �8�� ^- POBnxl179 OCT""' ' ' ^~'~ Southold, NY11971 ��1-7-|� r:�TA-T-',T`�^ Att: Mr. Michael Verity 'yl� Chief Building Inspector Re: Harvest Pointe atCutzhnBue Screened inRear Covered Porch Unit No.3Permit No.43451 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 1O, 2019. espectfully ed, CIA [Bn C rveny,AIA, LEEDAP E;7j"' T G Project Summary Date: OUO3,20119 I Job: y WL'LLC Entire House By. Michael Canso Energy Testing Services, LLC. 1648 LocListAve Un it Bohemia,NY 11716 Phone 631-244-2627 Email mcaruso@eriergytestirigsemoes com Web wwwenergyteshngsemoesoom Promect Information For: Harvest Pointe 1 7 2019 6 Millstone Lane,CUtchogue,NY 11935 OCT Notes- Model D,Unita 1v 7"1 Design Information Weather: Islip,Long Isl.MacArthurAP,NY US Winter Design Conditions Summer Design Conditions Outside db 15 OF Outside db 86 OF Inside db 68 OF Inside db 75 OF Design TD 53 OF Design TD 11 OF Dail M Relalrvaeehumidity 50 % Moisture difference 31 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 26747 Btuh Structure 14756 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 26747 Btuh Use manufacturers data n Rate/swingg muSiIier 0.91 Infiltration Equipmen sensi eload 13428 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1201 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh HeatingCooling (none) ol Area(ft2) 362 3621 Equipment latent load 1201 Btuh Volume(It") 22830 22830 Air changes/hour 0.28 015 Equipment Total Load(Sen+Lat) 14629 Btuh Equiv.AVF(cft-n) 107 57 Req.total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12 8 EER,16 SEER Heating input 29073 Btuh Sensible cooling 13428 Btuh Heating output 26747 Btuh Latentcooling 5755 Btuh Temperature rise 38 OF Total cooling 19183 Btuh Actual airflow 639 cfim Actual airflow 639 cfm Air flow factor 0.024 cfm/Btuh Airflowfactor 0043 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.92 Calculations approved byACCAto meet all requirements of Manual J 8th Ed Ad- wrightsoft® 2019-Oct-03 09 52 17 Rght-sute@l-Inversal 2019 19 0 12 RSU28202 Page 1 e Model DUrut3 6 Millstone Lane Cutchogue rup Calc=MJB Front Door faoes E K7- Y Duct S stem Summary Job: m�c y '.lDate: Oct 03,2019 ICES,ia.c""'° Entire House By-. Michael Caruso Energy Testing Services, LLC. 1648 LoastAve UntA,Bohemia,NY11716 Phone 631-244-2627 Email mcaruso@energyteshngserwcescom Web wwwenergyteshngsenncescom Project • • For- Harvest Pointe 6 Millstone Lane,Cutchogue,NY 11935 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.148/0042 in H2O 0.148/0.042 in H2O Lowest friction rate 0 045 in/100ft 0.045 in/100ft Actual airflow 639 cfm 639 dim Total efective length(TEL) 420 ft SupplY Branch D- Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) MM) FR (in) (in) Mat! Ln(ft) Ln(ft) Trunk Basement-A h 8363 200 64 0.067 8.2 12x 6 ShMt 11.0 210.0 st3 Bath 1 h 501 12 7 0 056 3.0 12x 4 ShMt 27.0 2400 st313 Bed 2 h 3228 77 70 0 057 5.9 12x4 ShMt 40.0 2200 st3A Dinng Area C 1852 48 80 0.063 59 12X4 ShMt 37.0 2000 st2 Great Room c 1870 45 81 0.061 6.0 12x 4 ShMt 240 2200 st2 Great Room-A c 1870 45 81 0.062 5.9 12X4 ShMt 200 2200 st3 Hall c 105 3 5 0.068 2.0 12x 4 ShMt 19.0 200.0 st3 Kitchen c 1250 25 54 0.061 5.1 12x4 ShMt 22.5 220.0 st2A Laundry/Pantry c 902 28 39 0.063 4.5 12X4 ShMt 24.5 210.0 st2 Master Bath h 1019 24 14 0045 4.0 12X4 ShMt 27.5 300.0 st3C Master Bedroom C 1612 61 70 0 053 5.8 12X4 ShMt 48.0 230.0 st3A Master Bedroom-A c 1612 61 70 0.052 58 12x4 ShMt 47.5 2400 st313 WIC h 423 10 5 0.053 2.8 12x4 ShMt 315 250.0 st313 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 PeakAVF 146 254 0.061 509 9.1 12 x 6 ShtMetl st1 st2A PeakAVF 25 54 0.061 162 51 12 x 4 ShtMetl st2 st3C PeakAVF 24 14 0 045 73 4.0 12 x 4 ShtMetl st3B st3B PeakAVF 107 95 0 045 322 7.0 12 x 4 ShtMetl st3A st3A PeakAVF 246 235 0.045 368 96 12 x 8 ShtMetl st3 st3 PeakAVF 493 385 0 045 538 12.4 12 x 11 ShtMetl st1 st1 PeakAVF 639 639 0.045 548 13.7 12 x 14 ShtMetl Boldlrtalrc values have been manually overridden -Fk wrightsoft® 2019-Oct-03 09 5217 AQ= Right-Sunte@Unversal201919012RSU28202 Page I e Model D Unt 3 6 Millstone Lane Cutchogue rup Calc=MJ8 Front Door faces E Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb1 12x 25 639 639 92.0 0.045 548 13.7 12x 14 ShMt -Fk wrightsoft® 2019-Oct-03 09 52.17 RighFSute®Universal 2019 19 0 12 RSU28202 Page 2 e Model D Urit 3 6 Millstone Lane Cutchogue rcp Calc=MJ8 Frord Door faces E Manual S Compliance Report Job: *RMT. Date: Oct 03,2019 �°�°�° Entire House By: Michael Caruso Energy Testing Services, LLC. 1648 LOastAve UntA,Bohemia,NY 11716 Phone 631-244-2627 Email mcar so@energyteshngservices com Web owwverergyteshngservices com •'ect Information For. Harvest Pointe 6 Millstone Lane,Cutchogue,NY 11935 Cooling Equipment Design Conditions Outdoor design DB- 86 0°F Sensible gain: 14756 Btuh Entering coil DB: 75.0°F Outdoor design WB- 72.0°F Latent gain* 1201 Btuh Entering coil WB: 62 5°F Indoor design DB: 75 0°F Total gain. 15957 Btuh Indoor RH: 50% Estimated airflow: 639 cfm Manufacturer's Performance Data at Actual Design Conditions Equlpmenttype: SpIItAC Manufacturer. Generic Model. SEER 16.0 Actual airflow: 639 cfm Sensible capacity: 13428 Btuh 91%of load Latent capacity: 5755 Btuh 479%of load Total capacity: 19183 Btuh 120%of load SHR- 70% Heating Equipment Design Conditions Outdoor design DB. 15 0°F Heat loss 26747 Btuh Entering coil DB 68.0°F Indoor design DB. 68 0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype Gas furnace Manufacturer. Generic Model AFUE 92 Actual airflow: 639 cfm Output capacity- 26747 Btuh 100%of load Temp rise- 50 OF Meets all requirements ofACCA Manual S _ +�F wrighitsoft' 2019-Oct-03095217 �� •art• .ew< P Right-Srnte®Urnversal 2019 19 0 12 RSU28202 Page 1 e Model D Urnt 3 6 Millstone Lane Cutchogue rup Calc=MJ8 Front Door faces E Form esidential — — — • RPER1 ACCP.. for • (Loads, • • — 15 Mar 09 nrccamaar�soraeara Header Information Contractor. Energy Testing Services,LLC REQUIRED ATTACHMENTS ATTACHED Michael Caruso Manual J1 Form(and supporting worksheets). Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets) Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet Yes ❑ No ❑ Duct distribution sketch Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision) 6 Millstone Lane,Entire House HVAC LOAD CALCULATION Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 15 *F Orientation Front Door faces East Indoor temperature- 68 *F Norh East west,soreh,Nortwast,Northwest,Southeast,Soudwest Total heat loss 26747 Btuh Number of bedrooms 2 Conditioned floor area. 3622 ftZ Summer Design Conditions Number of occupants: 0 Outdoor temperature 86 °F Indoor temperature 75 °F Windows Roof Grains drfference: 31 grAb @50%RH Eave overhang depth 1.0 ft Sensible heat gain. 16215 Btuh Intemal shade blinds Eave Latent heat gain 1319 Btuh Blink,drapes,etc Depth window Total heat gain 17535 Btuh Number of skylights 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Eq�u�lpgment type. Gas furnace ETigment t U SpIdAC Heating cfm: 639 ce,Heatp=M Baler,etc. r Lorer, at pump,etc Cooling cfm 639 Model. Generic Model Generic Static pressure 0.50 in H2O AFUE 92 SEER 16 0+ ririlow ed external static pressure for design airflow Heating output capacdi 26747 Btuh Total cooling capacity 0 Btuh "eatpurrups-capacityatwu r design outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity. 0 Btuh Latent cooling capacity 0 Btuh DISTRIBUTIONHVAC DUCT .• Design airflow 639 cfm Longest supply duct. 328 ft Duct Materials Used Equipment design ESP 0.50 In H2O Longest return duct 92 ft Trunk duct Sheet metal Total device pressure losses- -0.3 in H2O Total effective length(TEL): 420 ft Available static pressure(ASP): 019 In H2O Friction rate: 0 n45 in/100ft Branch duct Sheet metal FnctionRate=ASP-(TEl_A6) I declare the load calculation,equipment,equipment selection and duct design were,rigorously performed based on the building plan listed above. •- •the claims made on -forms will be subject to review and verification. Contractor's printed name Contractor's signature: Date: Reserved *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -Fp- =Ightsoftm Right-Sute®Unversar 2019 19 0 12 RSU28202 N 4x12 4 12 4x12 4x12 4 Basement 4x12 W2 4x1 x12 6 2 x12 8x1 4x1 x12 14x 2 6x12 200 ch 12 4X12 14x2 ' 4x12 4x12 Job#: Energy Testing Services, LLC. Scale:1 :106 Performed by Michael Caruso for. Page 1 Harvest Pointe 1648 LocustAve UnitA RghtSurte@ Universal 2019 6 Millstone Lane Bohemia,NY 11716 19 0 12 RSU28202 Cutchogue,W 11935 Phone 631-2442627 2019-Oct-03 09.53.41 wwwenergytestingservices.com mcaruso@energytesti. •••3 6 Millstone Lane Cutchogue rup N 1ST FLR 70 CfM 70 crm Master Bedroom ® 80 cfm 777� Dining Area WIC 10 crm f 5 cfm Hall Master Bath Kitchen 24 cfm 54 clfm Great Room Bath 1 4 12 cfm 639cfm Broan Exhaust 39 cfrn Fan Model L150 60cfm Energy Laundry/Pantry Star Continuous Use Tim er 16,cfm Bed 2 Garage 77 cfrn Job#: Energy Testing Services, LLC. Scale:1 :106 Performed by Michael Caruso for. Page 2 Harvest Pointe 1648 LocustAve UnitA RghtSuite®Universal 2019 6 Millstone Lane Bohemia,W 11716 19.0 12 RSU28202 Cutchogue,W 11935 Phone 631-2442627 2019-0ct-03 09 53.41 www.energytesbngservices corn mcaruso@energytesti 3 6 Millstone Lane Cutchogue.rup dome Energy Rating Cerdficate Property HERS 6 Millstone Lane Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2019-10-11 Rating Number: MC213 6 Millstone Ln Registry ID: 144314101 Cutchogue, NY 11935 Estimated Annual Energy Cost HERS Index: 52 Efficient Home Comparison: 48% Better Percent Use MMBtu Heating 48.2 $Cost Cost 39% General information Cooling 1.0 $63 2% Conditioned Area 3200 sq. ft. House Type Townhouse, end unit Hot Water 9.6 $168 67. Conditioned Volume 27005 cubic ft. Foundation Conditioned basement Lights/Appliances 22.8 $1392 52% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 81.6 $2692 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: 71 cfm, 23.2 watts. 2015 IECC HERS ERI w Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2016 Building Shell Features Ceiling Flat R-38.0 Slab R-0.0 Edge, R-0.0 Under = o Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 1147 Clg: 1147 CFM50 Foundation Walls R-13.0 Method Blower door Michael Fauci o ; 1,147 CFM X 60 = 68,820/27,005FT3 = 2.5 ACH ; ; ? Energy Testing Services LLC � Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia N.Y.11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Electric 631-244-2627 Refrigerator(kWh/yr) 691 Clothes Dryer CEF 2.62 Dishwasher(kWh/yr) 270 Ceiling Fan(cfm/Watt) 0.00 Certified Energy Rater: 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 2019 Combustion Safety Testing Form Certified Home Address: 6 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe 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: 2019-10-11 Outdoors Temp During Test: 55 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No D Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Iffeating System Primary: Yes ✓❑No❑_ Type: Furnace I r l Boiler❑Heat Pump Q Other❑ z Ventins,Tvpe 3 Drat Sin 9yge SP(lase , CO CO E icien Fuel Tvpe Circle Type) ascal) (Worst Case atural (Worst Case atural Rating:95.0 NOP❑O❑E❑ NQN0MOS_✓ N/A Pa. Pass❑✓ Fail❑_ PaSSOFai10 N/A PPM N/A PPM Yes ❑✓ Type: Standard TankaIndirect Tankless ❑ Size: 75 0 Style Common Vent❑ Water Heater Primary: No Instantaneous❑Commercial (See Note 5below) (Gallons) 4 Stand Alone ❑✓ S z Ventins'Tvpe 3 DraftSin llase Spillage(Natural) CO CO Efficiency Fuel Type (Circle Type) (Pascal) (Worse(7ase) (Worse Case) (Natural) EF: 0.69 NDP❑O❑E❑ N❑M❑✓ S❑ N/A Pa. Pass❑✓ Fail❑ PassEFail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes ❑ No❑✓ Oven CO 7 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: - Date: 2019-10-11 .��,::,---�,,.—,��'�"�.•`a=.--.�.�` .:e��.r",``Tt�= "�5.�_:.3t'=�u.�r`�a3i?%w:_r.`3;,5s`.'j- GRCH ARCHITECTURE .:�_ �J•�4:;-��`� �"`,.��`" '�`�,r��,F-�.T:�:`=`�" _ ,:t�,:• � PC IX 3750 EXPRESS DRIVE SOUTH ;�;�-,. �' SUITE 202 W. ISL.ANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 _ Town of Southold Building Department 53095 Route 25 �'� OCT 1 7 2019 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker f .a 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 lysubmi ed, D ARC 0- � v Glen Cherve y IA, Li AP Principal >.-N 0238iG 0F NES a2w . MECHANICAL 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 OCT 1 7 2019 20 Feldland Street, Bohemia, NY 11716 • (631)563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 April 29, 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold,NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue,New York Unit 3 -Permit#43451 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 iri the 2015 IRC and Energy Code as well as the 2017 Code Supplement. JGIe ectfull submitted, '(�RED ARC C9\� e�5SRT Ch,�y X �I herveny, AIA, LEED AP 'pal '9 0238�� T�OF NE�y `\� OCT 1 7 2019 j i E k 1 r 7 v. V„ \`tip Xti� N\!"�N r k 1 7 2019 d: i L - 4r w OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex r'' ��V soId� P.O.Bos 1179 54375 State Route 25 � �° g `k � zx Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) sN' s� Southold,NY �1& Ls�",� + Telephone:631765-1938 ?,r, www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 10, 2019 s OCT 1 7 2019 Mr. Henry Alia Rimor Development LLC P.O. Box 908 -,s .1^`i„ s ;, Cutchogue, NY 11935 Re: Site Plan Inspection for Certificates of Occupancy Units 3 & 4 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units# 3 &4 of the above- referenced Residential Site Plan have been completed based on the site inspection made on September 5, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these two (2) units. Please note that there are many ongoing conditions of the site pian approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully O�Q Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager APPLICANT: S.C.T.M." 1000 F- (Property Owner,Design Professional,Agent'Contractor,Niter) --6,- CHAPTEP-J.0L 236 102- 1 9311 NAME: LiSection Block Lot STORMWATER FINAL r>x vr,t •::mvnrc ��l Z� s 2e��1 Date: cf._ 4- ` 9 Q r ` INSPECTION .REPORT FORM ®��Td®��SITE ®�� BUNKUM COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA YE NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls I _ 1111 NO b. Limits of Clearing&Area of Proposed Land Disturbance. A c. Condition of Stockpiled Soils. �� I[��`- d. Verification of Size&Depth of Leaching Pools. - e. Verification of Drain Pie Installation/Concrete Par in . -' a Pipe g g f. Driveway installation within the Town ROW-Highway Specifications g. Final Site Grading-Effect on Adjacent Property h. Inspection of Gutter& Leader System-Drainage Piping I. [nsta alion of proposed Swimming Poal and discharge ring. Fil_-- j. Inspection of"Construction g Area(s).Entrance/Sta in gk. Location Location of proposed concrete washout area(s). -- t;I'mal hisitecr ion Iiclx)ri intlst be completed pi au to issuance of Certificate of 0ectipain:v '1'Ite a13(�Iicarn has th e uPi win rcr cert l{ ualtrrn tui dryin w installations >k OPTION#. 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. OPTION':2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION a: Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION 4:1. OPTION":2. Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing -cement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating loeatioir- Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. -•: ; %i Town Engineering Department, -_; Ez f TOS Review NOTES: TOS Review NOTES: iT b ea�FOItENG IiCEI IPti DLi': i. I US! ONLY Additional Work is Required for Approval. ' Reviewed& SMCP Installation is Not Complete. (See Notes Above) Approved By, — - - - •- - — — — — — — — — — — — — — — — — — ,L Stormwater Management Plan Installation has been IL Date: i'a Inspection 1". Completed & Approved by the Engineering Department. FORM * SWCP Inspection Report Form-TOS October 2014 WK -Me Vm FOUNDATION (IST) ------------------------------------- �M _ 'FOUNDATIONROUGH • ENERGYINSULATION PER N.Y. . , Ir op T11 MA !.lf!!�' o% .� FAMAjol ffliwrlytm woo � � + ► , �l�J1 -, j i �l�. TOWN OF SOUTHOLD ' BUILDING PERMIT 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 Southold_townny.gov PERMIT NO. -- __ Check -Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Ekamined ,20 n Single&Separate D U� -Truss Identification Form Storm-Water Assessment Form " JAN 3 1 2019 Contact: e- Approved_ - O20A Mail to: q C4 Disapproved a/c VOIL—D i.0 i ulch owC A3S -TOWN OF SOLD Phoe: to3i -(��8-2 Expiration ,20 Buildi ctor APPLICATION FOR BUILDING=PERMIT• Date _ / . _ ,20 _ INSTRUCTIONS a.This application MUST be-coinpletely-fill ed in by typewriter or in ink and submitted to le 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 wadjoining premises or public"streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises-available for inspection throughout the work. , e.No building-shall be occupied or used in whole or in part for any purpose what so ever until the E3uilding.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. �xv,orLmom- LL �- (Signature of applicant or nam6,if a corporation) (Mailing address of applicant State whether applicant is owner, lessee,agent;architect,eng ,•ineergeneral-contractor, electrician,plumber or but ilder Name of owner of premises "o - LLL, (As on the tak roll or latest deed) If applicant is a corporation,-signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of-land on which proposed work will be do e: House Number Street Hamlet County Tax Map No. 1000 Section ; � .� , Block - Subdivision fru� - 'F�1�W, G Filed Map No. Lot ' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy /� b. Intended use and occupancy C n od o— �e-s ICAeAchc�j I Nature of work (check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work_ _ (Description) 4. Estimated Cost �qo� b D O ,'`--,a P-ii'', Feer (To,tie paid on filing this application) 5. If dwelling, number of dwelling units �., J r Number of dwelling•units on each floor If garage, number of cars a i' 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. j . 