The URL can be used to link to this page

Home My WebLink About42369-Z o�gUEFOI,f-BOG Town of Southold 3/13/2019 o - P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40261 Date: 3/13/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 11 Millstone Ln Unit 77, Cutchogue SCTM#: 473889 See/Block/Lot: 102.1-1-45 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/22/2018 pursuant to which Building Permit No. 42369 dated 2/13/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, front and rear covered porches and attached two car garage as applied for. (Unit 77) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0131 1/22/2019 ELECTRICAL CERTIFICATE NO. 42389 12/3/2019 PLUMBERS CERTIFICATION DATED 12/28/2018 All uff Plumbing Cont. Inc. t ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42369 Date: 2/13/2018 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per SCHD & Planning approvals. (Unit 77, A Unit) At premises located at: Millstone Ln Unit 77, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-45 Pursuant to application dated 1/24/2018 and approved by the Building Inspector. To expire on 8/15/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,923.20 CO -NEW DWELLING $50.00 Total: $1,973.20 Bui i pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. 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 (8-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and " » 1. Accurate survey of property showing all property lines,streets, building and unusual naturalaori topogg,,raphiuses: 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 Are-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$15.00 New Construction: lDate. Did orre-exTing Building: (check one) _7 �Location of Property: 'sINh-4L/ Q House No. treet Hamlet Owner or Owners of Property: tt rn 0✓ �9/Q�Qp �) /� Suffolk County Ta Map No 100 , Section 0 Block l�J Lot �Cubdivisio �t � 'moiled Map. -7 ®N D°� 7 Lot:r _ Permit No. Date of Permi�.j Applicant: (�10 VI- Health D �f Health Dept. Approval:�4 � � g � underwriters Approval: ..__ Planning Board Approval: f :Rcques( for: Temporary Cert icate Final Certificate: ch k one) Fee Submitted:$ A plicant Si I tti ` CONSENT TO INSPECTION e l��Qv "W/a m a�L- � the undersigned, do(es)hereby state: Owner(s)Na e(s) That the unders' ed is) are) nw er )of the premise nth T n of Southold, located at which is sh wn ark fesignated on the Suff9 younty Tax Map as District 100?1 Section Q ck 6 ,Lot That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Buildings iector's Yffice for e%lowin V O That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: 116 ( natuk--r- A.n► 1 41 (Sign re) (Print Name) pF SO�j�®l Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 �®� roger.riche rt&—town.south old.ny.us Southold,NY 11971-0959 lyc®UNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 11 Millstone Ln unit-77 City: Cutchogue St: New York Zip: 11935 Building Permit#. 42369 Section. 102.1 Block. 1 Lot: 45 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 59 Ceiling Fixtures 18 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors 2 Main Panel 150a A/C Condenser 1 Single Recpt 1 Recessed Fixtures 29 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt30a Emergency Fixtures Time Clocks Disconnect 150a Switches R42 Twist Lock Exit Fixtures TVSS Other Equipment: 3-combination smoke /co detectors, 3-bath fans, 10-ARC fault circuit breakers, 5-combination GFCI/ARC fault circuit breakers Notes. Inspector Signature: - `' Date: December 3 2018 11i 81-Cert Electrical Compliance Form.xls SQ -k' Town Hall Annex { Telephone(631) 765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Coy Tj -tzz- DE(g I O'V[E BUILDING DEPARTMENT OWN OF SOUTHOLD FEB 1 3 2019 TOWN OIC SOUT11OLDCERTIFICATION Date: Building Permit No. 14.)rN.Pg Owner:- k b�� LLC, (Please print) Plumber: •��C�o 1 h(1r1 W./� -�C' �,5 -t(` �. (Please print) I certify that the solder used in the water supply system bontains Iess than 2/10 of I% lead. (PlfL ers Signature) Sworn to before me this Z e� day of >�� 20 MM FIORITA Notary Public,State of New York Reg.No.01 F16368364 Sj;��C:ount Qualified in Suffolk c 'n Notary Public' Y Commission Expires SOF so I o� o �ycourm,��' TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE RKS: �SI �tiG �6V�,�i +flY1, Ok < < o✓ Svvl/ ,/ DATE illethAYW INSPECTOR �-*yWqun� �-� BOE SOUTy �o� opo # TOWN OF SOUTHOLD BUILDING DEPT. o . ,o - lourm 765-1802 INSPECTION- [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [2IREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: V1Pt ` 4 �4yonnl 629lef" �o DATE INSPECTOR OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. I�. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL U �7 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �r 1 DATE INSPECTOR + f TOWN OF SOUTHOLD BUILDING DEPT. romm�� 765.1802 INSPECTION - I FOUNDATION 1ST [�OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION FRAMING /STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [%4�FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: ;�,yt(,f� 1)14%/ eloza 1 8 DATE g � INSPECTOR OF SOUI'y0� , # TOWN OF SOUTHOLD BUILDING DEPT. courm��'' 765-1802. 42,-� INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. v " [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION , [ ] CAULKING REMARKS: DATE �� l� INSPECTOR ' 3 of so�T �-�— # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] PS ULAT [ ] FRAMING /STRAPPING [ FINAL / - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: l L..- c&% - b4v1446� 49 s�-� w 4jvVWt---- YZS awn DATE INSPECTOR a0F So(/T # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL XeA/15� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS/: Nw Ad &ILI DATE 3 C INSPECTOR - oF souryo # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING / STRAPPING [ 'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: GA4vn DATE 311 INSPECTOR -F I- Manual S Compliance Report Job: wrightsoft Date: 1/3/2019 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: Model A(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 11 Millstone Lane Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 26311 Btuh Entering coil DB: 76.5°F Outdoor design WB: 71.0°F Latent gain: 3492 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 29803 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 1200 cfm Sensible capacity: 25200 Btuh 96%of load Latent capacity: 10800 Btuh 309%of load Total capacity: 36000 Btuh 121%of load SHR: 70% Reating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 50540 Btuh Entering coil DB: 63.3°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 948 cfm Output capacity: 52000 Btuh 103%of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. ' wrilghtsoft® 2019Jan-0416 37 43 Right Universal 201818.0 32 RSU20066 Page 1 ACCt, .or Model A MAN JSD%Rimor Model A MAN JSD JA.rup Calc=MJ8 Front Door faces W "�— . _ . . . Form • •rm RIDER 1 ACCK. for — — • (Loads, • • — 15 Mar 09 AF W dimhgCae'xSasd/ureke Header Information Contractor: Energy Testing Services LLC REQUIREDATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets). Yes E] No F� Mechanical license: or MJ 1AE Form'(and supporting worksheets): Yes Ei No m OEM performance data(heating,cooling,blower): Yes E] No Building plan#. Manual D Friction Rate Worksheet: Yes Ei No Duct distribution sketch- Yes F1 No F-1 Home address(Streator Lot#,Block,Subdivision).11 Millstone Lane Cutchogue,NY 11935 Model A(Laurel), Entire House LOAD CALGULATION40 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature- 10 °F Orientation: Front Door faces West Indoor temperature: 68 'F North,Fast,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 50540 13tuh Number of bedrooms: 2 Conditioned floor area. 3789 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature. 83 °F Indoor temperature. 75 °F Windows Roof Grains difference: 30 glib @50% RH Eave overhang depth: 10.0 ft Sensible heat gain. 29898 Btuh Internal shade. blinds Latent heat gain. 3969 Btuh Blinds,d2pes,etc. Depth window Total heat gain: 33867 Btuh Number of skylights. 0 EQUIPMENTHVAC • 40 Heating Equipment Data Cooling Equipment Data Blower Data Eruipmenttype: Gas furnace E%ipmenttype: SpIRAC Heating cfm: 948 umace,Heat pump,Boller,etc. it Conditioner,Heat pump,etc. Cooling cfm: 1200 Model: Generic Model: Generic Static pressure- 0.60 in H2O AFUE92 SEER 16+ Fan's rated ext emalstatic pressure for design airflow Heating output capacity. 