7. Dimensions of exiistina tiuctures, if any: Froril3 Rear, ✓ Depth Height — Z Number of Stories n Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:,Front Rear Depth Height Number of Stories 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 "NO Will excess fill be removed from premises? YES NO 1� Rtw,b2 �,®,ti3a� � l 14. Names of Owner of premises ,�t,3n dress � c� l�_Phone No. 1J VIN' 2 'l Name of Architect OR C—" Address '3,K14- eU-n �AT Phone No I (A - Name of Contractor .wee n s nwrN e4L Address 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 respect to this property? * YES V-' NO IF YES, PROVIDE A COPY. C,)/) 4t !d,l STATE OF NEW YORK) SS: qzk COUNTY OF 4.3,� au �y being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contra t)above named, (S)He is the (Con racto Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application: that all statements contained in this application are true to the best of his knowledg n b ief, and that e work Nvill be performed in the manner set forth in the application filed therewith. Sworn to before me this :r 5{ day of 20 6 Notary Public TRACEY L. D t,,-Sign ure of A licai J NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2jD2a. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *OF SO(/jP.O. Box 1179 54375 State Route 25 h0� Ol0 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY � Telephone: 631 765-1938 U, www.southoldtownny.gov COUNTY,�c� PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 10, 2019 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection for Certificates of Occupancy Units 3 & 4 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units # 3 & 4 of the above- referenced Residential Site Plan have been completed based on the site inspection made on September 5, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these two (2) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. Wilcenski � � Chairman cc: Michael Verity, Chief Building Inspector SEP - 9 2019 James Richter, Stormwater Manager qqqq 5ui f o f � o BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cD-town.southol d.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: o 'ZZ IQ Date: Cc), Company Name: rltc-f4c Name: License No.: t() rn email: M-T M, P IeC Address: D,c> , es QsL4--I L4 Q-KAQL n �Phone No.: "G-- , -13 JOB SITE INFORMATION: (All Information Required) Name: f le— R C Address: Cross Street: Phone No.: 24f Bldg.Permit#: email: 4,�14 5 Tax Map District: 1000 Section: - Q,c,, Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Clrce AH That AppBy: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YEDS NO Issued On Temp Informat! (All information required) Service Size 1 P 3 Ph Size: A # Meters Old Meter# ew Servi - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead ,# Underground Lateraiscl-) 2 H Frame Pole Work done on Service? ( Y ) N Additional Information:` PAYMENT DUE WITH APPLICATION 7\ 6 \e 82-Request for Inspection Form.xis X Town Hall Annex Telephone(631),765-1802 54375 ;Road yfi Fax(631)765-W2 P. 0. Box 1179 Southold, NY 11971-0959 114 IN RTMtki ", tO BUILD W 4. itE t' NOTI...." 'W TILIZATIONOFTRUAWM, 5 U&ION. PRE-EN D 0 OD'ORNSTRUCTIONAN' 0011ftb4 M- MR CONSTRUCTION 1�,� - '9 Date: VT . j !,%v 0 0 V, rw }wned 34, kq� "'P5 t V_ �, Local W kro p e rV- WTV ;.0 pq jq gep Pleas' ofice that th 1plicaf Oz, Z ry commer6l" 66" R4 dultion to ext ,r ! ercla Si i5 rclal or reside nld r4f e o erty ns rf, VK U Q. bi reteren pa to be s Vol (che.c�a j'Tru �tru n on (T7)! Pre 'N' RIN1 1?1 "! j., truction (P IMacond oW) ?umbermh -7t; rT,7 7 n 2, in the following location(s che azy, H -framing, including A i ms (F) oor Roof framing (R) j Floor and roof (F f SignajUre:,11_ V Y14 -' Capacity (check applicable line): ,YA ti griag M 'k-it l S!+ ��'�iir r S(,'SSI"�tj ttr F��5 r}, •r 1 Y t .,, f , � t,i 1•�•,f.;.�,��. 4�•'s�'di�''�k,'16r�tri°e'�t�t,'�?'�'%4�� Qwner representative TrussReqU.docx Effective 1/1/2015 qR`v.;,!i.4 fy1J 7..t,e,, ? `- i 4 fM "'IIT f E:l N LA (30. El- r r r r co O r 1 O W r r •p r 1 S r r n M t G rrr � v POSED PATIO /f r LOCOATED WITHIN' SETBACK TO BE FLUSH W/ GRADE r AND NOT COVERED r EXISTING CHAIN LINK FENCE TO r'- R273.68-' (D D)- EMAIN 77 q - _ --- ` -- — — \ � co O ti v o LA ym o - r 00 Eli RI S .v R`-1 _ • O.• LA PROP- OSED _ NATURE TRAIL ' r4f (PERVIOUS GAZEBO X Y EL PAVERS) I S3. - I 01. Fy YX,, PROPOSED UNMANNED BOOTH .a BICYCLE ' _ _P RACK LA Lo 75' BUILDING ETBACK STRIPED A - - R1-8 CROSSWALK �,P ( 1 ( ) PIPE SHALL BE-15- CPP- WITH--X SLOP Ul` 'U% e STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS , 5 FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED ` INSTALLATION PROCEDURES. 4ECTIONS TO BE 4 DR-18 WITH MINIMUM SLOPE ® BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED 3E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE ; TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. BE C900 BLUE BRUTE DR-18 PRESSURE PIPING STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH WATER MAIN TO BE 10" WITH 6" HYDRANT OF AR. LALLTWATER MAINSSIX INCHESBELOW SHALLTBE HE CO COVERED OTTOM0 TO ,A M NTHEIIIMUM DEPTH SERVICE CONNECTIONS TO BE 1". ® COVE OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT INIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. WER/DRAINAGE LINES. BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE IINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. 41NIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING 'WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: -ERVICES TO BE INSTALLED BY PSE&G AND PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET WITH THE LATEST EDITION OF AWWA STANDARD C600. TION FROM ALL SANITARY APPURTENANCES. DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN Z/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST EPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION,o BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER 3ONTRACTOR SHALL ENSURE ALL CROSSING SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT T DURING CONSTRUCTION. LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS S TO MAINTAIN ALL REQUIRED VERTICAL REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. INSTALLED UNDERGROUND. Habitable Garage Area Hn a f vest Pointe at- Unit t Unit Numbers Area (SF) (SF) Total (SF) 77-124 1,999 486 2,485 etch 0 u e 1,3,8,10,12,14, _ Cutchogiue, New York 21,23,26,27,29, 1,599 363 1,962 Town of Southold 1,33,36,39,41,45 5,47,49,50,52,54, No Revision Date Appvd. , 58, 59,68,72, 767/2sn7 AVL 13 TONIN/SCDHS REVISIONS i 2,5,6,9,11,13, 12 TOWN REVISIONS 6/14/17 AVL 19 20 22 24 4/22/17 AVL : 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS /z2 ),42,44;48jI51,53, 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL 7,60;62;64;66;70; 73,74,75 aEVlsIc>Ns---- ------ - _ 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, 1,979 vsipnedtia -'�`;~� ; :�.��:;,.r.- .=a ;";'_�z,•.. •a..,-,.5 r• ; 1599rr1 4 - k ,�- 380 .H�;",'.W`„eµ� i1,63,65,67,69,71 t,: ,r �;r'.lra<�� `l`�s'° r',.. i�av;Yz�^ .'n-s..z7::j-, Issued for ~Date 15,16,17,18 1,999 408 2,407 July 10, 2015 N/A 6,188 N/A 6,188 ' SCT : 1000-102-01-3303 D SC®HS A roval SUFFOLK` OUNTY Dr_-PA;3TuEp4T 4DF HEh.` H SERVi0ES pERM'�'FOR APPROVAL OF CONSTRUCTION T* A I SINGLE FA LY RESIDENCE C45 LV t)ATF p g^� �g}� 17_la_.I.7- pub t)ATF `I y "' ! I�4 6'9rFe�ao. is I? • / e�M c r 'Drawing Number APPROVE ! Y FOR tlf lk90m OF J IA Dov NFA J- I ENPiRES IMM YEARS FROM DATE OF APPROVAL v 40 C� 1 it "`• . J I Sheet of , 2(P 6 9 28 i S , Project Number 29305.00 SC HS Reference # C10-06-0013 i NOTES. THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 'w. M PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE aM NOT INTENDED GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS. ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF APR 1 5 2019 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 'jh gs Y��;''-1'�•_'� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED I '�'7� g� }y- SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY TOWN OF��ILI 1�iL�LD NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED V PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, A` SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS PI OTHER THAN VISIBLE PERMANENT STRUCTURES COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS J RESERVED,NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, �OppA RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED Vc v IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 00 PERMISSION OF THE SURVEYOR 2V0 THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL •cp_ MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER PURPOSE pp 101 a� S� ° o p o �3 X91 s �2 O G � „� 33po y �� 13� 3� 52N � � �\�P o��3 �Ik °cp j L OF Q W t�Ue A�Z 's o 3 0. S 65026'53" E U �* 49.54' ¢ I � s'p moo, locah R=275.00' ti U) o a 6 r) b� L=77.85' 167.99' ACT A q Z O(E' 167.99' (ACTUAL) C I N Z Z co I Lu S52°55'20"W m WG N (D O b 03-14-19 FOUNDATION LOCATION m o O I FOUNDATION AS-CONSTRUCTED SURVEY FOR a 0 �, rn o I UNITS 3-4 UNIT DESIGNATION MAP OF TOWN OF HARVEST POINTE CONDOMINIUM 1 S40052'38" E m m I `" SOUTHOLD FILE NO.:471 D January 09, 2018 S52°55'20"W I '��O �� ED AT � FILEU � CTCHOGUE ,�Q` ®AVID p TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 19.37' — — �- _ _ co oQ S C.T M.DISTRICT 1000.SECTION 102,BLOCK 0100,LOTS 7&8 z W P NELSON & POPE LL W r [ ENGINEERS & SURVEYORS LL SCHOOL HOUSE LANE 0� 0 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 050213 �J� _ _ , '�,_. f _ PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM Lq N® �v DRAWN BY: MH CADD No.:INDIVIDUALSURVEYS SCALE: 00026 I CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF'I I 1"=30' i DATE: 03-27-19 PROJECT NO.: 00026 L4.94�� ,I NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 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 OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE PG ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND • THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH �. ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED O O� SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. (� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS I7 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED IN --N. `v Q GP� AS TOA CURACY,,EXISTENCAE,EXACT LOCATIONND GROUND I,TYPER UUUTILITIES SE,ACTIVE OR INOT NACTIVE (� O .y1 ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN i/nj�• O� �G• O PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED O O LIQ GO 02 TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS.p'P Q O THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP.L N1' y� CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR FURTHER DESIGN %��• "9L O �� ss O�'Q a tS�� aj tp0 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE ;p �J spa O 6' � CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, e0(�LL �? b• n� OSOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS O.\ °j ^` p�,(� OTHER THAN VISIBLE PERMANENT STRUCTURES Zbf 16� 6 CSV iy; ! COPYRIGHT®NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS (9O C'O �\ ryQ RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, O \ G \ y RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITTED O Ct \ gP` \ `A >, IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN GP / `\ PERMISSION OF THE SURVEYOR ,O ..PGv \\ // J\ O ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT rL v SHOWN S ap �5`p CP d 129 .o �o / •��3 „p� S 65°26'53.. E 49.54' ¢ I o s� . L� L 1 } R=275.00' 1` � L=77.85' 167.99' (ACTUAL) Oj I ty OCT 2 1 2019 N � J O Z. o WI W S52°55'20"W �2x-71 y D ra~ >�� S 40052'38" E m ^'' - I � TOWN OF 25.43 I SOUTHOLD S52055'20"W 19.37' 03-1419 FOUNDATION LOCATION FINAL SURVEY FOR 08-08-19 SANITARY AS-BUILT I— UNITS 3-4 UNIT DESIGNATION MAP OF Z W 09-12-19 FINAL SURVEY LL W HARVEST POINTE CONDOMINIUM 1 LL W SCHOOL HOUSE LANE FILE NO.:471 FILED January 09, 2018 0 cl) SITUATED AT f '(E OF f)/F CUTCHOGUE �,� V DqV TOWN OF SOUTHOLD.SUFFOLK COUNTY,NEW YORK oa �� '^ S.0 T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0100,LOTS 3$4 LJ NELSON & POPE m / t ENGINEERS & SURVEYORS Z 2 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 (P� Z i� E• — PHONE(631)427-5665 FAX(631)427-5620 Q 0SOlu5 �O WWW.NELSONPOPE.COM `Q "jw, DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS 00026 IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: 09-16-19 PROJECT NO.: 00026 1 -30' IE I, - �J ° ' NOTES: / THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION f _` 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 OFA LICENSED ` PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN„!TEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING/�\ O O •'� THE NOTATION!ALTERED BY'FOLLOWED BY HIS S GNATURE ANEER OR LAND SURVEYOR SHALLAFFIXTOTHEITEM THHE DATE OF SUCH Oo I ALTERATION,AND A SPECIFIC DESCRIPTION OFTHE ALTERATION 00+ C) ”) ? C QIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED (,/ �O Yli Z,y SELL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY - m NONPHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS U) 4 R'RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 3: 'U) c 0 QjJNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED C' I O QAS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE G OC t (0 b-ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN ` _ ✓✓✓✓ G/ �/ QQ- A U1A < ®� ® Q.AtTAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED -9 Q O �•`R`L,q�•\ O � �,�, N ro � Uj _4''PICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS `�'Pj`2� IF 10 \ ` O IM U (X]fHERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP O. yo Q % 'P F� ^ g OD ` gggggg C;oNSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR �� Gj �Q t�° 9 GPS°• 9� S!_O ® (1I(r7 ® p (y)1RTHER DESIGN S °'p dntG /O �V�� f Yj 16 tJJ -� RFACE UJ f€ OUND SURFACE,OR SUB SU L2��)sc5`��p a �� ONDI�TIONSED MIFANY,INCLUDING BUT NOT PING DOES NOT DEPICT LIMITED TO WETLANDS,WATERCOURSES, a p,0 ,� I �,,^ tT .0 L_-CONDITIONS CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS G/ sly °/2'ys Gy O.\ °j• dl��O s, 4 C.3 o �B'THER THAN VISIBLE PERMANENT STRUCTURES cpm 61/fp ° !y'fDLLL 0 S \ Q Z ILL �OPYRIGHT©NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS /9J� 'fl 1 \ O E)_ C- ESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, G O. \�(P� 19• \ G� \ Z• Q -�O LIJ S,U cy (y �IPECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITTED O > �1N OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN / !\\ GP.` y�� •Xa .r PERMISSION OF THE SURVEYOR G \ cr V 3�Q� ��p'C „pC7 \ '/ aD O Q ro � ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT / Q «� G / \, bb 'b O O U) CC a.. ALL SANITARY PIPING 4'SDR-35,TYPICAL G J Gp�G Alb GO�Q�� `�� " 1�� '! SANITARY SYSTEM AS-BUILT TABLE -"- - � °J 4, s'' STRUCTURE NAME TIE A TIE B S 65°26'53" E I— �t \��3°o °%s 1?4 c� �' V) k; i 0 Fo ul UNITS#3-4 49.54' Q I o `�� a1� I o c \r. �°�s �,�GP 16 ® �- a ST-1 32.5' 52.0' M �oF`�v Q� Q � .I ST-2 35.0' 56.3' R=275.00 cn o`'05 o°Po� �'aal' '� o o ��b° o�ol, LP 26.9 73.0 L=77.85' 167.99' (ACTUAL) ``� �'^ �' a: l -Q O ��( 9 ��. 1 X16 �Q�• g /C -�, I- / ! r ,,�- i coN 32 \\1.6 9 v 9 AT •� �'".:,% '-•1r �.--,,T _-'`t� 'Z. �GJ X00 N p. �J 0 s�0 Q �� O�� L,1 •`-) --'t�=�Ls �L N I w S52°55'20"W ` S 2 o N o I ��Q o ,a��e *, X �s OCT 17 2019 S 40052'38" E m ^'- '= I cf)I M TOWN OF 25.43' �3 SOUTHOLD a� e `—: =_`�_'IS52°55'20"W URvs'q 1,32-0 19.37' _ -- — — --�-- _ _ 03-14-19 FOUNDATION LOCATION SANITARY SURVEY FOR 2019 08-08-19 SANITARY AS BUILT UNITS 3-4 UNIT DESIGNATION MAP OF,- w f HARVEST POINTE CONDOMINIUMs,1_ ;'f ,yLL SCHOOL HOUSE LANEFILE NO.:471 FILED January 09, 2018 (n ,� SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK HEALTH DEPARTMENT REFREN CE NUMBERS &AREA'S S C.T M.DISTRICT 1000,SECTION 10201,BLOCK 0100,LOTS 3&4 UNIT No. HD RREF No. HABITABLE AREAl GARAGE AREA TOTAL GROSS,FLOOR AREA > t NELSON & POPE 3 R-10-17-0057 1,599 S.F. 363 S.F. 1,962 S.F. i - ENGINEERS & SURVEYORS 4 R-10-17-0058 1,599 S.F. 380 S.F. 1,979 S.F. 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 f , PHONE(631)427-5665 FAX(631)427-5620 -- WWW.NELSONPOPE.COM DRAWN BY: NIPCADD No,;INDIVIDUALSUURVE S SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF'I DATE: 08-14-19 PROJECT NO.: 00026 1"=30- DO NOT PROCEED WITH Vl� FRAft7 3 UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. AP ROVED AS NOTED DATE: D- 6 - B.P.# FEE: !7d SU BY: Blower door NOTIFY BUILDING DEPART AT and ductwork 765-1802 8 AM TO 4 PM FOR THE testing required. FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION Must provide Manuals 4. FINAL - CONSTRUCTION MUST D, J and S as per BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE NYS Energy Code REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Fire separation required as per COMPLY WITH ALL CODES OF NYS Code NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF P-201 1141 T)MAW 7a PLUMBER CERTIFICATION SOUTHOLC TOWN PLANNING BOARC ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPAN— Situ �S-TEES SOLDER USED IN WA TE,r,' . . SUPPLY SYSTEM CANNO EXCEED 2/10 OF 1% LEAD. OCCUPANCY OR P "ME3-1'NG USE IS UNLAWFUL ' ,.Alel..-PLUP,�BINGWASTE &,WATER LINES NEED T r � c°vWITHOUT CERTIFICATE ; '1 OF OCCUPANCY ELECTRICAL. INSPECTION REQUIRED DRAINAGE INSPECTIONS ARE REQUIRED All exterior lighting Contact TOS Engineering at 765.1560 before installed,replaced or Backfill,OR Provide Engineer's Certification repaired shall conform the drainage has been installed to Code. to Chapter 172 of the Town Code TRUSS PLACARDING REQUIRED AR FRA ITH TH PP I A R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops Section R316 Foam Plastic TABLE R405.1 rA � ) 7 YORK STATE U (FOR CODE shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Droftstopping shall divide the concealed space into Properties of Soil Classified According to the Unified Soil Classification System Z `i/ 201 N N R316.1 General. The provisions of this section shall govem the materials, design, application, construction and installation of foam plastic materials. ATE CODE SUPPLEME PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017) approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in UNIFIED SOIL 2017 NEYV YORK ST NT ( R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall SOIL CLASSIFICATION VOLUME 2017 N YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE floor-ceiling assemblies under the following circumstances: SOIL DESCRIPTION DRAINAGE FROST IAL EXPANTSIO Z) o bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SYSTEM CHARACTERISTICS POTENTIAL EXPANSION � � U 017 YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOWN AS THE 2016 NYSECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. that the end use will comply with the requirements. sYMBOL 2 NEVY 2016, EFFECTNE OCTOBER 31, 2017) R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U 6 R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal LITTLE OR NO FlNES GOOD Low Low Q �� V � 2016 NYSRC (2015 IRC 2ND PRINTING) barrier of not less than % inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, ❑ V CL � I G R302.13 Fre protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the fallowing apply: LITTLE OR NO FlNES GooD LOw LOW Z t 2016 NYSEC (2015 IECC 2ND PRONG) TITLE 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1265 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GROUP 1 sw WELL GRADLITTLENOR NO F'NREASELLY SANDS, Q N 1) GOOD LOW LOW L = rn SECTION R101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, ~ `__J � v V 4. Wood floor assemblies usin dimensions lumber or structural com osite lumber a ual to or reat than 2 inch b 10 inch. LITTLE OR NO FINES GOOD Low LOW j 0 {�+ > - - g p q g Y 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using a/s � U > c- inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GO MEDIUM LOW tY � E N r s shall a I to the construction, alteration, movement, enlargement, Section R303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW � N _ R101.2 The provisions of the International Residential Code for One and Two Family Dwelling pp y use and occu anc , location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: Gc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low '� N�Z a •- a) ui ment L (n replacement, repair, eq p P Y than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 4 inch. s0 CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low Q x ra C? 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. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U Q W na M 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low ❑ _ L �' 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 the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. GRouP 2 sLIGHr PLAsrfclTY 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, U M illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM CLAYS TO LOW '^ R109.1.5.1 Fre Resistance Rated Construction insp ection. 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 plates on exterior foundation wall to be pressure preservatively treated. J 0L ins ection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum building official shall require an p 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 is applied, or before board or panel joints and fasteners are taped and finished. Section R305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. ren the documentation of elevations re uired in Section R322.1.10 shall be submitted to the building Ceilin Hei ht wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or R109.1.6.1 Elevation documentation. If located in a flood hazard a q 9 9 official rior to the final ins ection. Minimum hei ht. Minimum ceilin hei hts of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. R317.1.1. Feld treatment. Feld-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. p P R305.1 9 9 9 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 Exceptions: contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or Z R202 Definitions: 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 inches by fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. 30 inches at the showerhead. 1667. installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 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 Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according I~_ Mezzanine: An intermediate level or levels between the floor and ceiling of any story. finished floor. ultimate desi n wind s eed 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. n Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the 9 P 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 Vult is 130 m h or renter. of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers � ( ) P 9 shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a Section R406 Foundation Waterproofing and Dampproofing 0 R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where the stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to b'ect to the limitations of this code R406.1 Concrete and masonry foundation dampprooflng. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z ive rovisions. As an alternative to the requirements in Section R301.1, the following standards are permitted su J bottom exposed edge of the glazing is less than 60 inches above the floor. facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a Q R301.1.1 Alternat p II com I with the International Buildin spaces and floors below grade shall be dompproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement and the limitations therein. Where engineered design is used in conjunction with these standards, the design sha p y 9 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. floor to the finished grade using a bituminous coating. V Code. 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 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) door. Section R321 Elevators and Platform Lifts O R406.3.3 Porous FII. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) � 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 R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME t e limits of Section R301 or otherwise not landin s between fli hts of stairs and ram s shall be considered to be a hazardous location. heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. � R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding h walking surface of stairways, g g P A17.1/CSA B44. conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exceptions: The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. O m demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 2, Glazing 36 inches or more measured horizontally from the walking surface. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. (�� P R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder ❑ \J C) system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and arts thereof, included in the Section R322 Flood Resistant Construction material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of scope of this code. Section R310 Emergency Escape and Rescue Openings AT LEAST ONE EMERGENCY ESCAPE AND 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. � T � i the ultimate desi n wind UNFlNISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16' by 24". �'�"1 R301.2.1 Wind design criteria. Buildings and portions thereof shall .2 constructed in accordance with the wind provisions of this code us ng 9 RESCUE OPENING PER SECTION R310. (Egress window & window well) speed in Table R301.2(1) as determined from Figure R301.2(4)A. and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 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. R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood 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 excluding any unfinished flood-resistant structural panels as specified in Section 503.2. Freblocking shall be of any grade lumber. TABLE R301.2(1) Window sill hei ht. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the �� CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.2 9 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. 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. it Mean 'e ion and width of not less than 36 mechanical lumbin and electricals stems. Electricals stems a ui ment and corn onents; heatin , ventilatin , air conditionin lumbin R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches on GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER A q p J p g y y q p P 9 9 9 P 9 O 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 ro ct R 322.1.6 Protection of DESIGN UNDERLAYMENT Freezing Annual indow well shall allow the emer enc esca a and rescue o ening to be fully opened. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or masonry or concrete except where supported by the use of approved joist hangers. �+ SNOW SPEED Topographical Special Wind DESIGN FROST LINE TERMITE DECAY HAZARDS inches. The area of thew 9 Y P P 1� W CATEGORY WEATHERING EPTH TEMP REQUIRED Index Temp indow wells with a vertical de th reater 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 attachment to band or rim joist. F- LOAD (mph) Effects Wind bourne 0 R310.2.3.1 Ladder and steps. W P 9 adders or runs shall have an inside width of not less than 12 inches, shall project not less than 3 inches from the Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, W Region Debris window in the fully open position. L g zone 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 prohibited except where permitted by the manufacturers recommendations or as shown on these all be desi ned for ro er drains e b connectin to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. ❑ . B SEVERE 36" MODERATE SLIGHT TO gr Yes X 1500 R310.2.3.2 Drainage. Window wells sh g P P 9 Y 9 effects of buo anc , durin the occurrence of floodin to the desi n flood elevation in accordance with ASCE24. Electrical wirin s stems are ermitted 9 9 pp g g p p p y g g 20 130 NO ( ) TO HEAVY MODERATE Degrees an approved alternative method. Y Y 9 9 9 9 Y P R502.11.1 Wood Truss Desi n. Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re aced b are istered truss desi n m to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. rofessional where re uired b the statues of the urisdiction in which the ro ect is to be constructed. Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with P q • Y J P 1 R301.2.1.4 Exposure category. the United Soil Classification System, Group I soils, as detailed in Table R405.1. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate ❑ �..T4 O 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings Hallwa s: min. 36' clear width. infiltration of flood waters into the system in accordance with the plumbing provisions of this code. R311.6 y Section R506 Concrete Floors (On Ground) or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the R506.1 Concrete slab on grades to be min 3-1/2 inches thick. tendin more than 1500 feet. Ex osure D extends downwind R311.7 Stairways elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 2. Ex osure C. Open terrain with scattered obstructions (having a height less than 30 feet ex g P clear width at all oints above the ermitted handrail hei ht and below the required headroom height. R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing P R311.7.1 Width. Stairways shall be not less than 36 inches In p P 9 600 feet from the partially obstructed area. Includes flint open country and grassland. R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: 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, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. tructed areas ex osed to wind flowin over o en water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 re rovided on 1. Be used solely for parking of vehicles, building access or storage. U 3. Exposure D. Flat, unobs p 9 P includin treads and landings, shall be not less than 31 � inches where a handrail is installed on one side of 27 inches where handrails a p Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I feet from the unobstructed area. 9 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: � both sides. according to the United Soil Classification System in accordance with Table R405.1. 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 P ( ) P Y Y PP P 1 PP P II unsu orted R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. on the exterior of the enclosure walls. R506.2.3 Va or retarder. A 6-mil 0.006 inch of eth lene ora roved va or retarder with joints la ed not less than 6 inches shall be laced between F- R301.3 Sto Hei ht. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the latera y pp - " be ween floor levels or landin s. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, Q ry 9 an 147 inches 12 3 t bearin wall stud hei ht rmitted b Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder th ( ) g R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: 9 g � y utility buildings and other unheated accessory structures. � provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. 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 r , Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. V i n I Buildin Code. ' ches shall be rovided on stairwa s with solid risers. flood elevation, each area shall have openings. ~ resist wind loads shall be in accordance with the Internato a g R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X in p Y 2. The bottom of each o enin shall be not more than 1 foot above the hi her of the final interior rade or floor and the finished exterior rade Section all b Wood Wall Framing Z P 9 9 9 9 W i les R602.3 1 throw h R602.3 4, all sheathin 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 w th Tab ( ) g ( ) W g � R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common shall be fastened direct) to framin members and shall confirm to the re uirements of Table R602.3 3 Z) wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311.7.8.2 Continuity Handrails for stairways shall be continuous for the full length of the flight. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this Y 9 q 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 4 throw h 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 installations shall be in accordance with Chapters 3 g accordance with Sec tion 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 1. Where a fire s rinkler s stem in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 24� inches. Each tread shall have a depth of not less than 6� 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 ase p y floor elevation plus 1 foot or the design flood elevation, whichever is higher. 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. 2, Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. assembly tested in accordance with ASTM E 119 or UL 263. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 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 TABLE R602.3(11 FASTENING SCHEDULE 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 TABLE R302.1(1) R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION T IN (a,b,c,d) 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 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 BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR 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 located. FlRE-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 R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL H WALLS NOT FIREI RESISTANCE RATED 25 feet following: R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened columns and posts. OVER PARTITIONS position. Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL TABLE R302.1(2) S 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 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 1 OD EACH FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLER 3. 0 erable windows that are rovided with window o enin control devices that com I with Section R312.2.2. p P P 9 P Y enclosed space is not greater than 10 percent of the mezzanine area. 6. RAFTER OR ROOF TRUSS TO PLATE MINIMUM MINIMUM FIRE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 7. R00 ERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. RAFTERS WALLS NOT FIRE-RESISTANCE RATED 3 feet TWO 16D COMMON. END NAIL Section R313 Automatic Fre Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL R302.2.1 Continui 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 Z deck or slab. The fire-resistance rating shall extend fine full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL o assessor structures. R313,1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL > R302.2.2 Parapets for townhouses. 13D. 1. The parapet shall exte nd not less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES TO TOP PLATE 161 COMMON ® 16"0/C FACE NAIL uired in the recedin two) cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 16D A COMMON (24 MIN LAP SPICE EACH SIDE OF JOI FACE NAIL Exception: A parapet is not req p g Q 90 and the roof deckin or sheatlhin 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 NEPA 13D Section R403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 2-1 D T 16". FACE NAIL N ASTM E 108 or UL 7 9 9 T e X sum board is installed direct) beneath the roof decking or sheathing, supported by not less R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL each side of the wall or walls or one layer of 5/8 inch yp gyp Y Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s on soil that consists rimaril of cls or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END 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 y y g p p g g P 9 P Y Y walls and an o enin s or enetrations 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. y P 9 P FOUR 8D COMMON. TOE NAIL is not re uired 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 R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 3. A parapet q J lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment 17. TOP PLATES, LAPS AT CORNERS I INTERSECTION THREE COMM FACE NAIL rating. The wall shall be rated for exposure from both sides. 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE SD COMMON. TOE NAIL R302.2.4 Structural independence. Each individual townhouse shall) id structurally independent. Section R314 Smoke Alarms 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment Z W R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL W Exceptions: R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 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 2 CD 1. Foundations supporting exterior walls or common walls. R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 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 LEOGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL m 5. Townhouses separated by a common wall as provided iin Section R302.2, Item 1 or 2 2034, isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and -•J o R302.3 Two-famil dwellin s. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour R314.3 Location. Smoke alarms shall be installed in the following locations. 9 P P 8D COMMON (ROOF) 12"o/c at interior W LU Y 9 emblies shall extend to and be R 403.1.6 foundation Anchors e: Wood sole lates at exterior walls on slabs and all wood foundation wall sill lates shall be anchored with inch diameter ROOF, AND WALL SHEATHING TO FRAMING fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fre-resistance-rated floor/ceiling and wall ass 1. In each sleeping room. 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 8D COMMON (SUBFLOOR) supports (see note f) W W � ti ht a ainst the exterior wall, and wall assemblies shalll extend from the foundation to the underside of the roof sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and I� 9 9 h b or shower. ermites. - r i n eathin U Exceptions: 4. Smoke alarms shall be installed not fess than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bat to located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and t a. All nails are smooth common, box or deformed shanks except where otherwise stated. Nails used for f am ng a d sh g Z ance ratio of hour shall be ermitted) in buildin s equipped throughout with an automatic sprinkler system installed in accordance with NFPA R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), O 1.A fire resist g P 9 13, a location required by Section R314.3. TABLE R404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. � 4 emblies are re uired to be fire-resistance rated b Section R302.3, the supporting construction of such assemblies i i smoke alarms shall not be installed less than 20 feet 6096 mm) horizontally from a permanently installed cooking appliance. R302.3.1 Supporting construction. Where floor ass q Y 1, lonzaton ( Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically W shall have an equal or greater fire-resistance rating. - evice. 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 f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance fromridges, eaves and gable end ❑ �r R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self closing d cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. from garage into habitable space: re min. fire rated with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ nstructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) Duct Penetration. Ducts in the arae and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be co R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 R302.5.2 9 9 4. R 314.4 Interconnection. Where more than one smoke alarm is re uired to be installed within an individual dwellin unit in accordance with Section q 9 <_B ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY = No. 26 a e sheet steel or other approved material and shall not have openings into the garage. cted in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwellin unit. 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: iii 9 9 R314.3, the alarm devices shall be conne 9 AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY R302.6 Dwellin - arage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. U 9 g Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, � � 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 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY Section R315 Carbon Monoxide Alarms >8 2X6 2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when 0 i AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY U a] perpendicular to the adjacent dwelling unit wall. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z inch t e X sum board on ora a side, 1 2 inch t e X gypsum board on opposite wall side at habitable areas. R315.1 General. Carbon monoxide alarms shall comply with Section R315. R302.6 Garage walls: 5/8 yp gyp 9 9 / YP 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 comers and intersections with bearing w J R302.6 Garage ceiling: 5/8 type X gypsum board partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less Z g ¢ ifi ation of not reater than 200. R30.9.2: Wall & Ceilin accordance with UL 2034 and UL 217. 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. ( 0 0 W R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall d4c ceiling finishes shall have a flame spread class c 9 9 R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. ' ' reater than 450. '' MINIMUM VERTICAL REINFORCEMENT BAR R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for finishes shall have a smoke developed index of not g R315.2.1 New construction• For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist. R302.11 Fre blocking shall be provided in wood-framed construction in the following locations: SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate or stn ered studs as follows: 1. The dwelling unit contains a fuel fired appliance. I N SOIL PRESSURE OF framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails IST 1. In concealed spaces of stud walls and partitions, inicluding furred spaces and parallel rows of studs gg DES G LATERAL 1.1 Vertically at the ceiling and floor levels. 2. The dwelling unit has on attached garage with an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) R� FR WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH �Q (FEET) (FEET) Do not backfill with any soil containing silt or clay. y. G� N Rp?`, 1.2 Horizontally at intervals not exceeding 10 feet. 2. At interconnections between concealed vertical and (horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 915.2.3.1 One Family Dwellings. WALL THICKNEss (INCHES) i �� 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. a to t2 i e at ceilin and floor level with an a roved material to resist the free passage of flame and 8 7 NR NR NR W y / i 'T` j\ < _ 4. At openings around vents, pipes, ducts, cables and w r s g pp products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. s 8 5 ® 41 NR NR 1.; � 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide 10 s s ® 4t 5 ® 22 NR �� m rn 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. = ,y 4J2 z 6. Fre blockin of cornices of atwo-family dwelling is required at the line of dwelling unit separation. �� ,.w.J � y 9 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. ❑ ''' " 1p °it R302.11.1 Freblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 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 % inch. ��` 2. Two thicknesses of 1' nominal lumber with broken lap joints. occupancy Groups: E, I-2 (except hospitals), I-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. O O O 3 5. One half inch gypsum board. Q 6. One quarter inch cement based millboard. T T D F�� D !�T W 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. v NITS 3 (MOD IEEE 1 ) & � SHEET NUMBER 4 MODEL B - 1 ( W ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS IDENTIFICATION SIGN U) ^ 1 Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: W 141101.11.1 (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. W ULTIMATE DESIGN slob-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the de degradation of the insulation's thermal erformance. PART CONS RESIDENTIAL STRUCTURES WITH TRUSS MINIMUM NAIL PANEL NAIL WIND SPEED v ult 9 9P 9 P 9 P 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD ;__1 E SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND OR TIMBER CONSTRUCTION 2 MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or o hot water storage tank is installed in a location where water leakage from the tank will cause D 8 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 damage, the tank shall be installed in a pan constructed of one of the following: WIND EXPOSURE 6" DIA. U a' SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED 3 1. Galvanized steel or aluminum of not less than 0.0236 inch 0 6010 mm In thickness. O "�'� .. (INCHES) PANEL SPAN (INCHES) ( ' ) U RATING (INCHES O.C.) (INCHES O.C.) ( ) PANTONE (PMS) #187 V a) B C D TABLE 141102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch 0.9 mm in thickness. Z r 8d 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. r1 1 � ` COMMON `�/ 0) CID CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agar-fired water heater. R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top ZONE n FA TOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE do SPACE H- .�� can story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL Section U101 Scope z EFLECTIVE � N .>o- rn R-VALUE practice. 4 ExcEPr U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. Cg_� RWHITE .6-0 �N>= MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 " F_ _ y Z R802.11 Rafter or truss uplift force. Section U102 General Definitions 1/4" Z L o7.- a, 141102.2.2 R402.2.2 Ceilin s without attics aces. Where section N1102.2 would re uire insulation levels above R-30 and the desi n of the roof ceilin assembl does U X C M For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B ( ) 9 P q 9 / g Y Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/2'� OU Q o m v Span (ft) 12 18 24 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of photovoltaic or solar thermal system. 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. TRUSS IDENTIFICATION SIGN STROKE � v, COMPLIANCE WITH 19 NYCRR 1264 ❑ = r 00 Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6"IN U cn R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN W Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. and shall penetrate the wood not less than 5/8 inch. P P P P q 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 PANTONE P4 (D R1102.1.2 based on the applicable climate zone specified in Chapter 3. areas as required b the International Fire Code. New multiple single-family dwellingtownhouses three stories or less in height above rade lane and with MATCHING SYSTEM(PMS)/187. a„ R702.4 Ceramic Tile. N1102.2.8 R402.2.8 Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. q Y P g Y (townhouses) 9 9 P Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, ( ) 9 �' P g a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have asolar-ready zone area of not less than 150 square feet SECTION 1265.4.SIGN OR SYMBOL R702.4.2 Back N1102.2.9 R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the to of the basement wall down to 10 feet 3048 mm THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturers recommendations. ( ) P ( ) (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 of access or set back areas as required by the International Fire Code. TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT. IS AFFIXING THE SIGN OR TABLE R702.4.2 is insulated in accordance with Section N1102.1.2 and N1102,2.8. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY Backer Board MaterialsU 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 THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL 141102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting 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 EXTERIOR MATERIAL STANDARD doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE GLASS MAT GYPSUM BACKING PANEL ASTM c t 176 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 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 01111CATE O NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C location or main circuit location. OCCUPANCY OR A CERTIFICATE OF COMPLIANCE I_NONASBESTOS FIBER MAT REINFORCED CEMENTITIC)US BACKER UNITS ASTM C 1325 WOOD ROOF TRUSS SPECIFICATIONS: U TABLE R703.8.1 E 3901.7 Outdoor outlets, A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. 0 Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet MM 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_ SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: (/)a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) Z 13x3x1/4 6'-0' 1 4'-6" 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) O L4x3x1/4 B'-o" 5'-0" 4'-6" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. L5x3.5x5/16 1o'-0" e'-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 160.50/4 14'-0" 9'-6" 7'-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) O BE SEALED. LL Ln WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF � 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 D(POSURE CATEGORY B. Z rn 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 V J ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: E]DOORS SEALED. R703.12.1 Clearances. INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, r---. 1. Minimum of f 4 inches (102 mm) above the earth exterior stud walls, adhered masonry veneer shall be installed: RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER DESIGN LOADS: BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. w R703.12.2 Flashingat foundation. A corrosion-resistant screed or flaishin of a minimum 0.019 inch 0.48 mm Or 26 gage galvanized or plastic With a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION g ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FORTABLE R301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF 1� vertical attachment flange of 3 % 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: L/360 OR .75". ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: ALLOWABLE TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fre 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) STRUCTURAL MEMBER FOLLOWING INFORMATION: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION 1. DEPTH, SLOPE (IF ANY), SPAN,AND SPACING. FFF---111 >_4 feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS �-� 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. Exception: Walls perpendicular to the line used to determine the fire separation distance. THE DRYWALL 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 / FLOORS: 40 PSF TOwith no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. 0 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 EXTERIOR WALL ON FROM AIR EASHOWERS AND ETUBS,EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM BALCONIES AND DECKS: 40 PSF P / 4.2. TOP CHORD DEAEDLLLOAD. SNOW LOAD. 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 Interior Walls and partitions H 180 ^ . anchored b the use of two 10d nails at eve wood Stud spacing. Install flashing and Wee holes. The maximum height of the brick veneer above the lintel ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF 4.3. BOTTOM CHORD WE LOAD, F- I"�'y �,.7..� y every9 P g I i ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF Floors and ceilings W/ brittle finish L/360 4.4. BOTTOM CHORD DEAD LOAD. W shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPUCATION. h the supporting wall studs with corrosion resistant metal ties embedded in mortar or rout and extending into the 141102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and 4.6. CONTROLLING WIND LOADS. p �1 �:) R703.8.4 Masonry veneer shall be anchored to the th pp g 9 Exterior walls with plaster or stucco finish L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested ULTIMATE DESIGN WIND SPEED: 13o MPH FROM FIGURE R3ot.2(4)A Mveneer 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 CA /1 • = it 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 .J 8d common nail. A p 9 PP q 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ P y y housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. spaced not more than 32" on center horizontal) and 24 inches on center vertically. 9 g g' ( P O d beneath the first course of mason above finished round level above the foundation wall or slab and at other points of support., C402,4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R301.2.2) R703.8.5 Flashing shall be locate b masonry g Lintels su ortin mason veneer L 600 B. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 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,o00PSF Per TABLE R401.4.1 PP 9 rY / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPUCES. > �-� R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR WE 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. P 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. Z) not less than 5 feet from foundation walls or to an approved drainage system. N 1103.1.1 R403.1.1 Programmable thermostat. The thermostat controlling the rima heatingor cooling system of the dwellingunit shall be capable of controlling TABLE R301.2 2 WOOD FLOOR TRUSS SPECIFICATIONS: H R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. ( ) 9 9 primary 9 y P 9 ( ) WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING H g P 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: R802.3 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 89F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures CODE. U 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: H U At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall Zone) as follows: D (EQUATION 16-8) rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall 130 MPH ULTIMATE 140 MPH ULTIMATE D + L (EQUATION 16-9) W 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. 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 SO.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = WE LOAD, U R802.3.1 Where ceiling joists or rafter ties are not provided, the riidge formed by these rafters shall be supported by a wall or girder designed in accordance with 141 103.3.1 (R403.3.1) Insulation (Presc(ptive). 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 SHAl1 BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O accepted engineering practices. R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4 -22.0 +20.24-26.0 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. LL = PSE, TCDL = 10 PSE, AND BCDL = 5 PSF timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are ( ) 9 ( ) 50 S.F. +16.3 -20.0 +19.0 -23.0 TRUSSES SHALL HAVE A MAXIMUM WE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". 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 / on nominal dimensions shall be supported lateral) b solid N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based PP Y Y Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. FOLLOWING INFORMATION: adjustment coefficient in Table R301.2(3). 