52000 Btuh Total cooling capacity: O Btuh Heat pumps-capacity atwinterdesignoutdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity. 0 Btuh `-C DUCT DISTRIBUTION SYSTEM DESIGN (IRC MT601.1) Design airflow: 1200 cfm Longest supply duct: 419 ft Duct Materials Used Equipment design ESP. 0.60 in H2O Longest return duct: 206 ft Trunk duct: Sheet metal Total device pressure losses: -0.6 in H2O Total effective length(TEL): 625 ft Available static pressure(ASP): 0,01 in H2O Friction rate: 0.002 in/100ft Branch duct* Round flex metal,Sheet metal Friction Rate=ASP-(TEU 100) declare the load calculation,equipment,equipment selectionand duct design were rigorously performed based on the building plan listed above, I understand .•-on • be subject to review and • Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality r uthority having jurisdiction use. `Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightlstatt" Ri 9 ht-Suite®Universal 2018 18 0 32 RSU20066 tsof n Load Short Form Job: - wrightsoftm Date: 1/3/2019 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: Model A(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 11 Millstone Lane Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD(°F) 58 8 Pressure/AVF 50 Pa/1471 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 56522 Btuh Sensible cooling 25200 Btuh Heating output 52000 Btuh Latent cooling 10800 Btuh Temperature rise 50 °F Total cooling 36000 Btuh Actual air flow 948 cfm Actual air flow 1200 cfm Air flow factor 0.020 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Den 189 3444 2747 70 128 Kitchen 254 2199 2143 45 100 Dinning 76 2440 1423 50 66 Living Room 293 5535 2707 112 126 Foyer 173 3863 1365 78 64 Master Bed 299 3057 1883 62 88 Master Bath 109 2361 1025 48 48 WIC 77 975 129 20 6 Mud Room 47 861 636 17 30 Bath 1 39 396 84 8 4 Stair 1 62 0 0 0 0 Hall 73 0 0 0 0 Bed 2 147 8074 8926 164 415 Bath 2 47 4173 1888 85 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F�i-wrightsoftm 2019-Jan-04 16:37:43 RlghtSwte®UNversal 201818.0 32 RSU20066 Page 1 i� ...orModel AMAN JSD1RimorModel AMAN JSDJArup Calc=MJ8 FrontDoorfaces• W Loft 227 0 0 0 0 Basement 1679 9318 824 189 38 Entire House 3789 46696 25780 948 1200 Other equip loads 3844 530 Equip. @ 0.88 RSM 23153 Latent cooling 3492 TOTALS 3789 50540 26646 948 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightmW 2019-Jan-0416.37:43 Right-Suited Universal 2018 18 0 32 RSU20066 Page 2 IM1iCiA..or Model A MAN JSD1Rimor Model A MAN JSD JA rup Calc=MJ8 Front Door faces: W Summa Project Pro1 Summary Job: .{�. Wf j9ht50f�°' Date: 1/3/2019 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: Model A(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 11 Millstone Lane Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 83 OF Inside db 68 'F Inside db 75 'F Design TD 58 OF Design TD 8 OF Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 43796 Btuh Structure 22309 Btuh Ducts 2900 Btuh Ducts 3471 Btuh Central vent(60 cfm) 3844 Btuh Central vent(60 cfm) 530 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 50540 Btuh Use manufacturer's data n Ratelswing multiplier 0.88 Infiltration Equipment sensible load 23153 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3( artial)12 Pressure/AVF 50 Pa 1471 cfm Structure 2016 Btuh Ducts 233 Btuh Central vent(60 cfm) 1244 Btuh Heating Cooling Outside air Area(ftz) 3789 3789 Equipment latent load 3492 Btuh Volume(ft3) 29415 29415 Air changes/hour 0.32 0.14 Equipment Total Load(Sen+Lat) 26646 Btuh Equiv.AVF(cfm) 155 69 Req.total capacity at 0.70 SHR 28 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 56522 Btuh Sensible cooling 25200 Btuh Heating output 52000 Btuh Latent cooling 10800 Btuh Temperature rise 50 OF Total cooling 36000 Btuh Actual air flow 948 cfm Actual air flow 1200 cfm Air flow factor 0.020 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wr��O - 2019-Jan-04 16.37 43 s .-.•-..,«._w., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACM..or Model A MAN JSD1Rimor Madel A MAN JSD JA rup Calc=MJ8 Front Door faces, W N }V Second Floor Sup Riser Ret Riser 26x16 22" 22. 