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'-O" and doubled over 4'-O" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additionaljoint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. joist spans of 6'-0" and greater, 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. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.1. TOP CHORD LNE LOAD SNOW LOAD. 4.2. TOP CHORD DEAD LOAD.. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAC. N1103.4 R403.4 Mechanicals stem piping insulation Mandato Mechanicals stem piping capable of carrying fluids above 10TF 41'C or below 55'F 13'C shall 4.4. BOTTOM CHORD DEAD LOAD. Lii ( ) y P P 9 ( ry) y P i 9 P 9 ( ) ( ) A B B R EV ATI 0 N S 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ~ 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 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 space shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A.B. ANCHOR BOLT D.S. . ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. . DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS 6. EACH REACTION FORCE AND DIRECTION. be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. A.F.F. ABOVE FINISH FLOOR 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY p g DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 141103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE EACH LVR. LOWER RING RANGE LOCATED RELATIVE TO THE JOINT INTERFACE, USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section R807 Attic Access Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ABOVE FINISH TREAD . LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ALUM. ALUMINUM E J EXPANSION JOINT L.T. LAUNDRY TUB R.O.ROROUGH OPENING 1 CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPUCES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 ELEC. ELECTRICAL RISER 10. DEFLECTION RATIO FOR LIVE 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 Mme• MASONRY ELEV. ELEVATION RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. framing members to the underside of the roof framing members. Section 141104 (R404) Electrical Power and Lighting Systems A ANGLE MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. The rough-framed opening shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a hallwayor other readilyN1104.1 R404.1 Li htin and equipment Mandato Not less than 75 percent of the lams in permanently installed lighting fixtures shall ARCH. ARCHITECTURAL EQ EQUAL S.C. SAWCUT MAX. MAXIMUM EQUIP 9 P 9 Y ( y ) ( ) 9 g (Mandatory). P p P Y 9 9 ® AT Q EQUIPMENT MDO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC • DRAFfSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE Is USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING ASSEMBLY, DRAFTSTOPs SHALL BE accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. 6 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 SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEIUNG MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEIUNG ASSEMBLIES UNDER THE O access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BL BOARD MIN. MINIMUM SHT. BLDG. BUILDING EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: co Section M1305 A liance Access M.D. MASONRY OPENINGTAINLESS STEEL located in attics. PP BM BEAM S.S.ggMI C - - w M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F/C FLOOR COVERING CHANGE MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. STRUCT. STRUCTURAL R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING FDN. FOUNDATION NTS NOT IN CONTRACT SUSPENSION Co jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C service an appliance. SQ. BRK BRICK ( ) NOT TO SCALE SGD SLIDING GLASS DOOR TYPICAL ROOF & FLOOR TRUSS NOTES: N FUR. FLOOR roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE SQ. SQUARE * o 9 O.C. ON CENTER TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL cv R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured CENTER LINE F.R. FIRE RATED TB TOWEL BAR P photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK, tested, listed and identified with a fire classification in mccordance with UL 1703. Class A, B or C p p 9 P 9 Y P 9 PP FRM FRAME OPNG. OPENING T & G TONGUE AND GROVE = TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO C J. CONTROL JOINT jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET TGS TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. COL. COLUMN OPT. OPTIONAL TOP OF FOUNDATION WALL R 903.2.1 Exposed wall flashing required to have akick-out where the save of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. CNC. CONCRETE FTG FOOTING O.S.B. ORIENTED STRAND BOARD TFW TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND manufacturer's specifications, to maintain product warranty. Car 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. TYP TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE F- R 905.1.2 An ice barrier/ water shield shall be installed per ma p p y Carry COND. CONDITION GAUGE OZ• OUNCE T TREAD LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCSI GUIDE TO GOOD PRACTICE FOR Z 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. GALVANIZED ( ) W labeled in accordance with UL2158A. Exhaust duct size shall cam with code section M1506. CONT. CONTINUOUS 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less Ph CONST. CONSTRUCTION G.C. GENERAL CONTRACTOR ONE SHELF TRPL TRIPLE * � 0 M 1506 Exhaust openings: A minimum clearance of 3'-O' is required between air exhaust terminations and openings into the building. GEN. GENERAL 1/S TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPUCED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL CL than 4:12, entire roof to receive ice & water shield. CTSK. COUNTERSUNK PC POURED CONCRETE • THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O O m R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof M1507.4 Minimum required local exhaust rates for one & two family homes. GYP. GYPSUM C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. ---I G.L. PBD. PARTICLE BOARD 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. CANT. CANTILEVER GLUE LAMPL. PLATE W w C.T. CERAMIC TILE VERT, 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. HGT. HEIGHT PNL. PANEL VERTICAL W w � R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING HDWR. HARDWARE V.I.F. VERIFY IN FIELD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: I� LU o P 9 9 PP g HDWR. PWD. PLYWOOD gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than C.M. CROWN MOULD HORIZONTAL,HORIZONTALLY W WASHER C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED W/ WITH 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 framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates HR. HOUR PR. PAIR WD. WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. O_ 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. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. � 4 R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB HOSE BIB PSI POUNDS PER SQ. IN, WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. W9 " 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 I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW / WINDOW 5. All applicable state & local codes, ordinances and regulations if any. 0 or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. DIA. DIAMETER 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 manufacturer's specifications and or ❑ the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) DIR. DIRECTION INSUL. INSULATION QUAD. QUADRUPLE P P P / provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be DN DOWN recommendations. 02426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of 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 � provided in accordance with Section R703.7.2.2. DR. DOOR iii 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, � � R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISH WASHER RMS. ROOMS 1 02427.8 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 CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. I- 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 and extend u back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof 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 KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m P level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall w deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening promptly report it to the architect for proper adjustment before proceeding with the work. aq aq over the drip edge along eaves and under the drip edge along rake edges. into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent termination clearance. Z 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the some character as for similar Z o o 0 GRAPHICSYMBOLS conditions that are shown or noted elsewhere on the construction document set. R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 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 manufacturer's and supplier's recommended W STRUCTURAL CALC. REFERENCE installation procedures, 4 AEGIS �I,� R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less 13. The architect has not been retained to perform framing inspections and or field inspection. The architect is therefore not responsible for an and all conflicts U �,�EN Og`� C than 3 feet above the highest point where the chimney passes through the roof. Section 02439 (614) Clothes Dryer Exhaust XX � P 9 P / P P y ., 4� DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. I-- ro 02439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all Q Y; 2 n n Section R1004 Facto Built Fireplaces XX c.> PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGIULATIONS"), 8 NYCRR 69.5, ENTITLED , ,,,r;,=. ti ry- p FLOOR FINISH CHANGE "SEALS", AN ARCHITECT WHO SEALS PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A r ,,,,. � 004.1 Facto built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory other systems and shall convey the moisture and any products of combustion to the outside of the building. ,� R 1 Factory p 02439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust built fireplaces shall be tested in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. 2 I °^'' ��: m FT R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. O DOOR / HARDWARE TYPE U m '� n system has been specifically tested, listed and labeled for such use in accordance with UL 127. y R 1006.1 Facto built or mason fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings ;XX _ _ _ XX BUILDING SECTION O� ., is mechanical) ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607,1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed ❑ `1N/ %� Factory y masonry P p p P P 9 PP P 9 PP 9 PP XX XX YAR 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 Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. � B NUMBER 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 cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet, (28 1`112) throughout 2 O 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W thickness and installed R-value shall be listed on certification provided by the insulation installer. UNITS 3 (MODEL D) & 2 SHEET NUMBER Q -1 2 Z "I 0 W 4 (MODEL B - 1 ) W . - . I I I 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I. WHEN NOT ALIGNED WITH RAFTER, U) ^ , ROOF FRAMING 66-W X 1A"MN. CONNECT KING STUDS TO TOP PLATE Z WRAP 1-1/4"X22 GA.6ALV.COIL 5TRAP x4 OR 2xb IJU 65 20 X zk"MN AT AO ToeQJ6EAM PAP, RS OVER TOP OF TOP PLATE AND MAIL CRIPPLE 5TUD5 ATTACH TO FA0 PAR 2x AGQ LEDGER W/2-3/8"x5" LAG 0 OF OPPOSN6 1�S R&T RAFTER. BOLT5® Ib"Or, INTO STUDS DBL TOP PLATE I6 O.G. C) m ROOF RAFTER, c RJVJ ,4 6EE PIAN 2X BLOCKIN6 0 V C 51MP50N STRONG-TIE A35 ® EVERY RR AT 2 END BAY5 2X4 STUD WALL OR z V CEILING J015T OR W s�,SBA� n � o v L_ Q) o `'�"• N`STS ` STRONG o - - 51MP5ON 5TRONG-TIE TRU55 BOTTOM CHORD 51MP50N H2 GONNEGTOR®EA. '� l V '�'� -TE 1125 TE hb RAFTER TD STUD AND KIN65 i' � I'-"I U •L N •- °' 51MP50N STRONG-TIE H2 812 NAILS RDEP STRAPS SI1A11 CE ATTAGt�TO FAGFI PAR GF OPP051N6 HtAFTFRS, ALTERNATE TO RIDGE STRAP: Hi3 ® EVERY RR NP 8d NAILS TYP. :HtDEf SIKHS ARE NOP RPQIIRED WHEN COLLAR TES 02 PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) NOMINAL P OR 2XA LLMITR ARE L06ATEP N TSE LPPER THIRD OF TtE UPPER THIRD OF THE ATTIC SPACE L V � N } FOR USE V�BfN STUDS AND USE IN COMBINATION ONLY WHEN STUDS AND ATTIC SPADE AND ATTAOt®TO EAOtt PAR LP RAFTERS W/A�Od MALS W/4-IOd AT EACH RAFTER) 05-22 STRAP AT (! -L C)Z - 'RAFrERS ALIGN 'RAFTERS DO NOT AL116N EACH STUD,SEE Z • L5U26 FOR 2x6 RR DETAIL 4 � ESRC) L �� '� M V T L5028 FOR 2x8,2x10,OR 2x12 0 d N FRAMED OPEN Zr, ❑ U _ � 00 OR WIN�I DR U v; P DETAIL -RIDGE 5TRAP DETAILEVERY _ 2x4OR26, E OR DOOR 0 M -R I DC E 5TRA / LU2MS a EVERYCJ N�TIE STUDS® Ib O.G. NO 5PEGIAL FT M (FOR CATH.CL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) 2x ACO LEDGER W/3/8"x5" LAG C,ONNEGTORS REQ 0_ t MN (�)N.TS. LOCATE AT EVI=RYYLAFTgR // N.TS. LOCATE AT EVERY RAFTER BOLT® Vol' Or, INTO STUDS ■X 22 GA. eo I r. 6AALL.V.,SEEDETAIL4/01.ALL 5TRAPPIN6 - - IN THIS AREA 3 F- SIMIWN STRONS SI PSON 5TRON6 =rE LT5 TE u y� GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. - SI P50N 5171W W NAILS ri? 3"IOD MAY DE M F APPI" PORG H O O �`OR HIZ 1�"5TH // �NT RA�PP 11�1C-7 DETAIL DETAIL AT ATTIC o BD NAILS TYP. USE IN COMBINATION ONLY I^8-IETI STUDS AND � I N.TS. FOR U5E WHEN STUDS AND NOT ALIGN STRAPPING TO RUN ONTO RIM J015T,5EE F- RP" S ALIGN DETAIL q/DI(ONE 5TORY)OR ONTO STUD U AT WALL BELOW(TWO 5TORY) \ o 8001= RAFTER HURRI GANG TIE S" \, QN.T-5. LOCATED AT EVERY ROOF RAFTER \ • • •• ATTIG G \ ° 5TRAPP 1 NO DETAIL 0 ° 5�P5oN P05T I2 FOR FRAME GONNEGTI ONS 0 Ln LL ° 115E ff4q�-A AT ENDS DI N.T.S. OWCAW M 2ND FLOOR / PRRIE P z 4-Ibd FACE NAILS FROM STRAP �kz)1x PROVIDE 3"X3r(i,"X3"WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER SECURED BY WOOD 5ILL PLATES. ON�T. COLUMN POST TOP ANGSTRAP START NAILS THREADED ROD W/5IMP50N PA13 OR 55 AWASHER PLNCHOR ATE MAY BE USED IN LIEU of w tTD LEN6T11 / . . L.OGAT7= AT EVERY GOLUMW 6FRD15R CONNECTION H/Z"LP FROMPROVIDE 3 Xb X036 BALD.STEL PLATE W/RATE W 12"MNL / STID 6-812 N1All5 AT CORNERS AND INTERSECTING (4)NAILS MR IN i � �� 12-612 NAILS AT BUTT JOINTS�iN 5TRAIeW 51MP50N L5TAI2 STRAP W/ �"�yTH(Typ) �- -NO NAILS KALLS 51ry6LB PLATE OR HEADER 5-I00 NAILS EACH END AT am SPAN \ I � ONE AT SPANS IF TO b FEET ~� � 24'MINIMUM LAP SPLICE ro 2X6 KING STUDS N.ONJ: EACH JACK STUD O cur L�Th NAILS 5/8"� A301 ROD THREADED b"BOTH END5. THREE FOR 5PAN5 12 TO Ib FEET 2X6 JACK STUDS N.O.N): .. TWD FOR SPANS 6 TO 12 FEET 3/4"AND I"ROD AT 51HP50N STEEL 5TRON6 WALL,5EE PLAN5 12-160 MIN.NAILS ONE AT 5PAN5<b' AWE MN.EW BOTTOM AT ALL SPLICES TWO AT 5PAN5 FROM V TO 12' W I>ISTANIOP c, ,/a" IST FLOOR ' NAILS THREE AT 5PAN5>12' �� SIMPSON POST BASE � " " UNLESS NOTED OTHERWISE ON PLAN Q AIMP5W44 OR ABUbb,SEE PLAN 2X3/a X3 WA5HER PL W/NUT EACH 51DE (4)NAILS MR M 05-22 COIL STRAP I UPPER STORY SHEAR a"LENGTH M.) 1 - WALL TO 61RDEREXTERIOR WALL ALTERNATE ANCHOR BOLT DETAIL @ W FLOOR TO FLOOR TIES I l BELOW GONNEGTION 1n•m HOOKED ANCHOR BOLT NV T" EOR SET BACK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER GONNEGTION (�(�N LOCATED AT EVERY STUD I `\ OUND AST I ON@=N=Tf I NTS. NTS. I6 N.T.S. U MINIMUM EMBEDMENT OR EXPAN510N I NOTE- COL OTE \ BOLT W/5'MINIMUM EMBEDMENT 00L 5TRM5 LNpER SVnft PROVDE:Sd 60MtYtON(ON x 15"1 )NAILS. I \ bOL 5TRAM M 61URM PRNM Idd alfa(0151 x 9'LONG)NAILS. I \ `\ GOLUMN POST BOTTOM ANCHOR ` �(o N•TS• LOCATE AT EVERY GOLUMW&IRVM CONNECTION ,_ A ALLOWABLE HOLES - �812 NAIL®6 0/G AT ALL PANEL EDGES " LVL Headers and Beams `� U TO nAT VAl1EY:l"Gc IBD NAIL® 24 0/G Z 1(6°OSB OR PLYWOOD ��wfLH�s rc�NUID HIP RAFTER, IbD NAIL®24"0/G Microllame LVL Rc 51MP50N HGP HIP 5EE PLAN INTERIOR SHEATHING 1.3E TimberStrande and D I (A)NAILS MR N CORNER TIE LSL hole zone hole Izolargest PSL 2 xUest hole diameterofthe ) Y3 depth 0 NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT I t2"LJ LOTH" WALL RETURN I5'PROVIDED AT ENDS OF L BRACED WALL LINE THE 800 HOLD"MAY I " - _ BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'MtNIMJM 11"LENGTH(MN) SD NAIL®b"016 - 51DF-1 G5 22 STRAPS PER DETAIL 4 IN LIEU OF I 51MP50N BP WASHER ```J ° o AT ALL PANEL ED6E5 INFERIOR E - - - 1 NAIL SHEATHING TO o EXTERIOR GYPSUM BOARD o o 0 LSTA3b STRAPS SHOW IN THE DETAIL. I SILL PLATE W/8d 2X ACQ SILL PLATE. DOUBLE NAILS 0 4'0/G 5111 AT FULL BA5EMEM5 5/8 DIA.STEEL ANCHOR NAIL12' ALL MI Parlal am®PSL and J ,'MINIMUM BOLTS MAX.2'-8'O.G.. - - - - - ZWK 6 ww T RCM BMEMBER5 NOT AT PA EDGES EMBEDMENT EXTEND BOLTS MIN.T'INTO G5 22 COIL STRAP allowed hole zone FON.WITH T16HTENM NUT t middle Y3 span Yx 3'WASHER TO EACH BOLT. (2)2 x 6 A6q 6I P50N LTP4 PLATE NALM TO sirs M COL sTww 15/32'055 OR IN51DE CORNER OUTSIDE CORNER PROVIDE TERMM SHIELD 5ILL SILL PLATE AT Wh KAMM MfK PLYWOOD 5HEATHIN6 d 1.3E TimberStrande LSL allowed hole zone d L5TA36 W/10 IOd NAlILS4 GOHTfINlVOUS BAR SEAL AND MAINTAIN 8'MIN. RM AND 5LL PLATE®16"0/G VyY y QTS LOCATED 2'TO b' PLAN VIEW PLAN VIEN w INTO STUD ABOVE AND FROM NO TO FN15tED 6RADE NAL A5"TffiZ 9'*WPGM. BELOW(2 EACH CORNEW FROM TOP OF WALL NOTE: Tollz 2,980K COIL STRAPS UNDER 9HEATHIN6 PROVIDE:Bd COMMON(0.131 x 25'LO%)NAIL5.COIL EXTERIOR WALL TOP General Notes o SEE FOUNDATION PLAN STRAPS OVER SHEATHIN6 PROVIDE:IOd COMMON(0.131 x 3'LONG)NAILS. �/ /'jam /'jam E EXTERIOR I� �•V RNLI\ HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OVER OR FAAL5E VALLEY PLATE HIP GONNEGTI ON (J DEPTH HOLE SIZE headers and beams only. 4%e" 1" • Round holes only STRAPP I NCC DETAIL WALL FRAM I NC 5%2" 1Y/4" • No holes in cantilevers. nd STORY GORNER GONNEGTOR5 TY�Pl ALANCHOR BO�1: STUD TO RIM JOIST TO SILL PLATE I� Ig 22 7y4"to 20" 2" • No holes in headers or beams in plank orientation. -� q N.TS. �T5' N.T.S. N.T•S• See illustration for Allowed Hole Zone DO NOT Cut,notch or drill I N.TS, ATION AS NOTED N.TS• LOCATE AT EVISRY STUD N.TS. LOCATED AT EVERY CORNER holes in headers except as indicated in illustrations and tables. vi n Z A NAINIt�A1M OF TWO BRACED WALL LIMES(M)Ad2E'REQUtR®IN EACH DIRECTION OF A BUILDING. BW.S SHALL NOT BE SPACED IXTBRAP MD WALL 51WN1 StfATFflN6 EXPEND®STRAP AAD WALL efA D MORE THAN 60 FT APART. WALL5 WITHIN A BWL SHALL NOT 13E OFFSET BY MORE THAN 4 FEET I ROM A BWI_- BWL LOGAT10145 ARENO TO TOP a PONY WNL. r usw--� �I I NOTE: TO TOP A"P16W WALL r usw�� > TE:INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE SI PSON PTfIZ 1 919 "M AT 66-W DRAC,® A BRACED WALL PANEL(BNP)SHALL BE61N WITHIN 10 FEET OF EACH END OF A BNL.. THE DISTANCE BETMENI ADJACENT PL.AGED ON TOP OF HEADER PLACED ON TOP OF HEADER WALL EW PANELS(TYPE Al MDU A5 RFq REP EDGES OF BWPS SHALL NOT BE GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BW ON EACH BWL EXCEPT AT ell AT WAaP WALL PIETA-5 6 AND D. WALLS t Ib FEET LONG MAY HAVE ONE 48"OR LOWER BWP. BI^PS ARE TYPICALLY G5-W5P SHEATHED BRACED WALL PANELS 3 In"WIDE LVL HEA DLR(5l�PILAW N e (TYPE A)OR GYP5UM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BNP TYPES A GONT1M10115 TO OUTSIDE of PANEL ell 15-0 NAILS AT 1>TTIZ AND B DO NOT QUALIFY DILE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BNP 15 REQUIRED. e BWP TYPES ARE INDICATED ON FLOOR PLANS. /� o V J .0 3/8'd THREADED ROD Z G5-N5P CONTINUOU5LY 5hEATHED BRACED WALL PANELS(TYPE A)SHALL MEETz z a THE MINIMUM LENS OF TABLE'R602.I05. NAIL 7(6"MINIMUM WALL CONTINUOUS 0E MN DEEP HEADER N) CONTINUOUS HIVE"MIN DEEP HEADER TO MOTE:N&ERE 24"WIDE MINIMUM FULL HE16HT SHEATHING WITH 8d NAILS O b'O/G(EPCB)AND 12"0/0(FIELD)AND PROVIDE 2X OUTSIDE KING SND(SEE FLAW OUTSIDE KING STUD(SEE PLAN) P I"-• WALL RETURN 15 PROVIDED AT ENDS OF FASTEN j"SFEATHIN6 TO HEADER W/ FASTER J"5HEATHI%TO HEADER NU Z CS-WSP BRACED WALL LINE THE 800 BLOUGINI6 AT ALL UNSUPPORTED PANEL-ED6E5. PROVIDE 800 POM HOLDOWA HIOLMN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE 812 NAILS 0 3'0/G IN EACH DIRECTION N 812 NAILS o 4 ST A EACH SHEATION EITHER A 24'MINIMUM FULL HEIGHT WALL RETURN OR A 48'MINIMUM BNP. 51MP50N LSTA24 STRAP ON BOTH SIDES AND SIMPSON LSTA24 STRAP ON UNSHEATHED TRIM TOP OF PANE AS REQ17 U EACH OF{FADER TO JACK STUD W/Ib-IOD NAILS fAGE W/Ib-IOD NAILS LL Z z 6 1/4'505 SGREN5 0 ^ m TABLE RbO2.105 MINIMUM LENGTH REQUIR MENT5 OF G5-W5P FASTEN TOP PLATE TO HEADER W/2 12FASTEN TOP PLATE TO HEADER W/2 Z PORTAL STRAPS 'FROM ED6E ON Lu CONTINUOUSLY 5HEATHED BRACED WALL PANELS ROWS OF Ibd NAILS o 3•o/C In RON6 OF Ibd NAILS o 3"o/G O WALL MIN PANEL BOTH SIDES(4 STRAPS PER PANEL) -1 Y WALL AJAGENT CLEAR MINIM)M LENGTH OF v HE16HT(FT) WIDTH"L' W w HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL PANEL SHALL HAVE A LENGTH 1'OF NOT PANEL SHALL HAVE A LENGTH'L'OF NOT g 28" SIMP50N CNN GOl1PLER NUT <64' 24" LESS THAN 16"FOR 8 FT WALL,l8'FOR q LESS THAN Ib'FOR ONE STORY AND 24'FOR Z U O b 64"TO 80" 32' FT WALT„AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF THIO STORY APPLICATION. q 32" 51MPSON SN6B STRONG WALL SB Z 80"TO qb" 56.2- PLAN FOR ACTUAL LENGTH SEE PLAN FOR ACTUAL LENGTH 16 34' PANEL,VERIFY PANE-15 PLU 13 (D <64' 2l" GYPSUM BOARD "GB"BRACED NALL PANELS(TYPE B)SHALL E!E _ _ X 12 42" W n "R /8"m ANCHOR BOLT OR q 64"TO W.. 30' 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE - - Q NOTE:DETAIL APPLIES To 1� 3/610ADHEVE ANCHOR 80'TO qb" 41' `R602.IOS. SECURE J5"6YPSIIM BOARD WITH bd COOLER NAILS, (2)JACK STUDS MIN.OR PER PLAN (2)JACK STUDS MIN.OR PER PLAN BOTH ENDS of HEADER <64 30. Agl50X IYe"6YP5UM BO NAILS,OR•0018"X 1%"ANAULRR-RIN6ED U " NAILS O T'O/G(ED6ESJ AND 1"O/G(FIELD). BLOCKING 15 NOT ~ 10 64"TO 80" �" �I11RED AT UNSUPPORTED PANEL-EDGES WEN PANELS Ad2E BLOGKIM6 AT PANEL ED6E5 r•• 80"TO 0" 38' BLOCKING AT PANEL EDGE5 CV INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRUSS OR FULL 'Partial credit for panels 36"to 48"wide per 8602.1052 HEIGHT BLO XIN6 DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLOCKING AT PANEL ED6E5 "L° EQUAL TO '�"� CONTINUOUSLY SHEATHED WOOD TWO KING5TI1D5 I- I P I GAL HOLDOWN DETAIL AT FASTEN 7/16• CC11It N I EACH STUD FASTEN T/16 D COMMON TO EACH STIR STUCTU RAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" - TYPE B AND 5ILL NU 812 COMMON NAILS B 3'oiG AND SILL NU 812 COMMON NAILS 0 3'olc �_ Co} A FA5TI317flb'SHEATHIM6 TO STUD Z FRAMED FLOOR NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND 5ILL U2 HO NAILS 14' IN PORTAL DETAIL"A'ONLY APPLIES SIMP50N HDU5 HOLDONN W/14-V4'SDS 51MPSON HDV2 HOIDONBd W/b-I/4' Z U 61 TO 2 FT TO IB FT WIDE OPENIN&5. SCREWS IN DOUBLE END STUD 5D5%REk6 IF NO FLOOR ABOVE. (� 0 Cl) N.TS. ' TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14oMPH TABLE 602.10.3(2)WINID AD.a151T1ENT TO H6x14�� b-1 PANEL TO 51T DIRECTLY ON TOP OF 2-In'0 ANCHOR BOLT OR EXPANSION SCREWS E FLOOR ABOVE. CONCRETE FOUNDATION WALL E T NIND SPEED,EXP05URE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF NAL L BRACING. BOLT WITH 2'X2'X4(v'PL WASHER W G I SRF SMx�ON DTTIZ tIOI DiOYJM At(f YJSP$RA(PD WALL HIEI6HT5,AND 2 BRACED WALL LIMES ApJUS ANT STORY CONDITION ADJUSTMENT In'm ANCHOR OR EXPANSION BOLT ASED ON SUPPORTING FACTOR OVER GLEN 2-In'm ANCHOR OR EXPANSION BOLT V WALL END PANg5(M'E A}tDU A5 RDRURm B u4 BAR CANT IN TOP OF CONCRETE CONCRETE �®I AT DRAGf�WALL DEFAIs c AND D. STORY BWL SPACING CONT I„E�D� �4 BAR CONT IN TOP OF CONCRETE �TIE SHEATHING EXP05URE CATEGORY ONE STORY G 12 FOUNDATION FOUNDATION Fa�DA17oN EXPOSURE CATEGORY ONE STORY D 15 �4 BAR GOVT IN TOP AND BOTTOM °® 13-0 NAILS AT DTTIZ ' PAB5-18 ANCHOR BOLT OR�/e THREADED OF GONGRETE FOUNDATION 51MPBO 5B1/R 7 " PAM-lb ANCHOR S '° ® TOP IO 25 55 EXP05L RE CATEGORY TWO STORY G 13 EXPOSURE GAT>:60RY TWD STORY D Ib ROD NU WASHER PLATE,SEE DETAIL 15/121 BOLT OR Ye"THREADED ROD, EXTEND WALL SHEATHN6 OVER RIM J015T PABS-IB ANCHOR BOLT OR�c hREADEO SEE DETAIL 15/121 = o ® TOP 20' 5.0' 10.0' OVER ROD W/WASHER PLATE,SEE DETAIL IS/DI y ROOF SAVE TO R106E ROOF ONLY 15 FT 1.3 PANEL E06E FRAMED WALT_PORTAL DETAIL"B'ONLY APPLIES TO b FT TO IB FT WIDE OPENINGS. ` ^� '®I TOP 30' -ID, 145' ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TONNARDS 8602.103(1)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS 51MP50N 5TRON6-WALL(REQUIRES EN61NlEERED DE5161 TO TOP 40' 01.0' IS.S' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LIMES. WALL TO BE CONTRIBunHr6 LENGTH of 48'TOWARDS R602.103(U MINIMUM LENGTH TO DETERMINE PANEL 512E AND ANCHOR BOLTS FOR � YO R � ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 13 (15812 ON FIRST R OOR APPUC,ATION ONLY. REQUIREMENTS FOR BRACED OVAL.PANELS AT BRACED WALL LINE5. ACTUAL HORIZONTAL DESIGN WIND LOAD AND GONIDITION TOP 50' IIA' 23D' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP SIMPSON STRONG WALL B NUMBER WALT-HEIGHT ANY STORY e FT 0.01 TOP bo' 13.0' 275' CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ASW" 3/8"4P ANCHOR BOLT OR1 WALL HEIGHT ANY STORY q FT O.qS n n DETAIL - TYPE F 2016023 ADHESIVE ANCHOR BOTTOM of 2 10 5.0 105 HALL HEIGHT ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C PFH DETAIL - TYPED DETAIL - TYPE E E30TTOM OF 2 20' q.o' Iq.O' WALL HEIGHT ANY STORY 12 FT LI NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 E NOT TO SCALE PER FIGURE R602.10.6.1 F NOT TO SCALE PER ENGINEERED METHOD W SHEET NUMBER HUMBER OF BNL PER PLAN DIRECTION AT STORY 3 1.3 a °oho BOTTOM OF 2 30' 13,0' 275' NUMBER OF Bye.PER PLAN DIRECTION AT STORY 4 1.45 "BER OF ON.PER PLAN DIRECTION AT STORY 5 OR MORE H b BOTTOM OF2 40I1•036•0 (_2�113JRACED WALL PANEL DETAILS _ GYP BD FINISH OMITT=D FROM IN51DE FADE OF BNP 1.4 HOLDONN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5- AN ONLY UNITS 3 (MODEL D & 4 (MODEL B - 1 ) U) GYP BD FA5ISNING ANY STORY 4"O/G 0.1 20 NTS U) BOTTOM OF 2 60' 25.0' 525' APPLIES TO METHOD 6B ONLY D 1 NOT TO SCALE wQ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED P - (.2 HR SEPERATION H W 12 WALL PER UL#336 Z C , HATCHED AREA INDIGATES LOCATION LIJ �1 g E LINE OF ROOF 4'-0" TRU55 BEYOND OF FIRE RATED ROOF d WALL 4'-0" 6"AZEK RIDGES TO ALIGN � SHEATHING,4'-0"FROM CENTER OF = FIREWALL-EACH 51DE (NO VENTING) (NO VENTING) TRIM BOARD O 4JV RIDGE VENT RIDGE VENT U 0- a> Z (3) 2x8 P.T. GIRDER 1 ; TYPICAL ROOFING: O W N o rn BEYOND ARCHITECTURAL SHINGLES 1x8 FASCIA BOARD 15#15# FELT UNDERLAYMENT U > Q' 12 5/b" PLYWOOD SHEATHING o N>: q 12 12 ��T . 12 12 12 z _ U c� �- GUTTERS b LEADERS 12 12 12 -' 1'p I"x b"AZEK RAKE 8D W/ Z i x M = E BAKED 6"AZEK TRIM BOARD 12 I"x 3"AZEK TRIM ITYPJ O Q m m J 51MP50N LU526-3 FACE ALL 6uTTERs a LEADERS SHALL B / 1�q U = co $ MOUNT HANGER WHITE ALUMINUM .032 MIN.GAUGE,6UTTER5 HARDIPLANK HORIZONTAL 10.5 N SHALL BE 5 SEAMLESS,0.6-STYLE W/ALL CLAP SIDING �/ ❑ V M (3) 2x12 P.T. GIRDER BEYOND RELATED $ REQUIRED AGGE55ORIE5. LEADERS 8" b" 8" 12 M - - - - - - - - - -+r� SHALL BE MIN.2"x3" 021"GAUGE W/CLIPS $ OH. FHOH. OR 10.5 �� ANCHORS. CAULK d SEAL ALL JOINTS. PITCH I"x b"AZEK RAKE BD W/ Ix AZEK TRIM BOARD OVER GUTTERS MIN. I/b"/FT.PROVIDE P.V.G. I"x 3"AZEK TRIM(TYP) 12 _ b"HIGH BLIND I, O„ a -0 6"DIAD.AZEK IEt / FLASHING GABLE RECEPTORS b"ABOVE GRADE TO RECEIVE ' _ k- q TRIM BOARD END n i n i n GIRDERS(TYP) a--; _ , U w Ui OH. 2040 2040 O.H. v u ui w LEADERS(CLOSED GAP DE516W. 12 '::=P.` -- 6"HIGH BLIND DH DH _ LL LLLI 5IMP50N BG52-3/6 P05T GAP ANCHOR q �— FLASHING - - - - - _- LINE OF GABLE 10" 50UARE HBsC7 PERMA GAST ; :.:._ _. = COLUMN#46352 W/SQUARE - 1°m L J � o.H. END WALL p - .., �Qlxb FASCIA BD. ALIG - i FLAT GAP BASE (OR EQUAL) - - - - - - - - - - - - - ALIGN o CORNER GOLUMN TO BE M.BEDROOM - - FASCIAS FA ~ 1� U 4 21-0" PROVIDED W/SPLIT KIT - q PLATE HT. _ 6x6 P.T. P05T WITH 51MP50N / O" $F�QR _fi_ 2'-0° / / 2'_0° PLT HT ABUbb POST BASE (TYP - ALL 2-0" - PH.. - Z COLUMNS) OR T � U NOTE W: -- - -_ I , = PVG SHUTTERS WITH FIXED - _II J-�_ _ALJ J�- ��.- /= ILL O ! Ln TYP. REAR COV. PORCH DETAIL I _ - - HINGES. WIDTH of f - 0 SHUTTER TO BE HALF _ _ _ _- - - - - _ o m ' ____ � 4 I"X6" AZEK � Z GL-I WIDTH OF WINDOW. 2 _ p = TRIM BOARD Q Qj 1) 3/4"=1'-0" ° ALL 51D S � ❑ E COLUMN @ GOVERED _ -- - - - LINE OF ROOF PORCH BEYOND - TRU55 BEYOND � -- - - - - - - - L - FIN. IST FLOOR FIRST FLOOR �I (3) 2x8 P.T. GIRDER � BEYOND _ o \ 12 I I 1x4 AZEK TRIM I ( I I I"X AZEK I EXTERIOR HARDI PLANK SHINGLE 51DING q Ixb FASGIA BOARD ALL 51DE5 „ I I I i I I X6 TRIM I TRIM ALL I -TYVEK OR EQUAL 1 � � I I I I ALL SIDES I 51DE5 I -7/16 OSB SHEATHING I = -2xb WOOD 5TUD5 @ 16"O.G. -b"R-Ig BATTS I I I I I I I I �' ❑ w O 5IMP50N LU52b-3 FACE MOUNT HANGER I I I I I I I I (3) 2x12 P.T. GIRDER BEYOND BASEMENT I I I I I I I m - -�1- - - - - - - - - - - - - - - - - - - - - - -I-r- - - - -I�- - - - - - - - - --- - - - - - - - - - - - - -i-I- - - - - - - - - - - - - - - - - - I- BASEMENT `./ - - - - - - - - -L - - - - - -- - - - - - - - - - - - - - - - T.O. SLAB . . -- - - - - - - - - - - - — c� viii► Ix AZEK TRIM BOARD OVER - - - - - - - - - - - - - - - - - - - - - - - - - 1- - - - -1- - - - - - - - - --- - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - -- 1- - - - - - - - - - - - - - - - - - -1 Q `r - - Mid n i n I-0 61RDER5 (TYP)QH. FRONT ELEVATION �2 HR PER UL# 3(o v uwm 51MP5ON BG52-3/b POST WALL PER UL#336 GAP ANCHOR H Z 12" SQUARE H516 PERMA GAST UNIT 4 LJ COLUMN W/SQUARE FLAT GAP d UNIT 3 ii BASE (OR EQUAL) - CORNER U COLUMN TO BE PROVIDED W/ O SPLIT KIT B - 1 (INKBERTRYI ) MODEL MODEL D i bxb P.T. POST WITH 51MP50N ABU66 P05T BASE(TYP - ALL 2 HR SEPERATION COLUMNS) GABLE END LOUVER BY WALL PER UL#33b HATCHED AREA 11NUIGATES LOCATION OF FIRE RATED ROOF 4 WALL SHEATHING,4'-0" RIDGES TO ALIGN RIDGES To ALI6N "FYPON" #LV12x24 4'-0" 4'-0" FROM CENTER OF FIREWALL-EACH SIDE 2015 IRG- 624211 (503.8) TYP. FRONT ENTRY COV. PORCH DETAIL 2 RIDGE VENT MO VENTING) MO VENTING) RIDGE y� VENTING SYSTEM TERMINATION LOCATION: THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT I"x 8'AZEK RAKE BD W/ OF 10,000 BTU PER HOUR(3KW)OR LE-56 SHALL BE LOCATED AT LEAST 3/4"=1'-0" GLI " I"x 3"AZEK TRIM b"FROM ANY AIR OPENING INTO A BUILDING,AND SUGH AN APPLIANCE WITH 12"x 18 VINYL ¢ I"x b"AZEK RAKE BD W/ LOUVERED 6"AZEK TRIM AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER o HOUR SHALL BE INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE, I"x 3"AZEK TRIM(TYP) 12 AND AN APPLIANCE WITH AN INPUT OVER 50000 BTU PER HOUR SHALL HAVE q AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE 12 6"HIGH BLIND TYPICAL ROOFING: VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12" ABOVE GRADE. ARCHITECTURAL 12 fq 12 q FLASHING SHINGLES 15# FELT q� 1-111 11 1 112 UNDERLAYMENT tq 5/b" PLYWOOD LINE OF 6ABLiE 2015 IRC- 8312.2.1 6i i SHEATHING IN DWELLING UNITS,WHERE THE TOP OF THE SILL Z END WALL 12 ROOF @ COVERED OF AN OPERABLE WINDOW OPENIING 15 LOGATED q PORCH BEYOND LE55 THAN 24"ABOVE THE FINISHED FLOOR w TRAY GEIL.BEYOND b"HIGH BLIND AND GREATER THAN 72"ABOVE THE FINISHED 12 I Ly FLASHING 10'-10" —�q o $ 6RADE OR OTHER SURFACE BELOW ON THE ITF-I Ill Ill 1111111ALIGN/ 6"HIGH BLIND LINE OF HIGH _ w EXTERIOR OF THE BUILDING,THE OPERABLE o FASGI FLASHING GEIL.BEYOND WINDOW SHALL COMPLY WITH ONE OF THE Ixb FASGIA BD. FOLLOWING: PORCH OPENINGS THAT WILL NOT ALLOW A 4 INCH - PLATE HT DIAMETER SPHERE To PA55 THROUGH THE __ __ ___ OPENING IN IT5 LAR6E5T OPENED P051TION. fill -T FALL PREVENTION DEVIGES THAT COMPLY MASTERBEDRC�OM - - - - - - - - - - - - - - - - - - - - -n --- � PLT HT WITH ASTM F 2080 Z I'-0" - H O.H. i i i i i i (THE WINDOW OPENING CONTROL DEVICE AFTER W (� OPERATION TO RELEASE THE CONTROL DEVICE i ALLOWING THE WINDOW TO FULLY OPEN,SHALL 0 NOT REDUCE THE NET CLEAR OPENING AREA OF m 1"RI �$D I I / i THE INDOW UNIT TO LE55 THAN 5.7 SQUARE ; 1 O U F I 6A LE I M�--i t- I I , / w ib 0 B WI TH W w w II Q // _ Q ii ii ii n0 o _ Z6" AZEK C) BOARD ALL M '� - I I -' / N p / w O 51DE5V / i i _ I I / II z w FIN. I5T FLOOR = Ll FIRST FLOOR - - -- U / / / c� 12" SOUAI "I B8 G" PERMA CAST I I r---T ---ISI I I 1 I I i I I K m (� ui „ „ WALL BEYOND 6" AZEK TRIM ii iii I I I I b" AZEK 1fRIH ALL 51 DES I I I Z I OO I"X6" TRIM I I COLUMN ARE FLAT GAP bxb P.T.P05T W/51MP50N I U I Id ALL 51DE5 BASE (0 E AL) - CORNER I I BG52-3/6 P05T GAP ANCHOR I X6 AZEK ALL SIDES I I U� li ilk 1 I ( I I I I bxb P.T.P05T WITH COLUMN ITO E PROVIDED W/ TRIM BOARD I Iii I ild 10 SQUAR_ HB f 6 PERMA(AST I I 15IMP50N BG52 = I EG 55 I I SPLIT Klt I I� GRE55 IV I w ~' I I d 51MP505 ABUb6Z POST ALL SIDES 1 11� „NDOW 1111 I POST GAP ANCHOR$ GIS7- COLUMN I#4b5b2 W/SQUARE I I I o - �f' �WI N OWI I I I I I I I I I BASE W/ /8 DIA ADHESIVE __=i=-JJI I 51MP50N ABUbb Q� =� ANCHOR(TYP ALL COLUMNS) LI-____--_ IJ I I FLAT GAP � BASE (OR EQUAL) I I I -GOR R OLUMN TO BE a I POST BASE(TYP I I ALL COLUMNS) L — g I 11 I ( I I q I PROVIC)p IW/SPLIT KIT I I I d r y' r' m FDI I I I I FDI I I I I I r r.� ..:i,...� ,, m Fri I ti _ I I _ I I I I — — I — — — — BASEMENT BASEMENT- I- - - - - - - - - - - - - - - J_ - - - - - - - �- r- - - - - - - - -� I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� -�j- - 1-=T� ❑ �a T.O. SLAB r - - I r I T - - - - - - -1- - -1- - - - - - - - - - - -I- - - J L_ __j L - - - - - - - - - - - - - - - - - - - - -L —j- - - - - - - -1- - -I— - - - - - - - -- - - - - - - - - - - - - - - - - - - - ~r -REAR ELEVATION OB NUMBER �.2 HR SEPERATION w 2016023 WALL PER UL#336 DUET CLUSTER UNIT 3 UNIT 4 UNITS 3 (MODEL D) & Q SHEET NUMBER 4 MODEL B - l ) ELEVATIONS zM O D EL B - 1 INI�B ERRY , 4�� _MODEL Dc/) C W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 0 ^ , I- W INSTALL ICE d WATER 5HIELD Z Lu C ' RIDGES TO ALIGN PER MANUFACTURER'S ^ E 5PECIFI6ATION5 TO MAINTAIN 8 RIDGE VENT PRODUCT WARRANTai Y O U 7 -..L_.� �.,.r..-T_J, -�_,�_=, -...,,a.=. „a. ,.,�� ,.a..T,.1.7 -�_.,.�,: d.�, -r.�. a.�-_ �+�.�--1-•- -�+-- b-----''-�'-_� 3,��te �_ �.�-...a_..J.�...�'�,.,-r.,r_ -�" �'o'- ��_ �.__-._.=i .1,,.w '�l/ =1 _,.-r7�..,...-+ted,-�.. ,._sT��- L--,--'•�--,-•+s _.,.�.�1 - yle_`-,-y- r =.�.,-�.�„�.�------...+.-,,.d.� � �J --, ..m..,.s_,�_.'L- -- -.�,-,.A -•-=.f-�-,-1 I`1V✓ 7 -7: APPLY�- - -�� ._ .�_ _�-l_-' � -� � _'_- ._ ._ -' APPLY ICE S WATER 5HIELD IN TE: V0- ,,_O,, .�- .,.;.,. ,..®p i-a'�.��.__�_,• ,�1 �.i,.�...�<�L....�-�-.-��L _T.+��w-.� ��-..kms '=+-+�--L r+ .® 'tet=..L�.�-�-___,.,mss=.�. r ABL L GABLE - �...�, .� - .� 1,-_. - Tom.-��-�— - - =L, - �- -- �01 _ ESE FAIR WEATHER WHEN IR, - x- . -L- �.� _ T T _ ROOF DECK AND MEMBRANE END ��c- = -. �_,..k-� -� O.H. O -F-� .,- --'- _ s.1_.mow... ......W, y -�al..k-.a...,.. -„,-+=,-1�. ¢T .- -�....��i=�,-��,....1a� _..- .. __'-- T�lc.a,w -J�� '�• _ _ - _=.a•+� ice - U LINE OF GABLE O.H. G -- -r_ _ _ RE OF y �. �.. > �_ �T _ �T ED WALL ,_ .- T �- _ 40"F(5"G)OR HIGHER. —r r ` N >- cn�-r•+---- --�- ''--r�.r-1_'-•°®'m•ww-r ar..�-+ - �- „�T - -, -�..-.�..-,.T,�.�.J� •. 1 �y-.- .�.-�-o,.' -�.--..� �=a- - �.��F i��,- --- BLE ♦� N�+ �r.�. -�._- 'a^-`-,�' -y.... - ='-moi_ ��--' -..moi �._.-�-. �.,g'-- +• �-,J -_ _ �-_- _ - _ _- r„y®• � -_. _ qal� -� __ LINE vJ ^ _ i _ <�-__-Te_��.d.,.R_ _,�l•��a..• •��_ .moi 4 i k. --�L��-..�_ - _ .,b I^ -- - "� .r,_�1 �+� i�- sem.. '_ - _ - O w END WALLA a� M , -.w -+ i tea=�.,--:moi-:...r-.,w._ 1�._ T�d�- __' �w.�'�r��• ,-�L_• �v _�d•��l.r+--1,�+•�:'-T1.- 1•r•i Wil_-rte =� U M .�� alp��__ �- — �, 7- b;...._- -,�_.. -, �-.d=��le. ,�- -, -_,- _,i-.mar= �:� - �a.i. .--i1�-1�i-_ - ?.�,.± �<< .. +-,�L�. --�.'.,_-.�. _ - _ i--T=+...y-a'_= _��+ ..-=��-�..T.�-,.1ax_�-�.�.�-�__ � N co -yam woo ,.,.. r C'ABLE END -�. -77 -�.�_.--.._e.__.ti.•-�=-�� 1_=._.a,-,-_ _�,a...,..'r.y._,J_ r -r T ='r�'�-^r--+^-�vl.��-=®r._T�.s - _ T�±,�s_,..1 ��,_r�� T�y,L, �. 9A._1,-�.1-+.-..'-� CD Hw„ ..-.=, I _ � „—i -� s-�.�T�.• a«..� a �-+ aL— .•_i ��®ter..� .J_.=,a_•_ ,-�.J.�= r•^, ... r V { .,wM,,.-- --,..,, - - -„. - �.w-:,J.-��.,,._,i..�..k r�.� -�� -ter � `Y^r•+.� �-r�'= .„.�.{,��-.,.,,..a-- dam. - .,,..,. ---d.. �...,_ .V. .—•-�..r• .J.�d��i �-�K-'-�1-_�T+-rs ' �� -��-�•• a_, ��s .-+-r'-��=�__ .� :_�..k-- Q. =- _6-ET _ _ i`_ - _ _ __F—i� _ _•-_ - _ --.+...� — -a+��= =i.-_ �1 -111I"X8'AZEK 1'�� -� � I �; _ I '-F1-` -" �--`- -` -,y -� FRIEZE BD. .” — b� ur�►��IND� _� , 10.5 �. � �. .. - - - - -_ - _ ��.�� _ �.I; �_ - - - _ __ 12 _- ` _ W,_ _ - �l _ __ G - -� -� - - `- 1- MASTER FROOM _ � I ` �I FLaS�I� 1 I� L I �- - - - - PLT HT - ...,,_�.,a,_,.�,.,�, T = !, 11 O. - T 1 T JJLL ��-i-� 1_x,1-�= � � BEDROOM #2 — - - ��. I,I ..., LTi ..�- -.�_.1= I' -1 1�= _I ��_�a - T - �, T l -� �I�� c _ _ _T.. _ T , , - PLT AT I-0 ��A 1 - �l 3,T _i-i, I l - l,i: --_.! �.-I-� T-1_ ., T=�- .j - -_I �r -1- �. 1 1_l_ 1 �.-�,� �. .- -�-. _ Z t,L =l_I: _i 11. x- 1 _ I - � __I l� T Til=_ 1 I_I l_1 a_tl , 1 a [ ,1 PVG 5HUTTER5 W/ O j 1-� ��r��_1 FIXED HINGES. WIDTH 1 i 1.� �: � OF 5HUTTER TO BE HALF WIDTH OF = � �--n 1 O cn i � � o � -1 ' I L.. I-I_� I !�! ! i _ -�" -� �- 1-�_T_�}-• rl-I:1 -.l_� a�t-��,l !1 , �.l l �_... � �-_ - o WINDOW(TYP) H =r - -: � �� 1-.-1: J ; _i r! �. J i.i l �1- -!-J- -1 1- T i_ ' l i �_ ; l=, I -! _,,. -_ li. t. I I� i it i 1 i i i I ';, 1�_= I_>- ' I- - - - -� �, i, } - i � - - 1 ; LL I 1. I�Tt11 i 141,1 1I k' _ '1 - -. I I---��.-. ..-__ a-- 1_ : -_1�1 i- I. �. �-:I. =a �- [r_[-�y - _ � 1,. _ r - - FIR5T FLOOR FIRST FLOOR- LINE 'i i 1 ,�-1--��--=1 , , �- - - r - - r; � I '��iT);.l � -l��,-�,� l� �..,l 1; ,i�� i T� .�� f; � 1 T- — �"� LINE OF FOYER BEYOND I"X4" AZEK LINE OF GREAT TRIM BOARD ROOM BEYOND I p ALL 51DE5 0 0 wp _BA5EMENT BA5EMENT— — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T.O. 5LAB T.O. SLAB 2015 IRC- 6242'1.8 (503.8) _ _ _ _ _ —I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - VENTIN6 5Y5TEM TERMINATION LOGATION: U THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN RIGHT SELEVATION INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE L LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A BUILDING,AND 5UGH AN APPLIANCE WITH AN INPUT OVER 10,000 � BTU PER HOUR BUT NOT OVER 50000 BTU PER HOUR SHALL BE (' INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND Z �•/ UNIT 3 5H APPLIANCE WITH AN INPUT OVER NT TER BTU PER HOUR W SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR U INTAKE SHALL BE LOCATED AT LEA5T 12”ABOVE GRADE. D MODEL D 2015 IRC- R512.2.1 IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN 5ELF FLASHING I- T I OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" 5TADIN6 SEAM METAL /ji ABOVE THE FINISHED FLOOR AND GREATER THAN-12"ABOVE GHA5E GAP T-T I) ��I�II�I�\ THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE 1 EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL b" TRIM GAP COMPLY WITH ONE OF THE FOLLOWING: - - - R106E VENT " OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 THROUGH THE OPENING IN IT5 LARGEST OPENED � OPTIONAL WOOD 121 t 6 POSITION. FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 2090 CHASE WITH METAL (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO GAP AND CULTURED -.., RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO 12 IN5TALL ICE d WATER 5HIELD STONE VENEER T - _ PER MANUFACTURER'S ` �_ _ _ _ �`�"`� "'�' 12 FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING GARAGE DORMER PER M NUFA NS TO MAINTAIN _ •�M- s.R.-R .~ T 12 BEYOND AREA OF THE WINDOW UNIT TO LESS THAN 5.7 SQUARE FEET. LINE OF ROOF _ ,, a PRODUCT WARRANTY - - BEYOND® � - NOTERIDGE VENT BEDROOM#2 RIDGE VENT APPLY ICE $ WATER SHIELD IN - -- vi FAIR WEATHER WHEN THE AIR, z ROOF DECK AND MEMBRANE a 12 ARE AT TEMPERATURE5 OF 40"F(50G)OR HIGHER. 2 w I2 12 GL-I 61ABLE m FLUSH ROOFS a Q OH N Q O r 1x8 FASCIA W.PORCH PLATE HT ❑f7 FRIEZE BD, _ _ M.BEDROOM I "0 PLATE HT. Z .r. W v -4 ILEL NOTE W: °- } 11 11 1 1 m 10- H. Q � PVc SHUTTERS WITH FIXED O HINGES, WIDTH OF W W w SHUTTER TO BE HALF � v w WIDTH OF WINDOW. _ 0CL o Q F� EXTERIOR WALL o V) p `� _ -HARDIPLANK 5HIN6LE SIDING - W � i o - _ -TYVEK OR EQUAL W 7116'05B 5HEATHING 1� -2xb WOOD STUDS® Ib"O.G. 11 T7T -b"R-21 BAITS W = _ _ FIN. 15T FL00 FIN, I5T FLOOR_ _ _ I _ _ - - - - - - } C7 m J Z 61 AZEK TRIM I 12" SQUARE HBdG PERMA CAST WAILL® 6ARAGE I Z WALL® BEDROOM BEYOND I (D o L- I #2 BEYOND I I I ALL SIDES I I COLUMN W/SQUARE FLAT GRP 1x4 AZEK TRIM bxb P.T.POST WITH 1 I 4 BA5E (OR EQUAL) -CORNER 51MP50N BG52-3/b W ,�. . ',., \, ^^ N R0& POST GAP ANCHOR +E I WALL 1 COLUMN TO BE PROVIDED W/ I D G 7 I i I 51MP5ON ABUbb I BREAK 1 SPLIT KIT I o Uj '° +,1, �� FDI P05T BASE(TYP- I I I Q _ ALL COLUMNS) 1i 1 I I 1 I I i � •�� . f `� BASEMENT \} � - - - - - - - - - - - - �I- - - - - -I - - - - - ---1r - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — _, - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - L — — — — — — — — — — — — � — — — — — —I— — — — — — — — L— — — — — — — — — — — — — — — — — L— — — — — — — — — — — - - - — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — -- B NUMBER 1EFT END ELEVATION w 2016023 UNIT 4 UNITS 3 (MODEL D & DUET CLUSTER CO SHEET NUMBER ELEV�TIONS 4 MODEL B - 1 )B - l INKS ERRY ,� _ MODEL I/4 I 0 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) 1-- z W E a) 0 4--d 0 V 0 Z n 0 a) L- om, 'm 4.d :3 cn 4-t a) r- 2 > 2 HR 5EFERATION ■ C)CD >� KALL PER UL C36 (A C14 . W z - Z 'i U) CL 0 x 0) Lb Cc,*)) < W c ca C) to N co r- 00 22-b- .24'-b' 15--0" OPTIONAL V) 60V.POIRCH - - - - - - - - - - - - OPTIONAL 15'-0' 7 20 Vin, El D r2O 5�4' MODEL P MASTER Rq COVERED PORCH D 5 FD1 5'-4- Ea;?,E% DTI 41 4 BEYOND WINDOWA BEDROOM WALL (F�D�1 v-- "IHD /Z (2)2(10 P.T. g 6-b. b.-b. 0 L9 IEXCAV. 4"PL.%-AI3 WITH 6 xb, 17777 4 4"HIDE J015T SEAT IOAO H N.M.OR FI EX r4leli. FDI U (rD.N.EL.=—r-0it) MIN.35 V P51 CM T.O.W. g FDI (---L.-0--10-) cf) Z UNEXCAVATED dz� 1/, 7-6" 4'-4'M.O. 15'-10' 4'P.G.P51 AB WITH bxb EN;� - I --T.O.H. im HAM.OR ri �. EL.=0'-0* lo'PL.FOUNDATION HALL MIN.35W P5I WNG. WITH DAMPROOFIN&ON 20"x 10'P.G.FOOTING /�20 0 2x 10' Di ll� A ILL Ln SLAB SEAT (rokLOELEV. 0'-07) HDj E64;r=56 0 HO P41NWW 2xI0 5LAB I L .................7� z 5EAT FOUNDATION I IALL 12'P.G. ree-eeti 2'-0" 47777777777747=7 7�77777 24*x 12'PL.FOOTIW 2XI0 P.T. It. r4 123-,0 Lb -1 10, 14 11 - — — -/ L 4"NIX JOIST SEAT 4 rette-tel DIRECT VENT �TINQ EQUIP. APPLI CLEARLW-LAPPLIANCE5 SHALL (T.O.H.R PIREGT VENT HEATING EMIR BE IN5TALLED HITH THE CLEARANCES FROM IWE5 "I JOIST SEAT. UNPROTEGTEP(0MBlb'nBLE MATERIALS A5 12'P.G.FOUNDATION 4- IVE %tALL 13E INSTALLED HITH THE TOR ELEV--(-P-I� INDICATED ON nE APPIJANGE LABEL AND IN HALL WITH -F- 7 F- CLEARWE5 FROM AIPROTECTED I ! JO1151T SEAT. comm-m-E MATERIALS AS Till MANUFACTMER5 IN15TALLATION PAMPROOFIN6 ON TOR ELEV=(-P-lk 1I I INDICATED ON THE APPLIANCE LABEL -(0' 24'x 12'PL.FOOTIN6 b. AND IN THE MANUFACTURERS L 24'-10" 15-4- 1 � I ill 0 INSTALLATION NSTRIXTION5. YA, II I r2 �-2 ON 301,30'x 12'VP PG w PIA STEEL COLUMN fV PROVIDE FRESH AIR INTAKE FT65 WN) • -36-2- Tr I TO MC-GH EQUIP PER CME F T 4 r PROVIDE FIRE5H AIR INTAKE 31.PIX11 5TEEL Ca" 10"PL.FOUNDATION HALL co F_ I ON 3O'x Wx 12"OP Pd I 0. -2- :2'- '10, L 6 TO MEGH EQUIP f ER CODE WITH PAMPROORNO ON Ffr,N.6.N) TO. f- .7. 1 D.D.0 (r.OA ELEV.=0'-0`) I 1120"x lo'EV. FOO'nN6 ❑ O D.O. 51/4'x q 1/2'LOW e LVL 61FZER > 0 L—J --1 L -J Lp L 7 BA511aell SLAB `r III 0 4'PL.5 M IMM.2500 P`:5Al 6 DM MIL POLYEDC.Etf VAPOR \4 ow 5 1 LVL w--m— ■5 '4A ■6- ■LVL WH ZA LTZLOW II V i I 5 LVL L �`Xqv- am LVL Low en 11 L --.z hJ H�w 6c*or < •TAW 4 FILL TO q5%PaEffY LINFIN19W BA ig 5.1 M.BEAM FD�Q FOG II -9fftNT 6ROR 1,11 ALUMIN)M AT PO�KET OR 21 •b'-O'CEL1145 Hr. L - - 5 1- 4'HIM 2.-6. -0. 6 PROVIDE V�11R 5PkE ALL SIDES c/) O(R-15)U05W CEL SPRAY J015T SEAT. FOAM IN5L ALM WIDE Lim- BA5EMENT 5LA8 I L FACE OF FIND.KALLS-M Wr ;P �I I u TOR ELEV= S;'i s 4"P.G.SLAB(MIN. F51 C�OW') z OR VRAM BLAWET ? L- - - DOb MIL.POLYEITIELEWE VAPOR BARRIER LL1 2< -L-F -N I MULATION IFF 1 PA5HEO LINE I —1 - TAMP 4 FILL TO q596�;91TY ALL EXPOND HOT KATER I INDICATES FIRST L- -1 HD PIPING AND/OR HEATN6 DUCTS FLOOR KALL5 ABOVE -2T TO 13E MULATED AS PER NYS. HIDE J015T LNFIN151W BA5EMENT F- -7 F-7:� 0 CODE. 7-73 SEAT 0 FD14'?L.SLAB NTH bxb, 2x I (R-13)GLOHD CELL INSIDE FACE OF FND.KALL5-HU HT OF t UNEXCAV. T L A A . V-O'CEILIN6 HT. Sp�y FOAM IN9)L IOA0 W.H.M.OR SLAB r- -)RAPED FIBERME514- b. BLANKET INSULATION Ll � -- I III 1 17 L- Hr ALL Expo5m HOT WATER PI N6 AWR!IEA-nt�&, (r.O.H. FDI O DUCTS To BE IWULATEO[�6 HR N.Y.S.060E. EL�- 31-e'. b. ill It kill Fo vl,l 11,11 1, MIN.35000 P51 coz. 51, 4'HIDE JlOi!5�SEAT Fr- 4 L HD 5 I/4'x 11 It'2'LOW 4'-b"4'-b" -7 F,– 1; 1bx =+ 10'P.G.FOUNC AMON KAU k67- I F- WITH VAMPRO)FIN6 ON 20"x 711 11 f u 10*P.G.FOOTI k17-TD.H. 0 ELEV.=0'-0' 5Y'- L\A-LOW 5 LVL LOW&Zlbl�R 5 Y,-A V L\A-LOW 4•WIDE J015T SEAT. TOR ELEV= 3'-4- Zr'k94EO LINE INDICATES 45 CORNER KEBABS W 4'-0'LEC-5 0 MIDPOINT HIDE I T SEAT T FIRST FLOOR KALL5 LIP -4 JO l'(2)2X12 FU)5H OF FOUNDATION HALL 4 13R (r.OJR EL.= T-IY27) L] A30VE F1 7 F- I'-b'FROM TOP 4 L4 �,n L BOTTTOM. (8)5D VNEXGAVATEQ TYPICAL C7ARAQE 5LAI3 \�TD.R ELEV. IMP 4 FILL TO q5%PR&TY O'-0' 0 4'PL.SLA13 HIK 3500 PSI 00K) FZINFORCED"bx6,10/10 WNM-11 A 1'-0' 1 - 14 6" %OPE 6ARA6E SLAB DOM 2' -1 1 1 N TOKMW5 6ARME POOR M R SUNKEN LANDING #5 CORNER:BAR5,K/4'-0' 2xI0 5LAE� r- - - - - - IN N LE66 @ MIDPOINT 0 5EAT A PL.FOUNDATION HALL 10'PL.FOUNDATION M L FOUNDATION HALL 4 1 -- - - - -�j LL- WITH PAMPROOFIN6 ON P41TH PAMPROOFIN0 ON FROM TOP 4 BOTTOM 20'x 10P.C.FOOTIN6 6-q- b'q" LN Ibx 6'OP PL.FOOTING 6-5. to" (r.OA ELEV. 0'-0') ill-bl z 1.-0" 4'WIDE JOIST!EAT 0 r -1 UNEXCAVATED TYPICAL D D.U. 5 1/4"x q Ir, P.O. r4-� GARAGE 5LAE3 (TDA.El -1�-1 Y2) > LLJ 'LOW 4'PL.SLAB(MIN.5500 F51 CM) LVL IROEF 11-L I I REINFORCED WITH bxb,IOAO HAM. L - -J z k TOP OF HALL T WRAP ENDS OF GDR \ZJ) 9 YP.BEAM POGM TAMP 4 FILL TO q5%M61TY ON= SLOPE 6ARA9E SLAB DOW 2' H. C) \—T.OA.ELEV.z I Q TOWARDS rvARA6E DOM W ALUMINUM AT 01-01 5"" POGKET OR PROVIDE 20 ,E ALL 777777777.- 1/21 AIR SPACE 1\1TV — � Pn Y^2 )h, SIDES A13 A13 AE b"PL.FOUNDATION 1 ( U HALL W OAMPROOFINry ON L—10'P.C.FOUNDATION WALL 9 \-UNEXCAVATED ? FDt WxD"OP P.G.PFOOTING -VATEP b WITH DAMPROOFIN6 ON 2O'x (T.OA EL.=0'-0") 4"PL.SLAB WITH bxb, 10'PL.FOOTIN6,-TDA z ELEV.-0'-0* IOAO KAM.OR FIBERME51-1. w I r5 MIN.3500 P51 CONC-FDl 2 0 L 15'-4" CL 4'HIM 0 J015T SEAT. FDt -i TON.ELEV'= Ld w L I/ c w 1k, i il I -AB 11 AB I w HIP m b (EL.-1 21jV MODEL B-1 MASTER 0 0 r 21/D PT BEDROOM HALLBps z E-eetell I (D BEYOND W !? W 11 161-01 M.O. 2'-C" 161-01 MD. J 't, 0 4'-0' IL3'-10' 7-0. 71' 15-01. El 3q'-I0" 3q'-5- �;2 HR SEPERA-noN 0 KA�U PER UL$336 z Z L C) U) ........... .0 5 UNIT 4 UNIT 3 P,I IT7 0 (INKBERRY MODEL D MODEL B- 1 ..... ...... .. ..... . JOB NUMBER . . 2016023 w U) SHEET NUMBER 6E*Rk GONTRACTOR5 AND 51.66ONTRACTOR5 TO < REVIEW THESE(ON5TRXTION DOCUMENTS UPON RECEIPT DUET CLUSTER MULTIPLE LVL C71RI)ER GONNECTION5: AB="HOR BOLTI� FROM ARCHITEGT AND REPORT ANY AND ALL UNITS 3 (MODEL D) & GIRDERS,LAG 015GREPANOE5 IN(LtVl%ANY DIMENSIONAL GONFLICT5, z FOR ALL MULTIPLE LVL 61P HD= HOLD 00�] cARASE 5Iw5ON — TOGETHER H/ 1/211 f30LT5 ® 2 1-011 O.C,.,2" MIN, STRONS KALLS IMMEDIATLEY TO ARGHITEGT FOR CORRECTIVE FOUNDATION PLAN MEA5URE5 PRIOR TO GON5TRXTION.00 NOT 56ALE 4 (MODEL B- 1) c/) C 2 Q FROM TOP 4 BOTTOM, 4 MIN.4'FROM EN05 PRAHIN66.DIMENSIONS SHALL BE GALULATEO AND 1/411 11-011 w '�-rq p -0. T'-0" I j0W-AT- ,e LVL LOW GIRDER 4WWETZ L 4' B� NEVER 5GALED LNLE55 OTHERWISE NOTED. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H W Z c ' W 1--1 E �i O Z O o rn a--� 05 � U �^ V •�04 N 1" d) Z - 2 HR SEPERAT1oN Z X(n WALL PER U.$336 O U x 7 ca c) L M C 3q'-b" V Wo 4 16'-0" 22'-8' 24'-b" 15'-0" ❑ U ~ 4'-4" 12'2" b 0.'b" T'b"-------------- N j rIln tp 'Ic - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --1 A B 20 12 (3),3010 TR V IL CL OPTIONAL 15'-0' I 10'50UARE H1346 DERMA CAST B-5 D-5 DTI DTI 0 8'-0'HD HT 20 MODEL D MASTER COLUMN#46382 W/SQUARE (3)3052 DH 4 i BEDROOM WALL COV.PORCH I I - - - -- --- FLAT GAP d BASE(OR EQUAU DTI BEYOND -CORNER COLUMN TO BE 4 I I I PROVIDED W/SPLIT KIT -- W L - - - - - - J HID 4OPT. 525"xIIj'LVL HDR _ 2010 TR 6xb P.T.POST WITH SIMPSON r 2 D�Hr 4 Z 86523 P TIO-7 /6 P05T GAP ANCHOR 4 I I ( - - - - - - 1 I 51MP50N AM66 P05T BASE COVERED AL16N TOP OF _ _ ISP 6 _ (TYP-ALL COLUMNS) I PORCH I AL16NTRANTOP bxb P.T.P05T WI SIMP50N - T II'-0'SOFFIT L J V BC52-3/6 POSTAP ANCHOR - - - - - - - - - - - b" -0" d 51MP50N P05T I Ib'0' 14'-0' b BASE(EYP-ALL COLUMNS) o I 4golb "'I (3)2816 TR (2)3010 TR 4 I y I 4 (b080 S..6L.OR W/ I 0) OH I I "-' I 12'-6"5TE E��y P GEIL I O Iq (2)18" DEL16HT5 19 WINIDOW (2) DH 4 GO RED I MA5TER I 2'-0' V DI I 1 01 (2)3010 TR o I BEDROOM TMPHo HT - (2)3052 DH nl I 21'G I ( in Y �1 DI I DTI O /1._! JJ HD e 2" EQ EG I I I O L 1 J F 2016 TR _ 525'x II1/8'LVL HDR v ,I r N r - - T - - I I 1'—FWSLIlW-FW66080-FWSLIl80 Z r 2052PH r -I 4 —_Jl_ „— L — _ JL - - J L - -� _ _ I I vJ 0 8'-0'HD HT , 6ABLE ROOF TRUSS 61RDER ❑ DI CONTINUOUS, fl (2)2X10 HDR o (2)2X10 o DN b' S25'x IIT/8'LVL HDR fl - 2010 TR T L J / \ 525k If T/8'LVL HDR Q - J I I r -I ®8'-0'HD HT w 6' 15'-0" D'-0" I1-0 3'10' N 2052 DH 10'-4` - - - - - - - - - - — - - - - - - - - - � Tq I I FAB I v I I 4 2'-0"4" 3'-6' 4' 2'-0" 4- FR 5' 0 FI E II'-0'CEILING I I N LIVING AREA I BREAKFA5T AREA -0.. 2'-0" ~ pR5 I q'-0'cEIL846 I 12'-b"5TH'GEIL 4 BEDROOM #2/ 2'-0" 4 DINING AREA2'o' �° q'-0'GEIL O I 15ED HEARTH I � 5010 OPT. DEN � I � I I� I��" \�� GL WIGS �+ 2016 TR 2-V FM M. I I r 22'X 3o'ATTIG n , I I I I ACCESS HATCH 2052 DH r -T '� I'0" q'-0' I PRE-FAB I I W N g 8'-0'HD HT 'I II FIREPLAG J Q T � � L I 12'-6'STEP GEIL L J 2'-0" II'o" i -2 I GREAT ROOM I• W — — m 12'-0'STEP CEILING IF _ ,� GREAT ROOM I I Dw W-O' LING ®� - I Tom' I 4 X668 — — — T2 r ❑ w O Tj I I iL_J KITG N I I RAISED RTH ®� I 01261-TR m to I®og'-o'1�Hr 61, Ib'-4" 3'-0" *-0' o0 00 4" 3'-g," 4' 8'-0' Q I'O (212642 OH v (2)2816 TR I I z 2 0 ® I '-0'STEP CEI (2)2852 DH I I -0'CEILING c I b I �, MASTER I 118 U o e'-0' Hr J o I I I BATHROOM o ( A ry BATH I L J =� 12"5MARE HBd6 r � � I DININ6 AREA I I I �a°��2.4 ®� = r �I I I ° ®�DERMA CAST COLUMN I ( I I I (4) WC I 2' " 4'-0' 3'-0I IT 2" 4" 3'-6' b V-0" b' Q W/SQUARE FLAT GAP 21'G I REF P05T'. nom' 4 d BASE(OR EQUAL)- L -� DI J r+ °J o I I �s8 I 48'x34 Cn ` CORNER COLUMN TO 2'b" b" 2'-0' i� SHONER PAN V BE PROVIDED W/ / `r ®SD II'-0'GEIL I I N 3D- 60"x34"PAN 4SPLIT KIT 4' 3'-D11 1'-l0" 4" b'-0' s LIN. ®� PAN W/OVT TUB w KITCHEN L — ' - - - - - - — J � B 6' 4° 2'-0' 4" 5-4- b° 5'g" `-I �q� NOTE'Y': `r 1q 1 2-0" I DN 14R ;4 8 w ° o PKT DR Q GOAT O 0 2610 TR U Q ` DI - (3)2xb HDR I W-O"CEILIN6 0 'v '-0'CEILING m - J ry GL 1�V WC , � HT 3060 EXT IN5UL DR zrl rz C,0\/ERE FOYER AV. we q'-0• IIaN6 o PAN GL W/(2)12" ~ PORG V �- 4" 4'-8" - 4" b'4" 6" I4'4' 3'4" 4, 8'-2" I y 0 5117ELI6FTf5 W 4'6" G�, ® � m AU DRY q'-0'CEIL I pb� p'P q'-0'GEIL®� � J® p Q DI 3'-4- D 4" I.� 602 ®SD S NOTE'S•, `� LAUNDRY ° �N I BATH N (4)2x6 IR 22"X 3"" TTIG 4®517 y"N e — P05T ACCESS TGHAe'v+ * NOTE•rl �8 4• 3'-2" 4" 3'4' b" T'-0" 6" 4'-0" 4' b'-2" , LI GL Q bxb P.T.POST WITH /��\ , - 2865 IN5UL DR- v, v `r 4 SIMF50N 86523/6 P05T 12 - - p GAP ANCHOR d 51MF SON I SHWR PAN L°�b RATED NU 5E1F 11'-0"GEIL `>66e m ENERGY ABWb P05T BASE(EYP- - - CLOSING DEVICE FOYER r 265 V N (L© � TEMP 6L PRTN ® q'-0'G ILIN6 - - 0 8'-0"HD HT 1.ENERGY THEY APPLY TO ENERGY COPD�E�ARE BEING PATH AND SECTIONS OF ENERGY CODE AS ALL COLUMNS) r �� d DppR WI L I'-0° 4,-4• 3.-&. 3' 4° 2'2• 4' o m 4" 14R I '4' 'b' T-0" C I ��,% o - - 2.ALL UC N PL WiM THE 2015 INTERNATIONAL ENERGY � - � Q � L J CONSERVATION CONSTRUCTiON CODE THE AUTHORITY HAVING JURISDICTION SHALL BE (3)2810 TR 6" q'-0' 4" 4'-0" 4" b'-10" 6' d I®� I PERMITTED TO DEiERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY 0 8'-0'HD HT 10'-0' EIL1N6 TWO GAR GARAGE INT.BEARING WALL EFFICIENCY REQUIRED BY THIS CODE (3)28`�O I I ® MA5TER `r q'-0'GEILIN6 0 4'PG.51AB(MIN 3500 P51 CONC) 6'(R-21)BATTS fl I I 10 TREADS 10'-0"STEP GEIL b•to-2U BAiTS ' bxb,10/10 writs. o I DEN/BEDROOM #2 I 4 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A = BATH OOM WILL "SLOPE GARAGE s1 Ae DONN 2• WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY WITH iRC N1101.14. Lo WC LAV' "YW15 t GELLING BD ON 6ARP6E I'-0' 4'-4" 4' 14'-0" 4" r T O" b" 12'0" 6" Y 4.A171C OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL G�j - - o "�'TYPE'X•6YP By ON INT OF LMNB COVERED EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. (5 _ _ _ o SPACE COMMON MALLS TO 6ARA6E 5.INSTALLATION -THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE :o d Q PORCH a I i co INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE 2010 TR REQUIRED BY CODE OFFICW„AN APPROVED THIRD PARTY SHALL INSPECT ALL � 0 8'-0'HD HT r - - - -N fW2 ---�--q'-0'SOFFIT � - - - - - COMPONENIS AND VERIFY COMPLIANCE '�� 2050 DH � r - - � L - - - - - - J 6.TESTING -BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HIVING LESS L 6" 16'-0' 4" 4'-2" 6" 18'-0" I'O" GABLE ROOF TT21J55 GIRDER - - - W THAN OR EQUAL TO 3 ACH50 IN CZ4A,5,6A TESTING SHALL BE CONDUCTED BY AN - - APPROVED THIRD PARTY. I I ( 2X6 HDR o D1 0 - (2)2X10 HDR N. 7.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 AT 3'OR GREATER IN DLAMETER AND R-6 AT DUCTS LESS THAN 3'IN I I CAR DIAMETER. I I � 4'Po5lAB 0'11 350011 coN61 5,0, _ � r - - T - - 1 � o II'-0'5TH'CEILING MA5TER Q _ IbOTO OH DR REINFCO RCED WITH bxb,10/10 WXM. I' I 20 0 6A DUCTS SEALING-DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. q 2'-0" I BEDROOM I N - - - - 0 •CAPE 6ARA6E SLAB DOM 2' (2)3010 TR N 8.DUCTS TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE NR LEAKAGE BY o I �_ I HD 5 1/4k Ib'LVL HDR o HO TOWARDS 6ARA6E DOOR 4016 TR 20 AN APPROVED THIRD PARIS. I op TYPE'X'GYP so ON 6ARASE (2)2"Xb'INT.HDR DTI (2)13052 DH DTI 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. *WALLS!'X16116 3080 EXT IN5UL OR 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105F DEGREES OR I I "'TYPE'X'GYP BD ON INT OF LMN6 W/12'SIDELIGHT N I DH 0/21 DI SPACE COMMON YU+L15 TO GARAGE b <55F DEGREES SHALL BE INSULATED o 6 '"O"F� DI 4" 4' Q z WITH R-3 MINIMUM. 0 61-01 M HT2010 TR }� I I - y A P ii. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC/IMC 2050 DH I A I I B-5 W ^ U 12EOUIPMENT SIZING -PER ACCA MANUAL S,BASED ON LOAD CALCULATED PER ACCA - L n" - J } MANUAL J AS PROVIDED BY A THIRD PARTY HEELS RATER. Q L Q 6" 2' " 2'-O" —, 16010 OH OR O p 13.UGH TING-A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE `^ (2)2X6 FUDR ° N (21 2X6 HDR W O u l HIGH-EFFICIENCY LAMPS. 1 e e A13 5 I/4k ib'LVL HDR AB 14.ALL HVAC,PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 HD I HD o W ENERGY EFFICIENCY,INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL ENERGY 21/0 21/0 0 U CONSERVATION CODE R SHAH BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 19 L — — J L — — J MODEL B-I MASTER O TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF 0 V-TR 3010 TR 19 2„ DTI DT1 BEDROOM WALL Z DI DI B BEYOND 0 )....� THE MECHANICAL,AIR CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW,EXISTING OR DH DH D-5 W T Q UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. 4'-0" q'-0" 4'-0" I'_6" Ib'-0"R.O. I'4" 2'-0" 16'-0"12.0. I'-8" 6'-6" 6'-b" 0 15.ADDmONS,ALTERATIONS OR RENOVATIONS:SHALL COMPLY WITH IECC 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH IT'-0' 4'-0' Iq'-8" T'-0" 13'-0" ❑ THIS CODE i6 MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACHP4 w SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WiTH SECTION N1103 IO" 3q 8 W U CONTROL SYSTEMS. WALL EXTERIOR WAIL/FIDOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN 2 HR SEPERATION H ACCORDANCE WITH TABLE R4D2.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP (� m AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. WALL PER >�36 J Z U) UNIT 4 UNIT 3 4 038W `i...`.................. . 2015 ARG 624. (5 ) I; \ - (INKBERDlxxjL7) MODEL D I-y'��`: VENTING 5Y5TEM TERMINATION LOCATION: MODEL B I 0 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN IWUIT G�FI. +roe 'C7 OF IOp00 BTU PER HOUR(3KNU OR LE55 SHALL BE LOCATED AT LEAST 6'FROM ANY AIR OPENING INTO A E UIL.DIN6,AND SUCH AN APPLIANCE WITH AN INPUT OVER to BTU MR HOUR BUT NOT OYER 50,000 BTM PER LIVING AREA= - I�qq 50.FT. LIVING AREA: 1599 50.FT. Aoo GARAGE AREA: 413 50.FT. HOUR SHALL 13E INSTALLED NTH A q INCH VENT TERMINATION CLEARANCE, 6ARA6E AREA- 37150.FT. AND AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR SHALL HAVE COVERED PORCH AREA= Iq2 50.FT. FRONT COVERED PORCH AREA: 4q 50.FT. AT LEAST A 12 INCH VET TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL 13E LOCATED AT LEAST 12' REAR COVERED PATIO: 160 50.FT. ` , \ `'".' s"'s t � ^ 1 zC , w r-1 E INSTALL ICE 4 WATER 5HIR D PER MANL FAGTURER5 SPEGIFIGATICNS TO MAINTAIN PRODUCT WARRAN# UHcff- 16 APPLY ICE 4 WATER SHIELD IN FAIR W -EN HN THE AIR ROOF DECK O AND FB�RANE ARE AT TEMPERATURES OF 40•F( r.)OR H16HER. z z V - t PRE-EN6114 ID ROOF 16-(D_PIR 4--d ) L Q 4m N 1RI55fxi MISS HATE T =3U) ` J 'I"" ■^ ^U^``SHISONCCV HTS STRA�PPMB"HSTMS VARYJ W `N CONTIN1O115 KAU 5FEAT11NS TO TOP OF TW--6 HIM (/� to�Z - (,) 7 N LO :r L- � r°Ti H L MOW VAR£''"-SEE TRAMDRMOM FOR O x ACTUAL HER.fEIBMS 0 < WO (Q c _❑ UCID� 00 M NNco r VARIES L1 co \ I❑❑® - - - - HWIDTH IL"-2❑ - - - ®©, KALL PER 36 B LINE OF UPPER 2 18'O" P eurTER I I 5EE PETAL D-5 6ABLE END WALL I �" e•fASGA W OL-4 1 I u g I-0' -- Ii-_- 6x6 P.T.P05T HITH 4 O.H. � -- 12 - (3)2X8 PT 61RDER _ CAP ANIC o5 a si i ° � 'z• VENTED VINYL SOFFIT- - I - - - cr - Q I AL1ANI6GOLUI ) _ - - - - _ - - ( - -- -- - „ II'-01 PLT HT 0 II'-0PL HT. , I I A I LI- +12'HEEL HT. I yGo II'-0'PL HT. B-5 I I'o" LEADER TO DRYV�ELL- +12'HEEL HT. p-p• } I O.H. NOTE•R' O.H. F- DETAIL 1 1 ( 12 i2 12 I 10'-10^ovERE1AN6 WIDTH �� I I �� I I z NOT TO SCALE L-4 ' a I q I to" III-01 �12 FLT HT. 1 I I I I O " ,z w L - - - _ � - I T-0'PL Hr Y p ALIGN O Ln NOTE, HALF OF HIP RAFTER I = OPTION#1 48"MIN 45"MIN F/- ^ , CODE 5EGTION 106.6-EXCEPTION 4: W DESIGN ®oU336 FIREWALL MAY TERMINATE AT UNDER51DE ROOF OPTION#2 5EGURE ROOF 5HEATHING TO G-RUNNER TRACK Z �JJ A 5HEATHIN6 IF FIRE RETARDANT TREATED CODE 5EGTION 106.6-EXGEPTION 4: 2"G-RUNNER TRAGK2" -CAULK FOR w - ��. 5HEATHIN6 15 IN5TALLED FOR A D15TANGE OF FIREWALL5 MAY TERMINATE AT THE OPTION#I $ WALL RATING UNDER5IDE OF ROOF NONRATED SMOKE TIGHT JOINT OVER 0 ]PIl�TISII RASING - 120 MIN. 4'-0"ON BOTH SIDES OF FIREWALL 5HEATHIN6 PROVIDED THE ROOF 15 METAL EDGE FLASHING OPTION#2 O r , � ITEM 7 4811 4811 GYPSUM BOARD DIRECOTE(TED NITH 5/&N�BEXNEATH TYPICAL ROOFING Z V 1) 4 STC RATING - 61 !SE � SECURE WALL SHEATHING TO � w t /.111111 __","............. ^^ 11 L THE UWER51DE OF ROOF 5HEATHIN6 G-RUNNER TRACK ROOF TRU55 O W o AND 15 5UPPORTED BY 2" LEDGERS � ■E� � ( v ATTACHED TO THE 51DE5 OF ROOF U �N = °' FRAMING FOR A MINIMUM OF RAKE BOARD _NP _ p N 015TANGE OF 4'-0"ON BOTH 51DE5 ------__- - --_ - F- 2' H STUD TRAGK AN I OF FIREWALL.ALLOW NO OPENINGS IN '` - FW� 2 ;\ OPTI N #2 TYPICAL SIDING --�X ---- - --Tx Z CII`� rn G U K FOR SMOKE TIHT ROOF WITHIN 4'-O"OF FIREWALL ;. I T OVER EACH 51DE.MINIMUM GLA55 B ROOF Q w m `M? 5HIN6LE TO BE INSTALLED - `�,.. ._......... .. 2x HIDDEN METAL FLASHING o uJ 00 v .;'�' ROOF E5® 24 O.G. 12 VERTICALLY 4 12 HORIZONTALLY M OF 55 " .....,........,.. r..........,.,•.., r..r..._....r..,....-__--.- _ Ol�R 05HEATHINGD 2 4 LE GFRs W/ TO IDE ' .w__..__; �..w,..rr.rr..r...r.... ........... .......nrrrr..r.., ............_.._.r.—_...... 1.__.rrrrr..rr..r...rr.r,.,,+•e,•,,.,,•_• x " I D h m (( I- �w. ..f-.....� ,-......,..,..................•--' ----_..... ................. - �....:•--� ---- ,: . . ...__. OPTION#1 _ ---.._... ,,......... ., I OPT.#2(TYP) j Iti;a �;�': `�-. ,,.,; i^•.._ s " AI SPA GE EA. SID r` 1 �, F,..:r ,;^.,•.\..• ,� # z 2"x2"x2 Y2' LONG n r _ a•�•- -- - -- ....-_t„ ---.......... - zti_{ ..----':~.......,...._�. OPTION 2 ............-'' �=--- .. ....... :: ��:~.. ... .. ;.,�;... o .063 U56 ALUMINUM ..---- -- •'� INSTALL� TREATED PLYWOOD 5HT6 BREAKAWAY CLIPS 4`•,- �'>•_-�{ ,t'� FOR MIN 48"OUT, IF LOWER ROOF 15 ................. 3;f " ld, { SPT: {'; ? GYP. BD. OR MINERAL LE55 THAN 30" BELOW HIGHER ROOF SECURE ROOF �-' ``-'' ; ) WOOL FIRE BLOGKI TYPICAL ROOFING SHEATHING TO TRU CONFIGURATION 1 3 I/2" (R-13) BATT ASW CLIPS OR .0(03 USCF - - -- - - _ - - ob ALUMINUM 3 USG AL IN T-----------T �('----------- " BREAKAWAY CLIPS O ALUM ANGLE CLIPS x� Lx xJIM v �_::�Pt 5 DT�:�'I•1R1- FROM AREA SY'J'ARATION. �r�'?��..�._�;��:()N3,�'.. I AIR SPAGE DOUBLE H-STUD TRAGK I"AIR SPAGE I"AIR 5PAGE f ; SGREWED BAGK TO BAGK y _` f (2)PIECES G.P.TOU GK I FIREGUARD W j� `'4 � I�`- . / :t TYPE *X" PROOF 1/2"GYP.BD Z DOUBLE H-STUD TRACK SGREWED FILL I CAVITY AT FLOORS AND BOARDS W/F BER R 5 FINISH ON BOTH O . _ , �_-- _ --__-___ wwwww ;,i„- -------- ------ BACK TO GK RD OR MINERAL SIDES AND E06E5 w__wwwwww- r ••.-,.---- - _ A BA GEILI 6 GYP 1-...:,.....r,.,.� ........... r: f. : HOOL FIRE BLOCKING rY `; I" AIR SPAGE O ' /A, _ r ... - --........... 1" 2 H-STUD TRACK _�.. _ . .— i-.... :.:........................... ..Y.._�....... ....... . .:�.-_.......� ::::::::: _._.. ,......_ (2) PIECES 6 P E "X" 5 OAK E _ 4 ` ...__.... - ,, , FIREGUARD TYPE °X" SHAFTL R, O m _.`.` 3 ......__. \,s................... __.. _�;.r._............ I .. .... .... }f ti ti _ .a- - - 2x4 P.T.SILL PLATE ❑ It•.: i - .; WATER PROOF BOARDS W/ T`.: \ ' •�� LA55 FIN15H ON BOTH 51DE5 - - I .�.. - -`' _... .. Y.... ^• �, _...... .. .I AND EDGE5 FIRST FLOOR I�• ..{. ` Y.'\•', \1,` '��• 4• �`'\ .---.._... 3;1 AIR SPACE .. f 3/4" T46056 OPTION#1 L ' SUBFLOOR - GLUED GODS SECTION 1066-EXCEPTION 4: ' � SGREWED - RUN _ RIM JOIST PER FLR J015T MANUF. I ` CONTINUOUS BETWEEN - JOISTS PER PLAN FILL I"CAVITY AT FLOORS AND CEILING W/ RDFS`' FIREWALL MAY TERMINATE AT PLATES AT EXTERIOR - GYP.BOARD OR MINERAL WOOL FIRE UNDERSIDE ROOF SHEATHING IF FIRE I CONFIGURATION F. (2) 2x4 P.T. SILL PLATE BLOCKING 063 U56 ALUMINUM RETARDANT TREATED SHEATHING 15 O WALL ; :.,•s:'-' BREAKAWAY CLIPS 4-0 ik[}SF.F.?TO �'•�itk ��itt:lM �.IT HER SID `.`-.-, •,,•'Y INSTALLED FOR A DISTANCE OF ............................ ...........................,,...r.......... _. _ ON BOTH SIDES OF FIREWALL � w 114,. 14" (R-13)CLOSED GELL 5PRAY FOAM IN5UL i"(P ANCHOR BOLTS(14" LONG + w 3.4 • r . �...,, r'+, SPr1 .E ........,.,•_... •,...-------- A[t� �,sPrC:'`? ALONG IN51DE FACE OF END.WALLS-FULL HT ; ;':; d 3" HOOK 8" MIN EMBEDMENT) OR OPTION#2 - a CODE SECTION 106,6-EXGEPTION 4: r AIR 5€ r'��.1 I I 1 OR DRAPED BLANKET INSULATION PHE5IVE ANGHOR5 W/ 3"X3"A" FIREWALL5 MAY TERMINATE AT THE UNDERSIDE OF ROOF m _-;x .__;_;;___. ;-� -- .•, +, :' ;,' ^r~^~; r WA5HER PL ® 24" 0/G. NON-RATED 5HEATHIN6 PROVIDED THE ROOF 15 PROTECTED WITH t� y d �?,�, I`r,�.,`,y',•it'.� '�jf, j. i (U#4 HORIZ.REBAR d a ❑ O f, 4 , ,, `^ 1 5/8"TYPE "X"GYPSUM BOARD DIRECTLY BENEATH THE UNDERSIDE ' : ' ��° i 2 HR FIREWALL SEPERATION DETAIL �{ OF ROOF SHEATHING AND 15 SUPPORTED BY 2" LEDGERS 1' i i ; r.. ,,.4• mak'•�;,•, ,, ; ,` }ti r` r; , i' I ,+-'�, (I)#4 HORIZ.REBAR® MID BASEMENT ATTACHED TO THE 51DE5 OF ROOF FRAMING FOR A MINIMUM OF LL 15TANGE OF 4-0 ON BOTH 51DE5 OF FIREWALL.ALLOW NO I I I •': r r ' ' '< �'j' ` ' •; ; ,4fs'. i..,, -`} 1, f. �;f,, ti i•;L y ��,J _1 l_.�_r-� HEIGHT OF WALL STORY ` '` d a N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS F�'D D " �W/J • i; :i'; `� .�.,+. , '\,,,.,'�'- •� ;�,.�; /1 i24"A2" — OPENINGS IN ROOF WITHIN 4'-0"'OF FIREWALL EACH SIDE.MINIMUM U .� `,; 12 FOUNDATION HALL ON TYPICAL BASEMENT SLAB GLA55 B ROOF SHINGLE TO BE INSTALLED. I \ ''• ,•'' Y�,.•% P.G. FOOTING - *4"PG.5LAB(MIN.2500 P51 -- ,,• ,,, �, d d GONG) STG RATI NC D06 MIL.POLYEINELENE ', �,, , , ; `� w- ,-fir-r-. . ''; "t�'• -• - -`. VAPOR BARRIER USG BROCHURE 5A100 (FIRE RESISTANT #I -• OPTION SECTION 106.6-EXCEPTION 4: rah : ;y TAMP d FILL TO 95%DENSITY EMBLIE5) ERSIDE ROOF A55 FIREWALL MAY TERMINATE AT UND OPTION 2 Z U -� � I `� •` � '�`' • PAGE 22 (AREA SEPARATION WALL `'':, r f; 'r!j 1 ,e \ -'�`'.-,,.`_ k5,4 4,`�{ �: �f?,.i� �•�, D .° d d SYSTEMS) SHEATHING IF FIRE RETARDANT TREATED • � J ,; ti:'• `> ;f ?' '` 4 a 5HEATHINC715 IN5TALLED FOR A 015TANCE OF GODS SECTION 1 TERMINATE AT N 4- TEST #UL DE5 U341 " NON-RATED a 4-0 ON BOTH 51DE5 OF FIREWALL FUNDER5IDE OF ROOF N10N RATE THE Z) .,, ..._,s.x.•��_ ---11'--- ,g`•' : t.• �. d d SHEATHING PROVIDED THE ROOF 15 U PROTECTED WITH 5/8 TYPE X O ° ° ACOUSTICAL PERFORMANCE = STG 60 48" 48° " " " Q L0 IQ T,ii.A L ISE.CXKX�LRna HORIZONTAL #4 d a a. TEST #RAL-TL-88-350 GYPSUM BOARD DIRECTLY BENEATH BASED ON 2x4 FRAME WITH MIN. 3 THE UNDERSIDE OF ROOF 5HEATHIN6 4 ° a MINERAL WOOL BATT AT EACH 51DE AND 15 SUPPORTED BY 2"LE06ER5 XX I d SECTION 1201.2 OF 2015 IBC- WALLS, § VX ATTACHED TO THE 51DE5 OF ROOF FRAMING FOR A MINIMUM OF SEPARATION WALL: (Max Height - 66 ft) PARTITIONS AND FLOOR/GEILING 015TANGE OF 4'-0"ON BOTH 51DE5 DETAILI A55EM FROM EACH OTHER OR FROM 2' H STUD TRAGK AND OF FIREWALL.ALLOW NO OPENIN65 IN I. Floor Intermediate or To Wall -- 2 in. wide channel Sha ed with I in. long leg5 formed from No. 25 M56 galy steel, 5ecured with suitable 2 HR FIREWALL SEPERATION NITS GAU K FOR SMOKE TI Y OPTION #2 ROOF WITHIN 4'-0' OF FIREWALL Top p FW2 PUBLIC, OR 5ERVIGE AREAS SHALL HAVE �ITT OVER EACH SIDE.MINIMUM CLA55 B ROOF fasteners spaced 24 in. OG. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS A STG OF 50 OR MORE. 2x4UDS CONTINUED ro UN[�E IDE ROOF 55E5® 24"O.G. 5HIN6LE TO BE INSTALLED 2. Metal 5tud5 -- 5teel member5 formed from No. 25 M56 galy 5teel having "H" -5haped flanged Spaced 24 in. OG; overall depth 2 in. and flange width I-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED STG=60 i R of SHEATHING o g 3. 6yp5um Board* -- Two layers of I in. thick gypsum board liner panels, 5upplied in nom 24 in. widths. Vertical edges of ponel5 friction fitted TEST #RAL-TL-88-350; STC = 60 1° AI SPAGE EA. 51D into "H" -5haped 5tud5. GC-x,- INC -- Type SLX. TYPICAL FRAME WALLS (2) PIEGE5 6.P.TOU6HROGK I" UNITED 5TATE5 GYPSUM GO -- Type 5LX UNRATED FIREGUARD TYPE "X" 5HAFTLINER, GYP. BD. OR MINERAL USG MEXICO 5 A DE G V -- Type SLX. wlNDow f N67— HATER PROOF BOARDS w/ WOOL FIRE BLOGKI FIBER6LA55 FINI5H ON BOTH 51DE5 AND EDGE5 ASW CLIPS OR _O/v3 U60 z PROTECTED WALL: (Bearing or Nonbearing Wall) --- ALUM ANGLE CLIPS s 2 HOUR FIRE SEPERATION I" AIR SPAGE DOUBLE H-STUD TRAGK w 4. Wood 5tud5 -- Nom 2 by 4 in. max 5pacing 24 in. OG. 5tud5 cro55 braced at mid-height where nece55ary for clip attachment. Min 3/4 in. WALL SHOWN HATCHED SGREWED BAGK TO BACK 5eparation between wood framing and fire 5eparation wall. '1065 HORIZONTAL CONTINUITY: CD 4A. Steel Studs -- (A5 an alternate to Item 4, not Shown) -- For Bearing Wali Rating - Corrosion protected 5teel 5tuds, min No. 20 M56 FIRE WALL55HALL BE GONTItdJ0U5 FROM 00 DOUBLE H-STUD TRAGK 5GREHED FILL 1" CAVITY AT FLOORS AND EXTERIOR WALL.TO EXTERIOR WALL BACK TO BACK GEILIN6 W/GYP.BOARD OR MINERAL (0.032a in., min bare metal thickness) steel or min 3- I/2 in. wide, min No. 20 656 (0.036 in. thick) poly 5teel or No. 20 M56 (0.033 in. thick) WOOL FIRE BLOCKING accordance with the current edition of the 5 ecificotion for the Desi n of Gold-Formed Steel 1 AIR SPAGE - `- primed steel, cold formed, shall be designed in acc UNRATED 2" H STUD TRAGK C� r5 b the American Iron and Steel Institute. All de5i n details enhancing the 5tructural integrity of the. wall a55embly, including (2) PIECES 6.P.TOU6HROGK I" STG RATING 5tructural Membe y g g w1NDow the axial de5i n load of the 5tud5, 5holl be o5 s ecified b the 5teel Stud de5igner and/or producer, and 5holl meet the requirements of all CODE SEGTIDN 7065 EXCEPTION #2 USG BROCHURE 5A100 (FIRE RESISTANT ►—� FIREGUARD TYPE "X" SHAFTLINER, 2x4 P.T. SILL PLATE Z applicable local code agencie5. The max stud 5pocing Of wall a55emblie5 5hall not exceed 24 in. OG. 5tud5 attached to floor and ceiling UN5PRINKLERED BUILDIN65: HATER PROOF BOARD5 W/ ASSEMBLIES) p - FIBERGLASS FINISH ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WALL � tracks with I/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 �/ ) SYSTEMS) Co n. min bare metal thickness) Steel or min SHEATHING TO EXTEND 4'-O" ON /\ ( CODE 5EGTION 706.5 EXCEPTION #3 AND EDGE5 UNEXCAVATED TYPICAL 0 L r A151 Specifications. Top and bottom tracks 5holl con5i5t of 5teel members, min No. 20 M56 (0.032Q I BUILDINGS EQUIPPED H/ NFPA 13 OR 6ARAGE 5LAB TEST#UL DE5 U341 o w m No. 20 656 (0.036 in. thick) alv steel or No. 20 M56 (0.033 in. thick) rimed Steel that rovide a sound 5tructural connection between BOTH SIDES OF FIREWALL AND n NEPA 13R SPRINKLER: *4"P.G.5LAB(MIN.3500 P51 GONG) w h�-�1 Y g p P OFFSET WALL ACOUSTICAL PERFORMANCE = STG 60 > h�-�i Steel Studs, and t0 adjacent assemblies Such a5 a floor, ceiling, and/or other walls. Attached to floor and ceiling a55emblie5 with Steel IRE RETARDANT TREATED SHEATHING a (� REINFORCED TO q5%b,)ono ww.M. w w AT FIREWALL END W WIDE x FULL d a *TAMP FILL 7E 5LA DENSITY TEST#RAL-TL-88 AME 0 fasteners 5paced not greater than 24 in. O.G. Studs cross-braced with stud framing at midheight where nece55ary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. (1)#4 HORIZ.REBAR a *SLOPE GARAGE 5LAB DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3" F..� Z U � 3/4 in. 5eparation between Steel framing and area 5eparation wall. Fini5h rating ha5 not been evaluated for Steel 5tud5. HEIGHT OF FIREWALL }}� TOwARD56ARA6E DOOR MINERAL WOOL BATT AT EACH SIDE a II � 4B Steel Studs -- AS an alternate to Items 4 and 4A, for use in Gonfiguration B only, not Shown) -- For Nonbearing Wall Rating - Channel I d SECTION N5 AN OF 2015 IBC- WALLS, W o 5haped, fabricated from min 25 M56 corro5ion-protected 5teel, min 3-1/2 In. wide, min 1-1/4 in. flonge5 and 1/4 In. return, 5paced a max of 24 2 HR FIREWALL SEPERATION DETAIL 2 L� _, PARTITIONS AND FLOowGEIHEL 0 �+ in. OG. Studs to be cut 3/8 to 3/4 in. 1e55 than a55embly height. Top and bottom tracks shall be channel 5haped, fabricated from min 25 MSG N.T.S. - d ASSEMBLIES SEPARATING DWELLING uwTS OFF-SET EXTERIOR WALLS FW2 �$ FROM EACH OTHER OR FROM PUBLIC OR ❑ corro5ion-protected 5teel, min width to accommodate 5tud 5ize, with min I in. long leg5, attached to floor and ceiling with fa5tener5 24 in. OG d 5ERVIGE AREAS SHALL HAVE A 5TG OF 50 w max. Studs cro55-braced with 5tud framing at midheight where nece55ary for clip attachment. Min 3/4 in. 5eparation between 5teel framing and OR MORE. d F H area 5eparation wall. Fini5h rating ha5 not been evaluated for Steel 5tud5. 2 HOUR FIRE SEPERATION (1)#4 HORIZ.REBAR® MID d PROVIDED 5TG=60 1 � TYPICAL FRAME WAL HEIGHT OF WALL STORY i",P ANCHOR BOLTS(14" z m 5. byp5um Board -- Classified or Uncla55ified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or verti(ally. 6yp5um board attached to WALL SHOWN HATGHED a studs with I-I/4 in. Ion steel drywall nails spaced S in. OG. Vertical jointS located over studs. (Optional) JointS covered with paper tape and LONG + 3" HOOK, 8" MIN w g y a EMBEDMENT) OR APHE51VE Z Q joint compound. Nail he covered with point compound. d NOTE: UL#336 EXCEEDS CURRENT FIRE GORE C7 0 0 6. Attachment Gli S -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-I/4 in. legs. GIipS Secured with Type 5 5crew5 3/8 in. long to ANCHORS L 24" O " STANDARDS AND REDUCES SOUND TRANSFER W _ UNIT UNIT 12" FOUNDATION WALL ON 24"x12" - WASHER PL ® 24 0/G. "H" 5tud5 and with e W 5crew5 1-1/4 in. long to wood framing through hole5 provided in clip. UNRATED WINDOW5 P.G. FOOTIN6 BETWEEN UNITS E GIST Type, 6A. Clipplacement (Item 6) for 5eparation wall5 up to 23 ft high. Space clip5 a max of 10 ft OG vertically between wood framing and "H„ AND DOORS v_ a _M EN Rp 5tud5. p ° ° 6B. Clip placement (Item 6) for 5eparation wall5 up to 44 ft high. Space clips a5 described in Item 6A for upper 24 ft. Remaining wall area — below require5 Clips 5paced a max 5 ft OG vertically between wood framing and "H" 5tud5. L) r77 r77 cement Item 6 for se oration walls u to 66 ft high: 5 ace cl i 5 as described in Item 6A for upper 24 ft. Space clips as `� 6G. Clip is ( ) P g P p ° ° �'o J y Pp p de5cribed in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clip5 5paced a max of 40 In. OG vertically ° ❑ 8" UNRATED 51 D 1 NG (TYP) ° between wood framing and "H" studs. �YORh HORIZONTAL #4 Q. . .... ........ 7. Non-Bearing Wali Partition Intersection -- (Optional) Two nominal 2 by 4 in. 5tud or nominal 2 by 6 in. 5tud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN. dll ° d . UNITS 3 JOB NUMBER IOd nails 5paced a max. 16 in. OG. vertically and fastened to one side of the minimum 2 by 4 in. Stud with 3 in. long IOd nails Spaced a max 16 CODE 5EGTION 106.5 EXCEPTION #3 a in. OG. vertically. Inter5ection between partition wood 5tud5 to be flush with the 2 4 in. 5tud5. The wall artition wood 5tud5 are to be GORE SECTION 706,5 EXCEPTION #2 ° 2 0 1 6 0 2 3 y p by p BUILDINGS EQUIPPED w/NEPA 13 OR NEPA 13R SPRINKLER: QT framed with a Second 2 by 4 in. wood Stud fastened with 3 in. long IOd nails Spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall UNSPRINKLERED BUILDIN65: (MODEL D) tX 4 FIRE RETARDANT TREATED SHEATHING AT FIREWALL END 8" WIDE x FIRE RETARDANT TREATED 5HEATHIN6 TO EXTEND 4'-0" 2 HR FIREWALL SEPERATION DETAIL @GARAGE 5 Q6i SHEET NUMBER partition intersection per Stud cavity. Non-bearing wall partition 5tud depth Shall be at a minimum equal to the depth of the wall. FULL HEIGHT OF FIREWALL ON BOTH SIDES OF FIREWALL N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 Z *Bearin the UL Gla55ification Mark (MODEL B- 1 ) g 2 HR FIREWALL SEPERATION DETAIL 3 USG AREA SEPARATION WALL SYSTEM UL# U336; W ' A Z Last Updated on 2010-10-21 N.T.S. AT FLUSH GONDITION TEST #RAL-TL-88-3 50; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Il