04 cfm 26 16 Loft 105 cfm Bath 249 cfm 14" 10 x 16 Bed 2 14" 14249 ch Job#: Energy Testing Services LLC Scale: 1 : 104 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right Suite®Universal 2018 11 Millstone Lane Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2019-Jan-04 16.37.59 ...JSD1Rimor ModelA MAN JSD JA... N 3� Main Floor 91105 el'i i Dinning 79 efm �Master Bath 151 drn 58 cfm Master Bed Broan Exhaust Fan Model L150 Living Room Kitchen 60cfm Energy Sup Riser Ret Riser Star Continuous 26 x 16 22" Use Timer Hall 120 eft WIC 90 dm 24 cfm Mud Room 36 cI@th 1 10 cfm`_ Stair 1 Foyer Den 94 dm �011,53dm Garage Job#: Energy Testing Services LLC Scale: 1 : 104 Performed by Energy Testing Services L.:. Page 2 1648-A Locust Ave Right Suite®Universal 2018 11 Millstone Lane Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2019-Jan-0416:37:59 JSD\Rimor ModelA MAN JSD JA.... F N Basement 114 cfm 22" 4x16 9" 114cfm 10 — 10.1 8 — — — — Sup Riser � — — — — — '� Make up air 80cfm 26 x 16 I Ret Riser 22" 32 x 16 22" IR 1 3x io Skuttle Model 2161 \jj s x 16 Basen ant 10' 8x16 8�C16 4" 26" 5" 4x16 4- yl�a !�`�.11 3 cfm 9" 10" 113 cfm Job#: Energy Testing Services LLC Scale: 1 : 104 Performed by Energy Testing Services L... Page 3 11 Millstone Lane Cutchogue,NY 11935 1648-A Locust Ave Right-Suite®Unwersaf 2018 Bohemia,NY 11716 18 0.32 RSU20066 2019-Jan-0416.37.59 JSD\Rimor ModelA MAN JSD JA... Duct System Summary Job: wrights®ft' Date: 1/3/2019 Entire Mouse By: Energy Testing Services... Energy Testing Services LLC Plan: ModelA(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 11 Millstone Lane Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O a60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.002 in/100ft 0.002 in/100ft Actual air flow 948 cfm 1200 cfm Total effective length(TEL) 625 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (13tuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Basement h 4659 114 23 0.003 13.1 16x 4 MtFx 44.5 180.0 st3A Basement-A h 4659 113 23 0.002 14.4 16x 4 MtFx 56.3 310.0 st5 Bath 1 h 396 10 5 0.003 4.0 Ox 0 MtFx 40.5 180.0 st3A Bath 2 c 1888 102 105 0.002 9.0 Ox 0 ShMt 70.5 220.0 st2 Bed 2 c 4463 98 249 0.002 14.0 OX 0 ShMt 91.5 250.0 st2A Bed 2-B c 4463 98 249 0.002 14.0 Ox 0 ShMt 81.8 225.0 st2 Den c 2747 84 153 0.004 10.0 Ox 0 MtFx 22.8 160.0 st3 Dinning c 1423 59 79 0.005 8.0 Ox 0 MtFx 12.5 130.0 st1 Foyer h 3863 94 76 0.004 90 Ox 0 MtFx 37.8 140.0 st3 Kitchen c 2143 54 120 0.005 10.0 Ox 0 MtFx 4.0 130.0 st1 Living Room c 2707 135 151 0.004 10.0 Ox 0 MtFx 20.3 150.0 st3 Master Bath h 2361 58 57 0.002 7.0 Ox 0 MtFx 53.8 365.0 st5A Master Bed c 1883 74 105 0.004 9.0 Ox 0 MtFx 40.8 130.0 st3 Mud Room c 636 21 36 0.002 5.0 Ox 0 MtFx 43.3 245.0 st5 Wic h 975 24 7 0.002 4.0 Ox 0 MtFx 53.8 365.0 st5A Bold/italic values have been manually overridden wrilghtsotFt° 2019-Jan-04 16 .-L., ,,,�„�„o, RightSuite®Universal 2018 18.0.32 RSU20068 page age 1 1 iiC�l or Model A MAN JSD\Rimor Model A MAN JSD JA.rup Calc=MJ8 Front Door faces. W Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5A Peak AVF 81 64 0.002 122 12.4 16 x 6 ShtMetl St5 st5 Peak AVF 216 123 0.002 243 17.9 16 x 8 ShtMetl st3A st1 Peak AVF 113 199 0 005 224 13.9 16 x 8 ShtMetl st2A Peak AVF 98 249 0.002 224 18.1 16 x 10 ShtMetl st2 st3 Peak AVF 726 637 0.002 204 28.1 16 x 32 ShtMetl st3A Peak AVF 339 151 0.002 218 21.1 16 x 14 ShtMetl st3 st2 Peak AVF 298 604 0.002 209 252 16 x 26 ShtMetl Return Branch D- Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (In) Opening(in) Matl Trunk rb4 Ox 0 114 23 117.5 0.003 208 10.0 Ox 0 MtFx rt1 rb3 0x0 612 790 102.3 0.003 214 26.0 Ox 0 MtFx rb2 ox 0 298 604 206.0 0.002 229 22.0 Ox 0 ShMt rt1 rb1 Ox 0 113 23 0 0 0 0 Ox 0 MtFx TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 412 627 0.002 238 22.0 0 x 0 ShtMetl wrightsaftm2019,1an-0416:37:43 ++ Right-Suite®Universal 201818 0 32 RSU20066 Page 2 �� fi & ..or Model A MAN JSD\Rimor Model A MAN JSD JA.rup Calc=MJ8 Front Door faces W 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 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 - Fax: (631) 563-2954 UF SOUIyOIo .. TOWN OF SOUTH®LD BUILDING DEP` © °`ycou7654 802 114SPECTIOPJ [ ] FOUNDATION I ST [ ] ROUGH PLBG. L ] FOUNDATION 2N® [ ] !�SIJLATION [ ] FRAMING /STRAPPING [ ]` FINAL - L ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION L ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS, CIA t j 1 tr �,' f 1/ IAT j (' LZ l DATE �� '� INSPECTOR r w•=.a�?"`^` •.«erg, .r• -F'v`,'° GRC[l ARG �; ;:<< ;.'.rr.. �r-0, ,,,.�°s,,,...' ,.�, �>, , ;>'.��.,: , ,`.:�,,��; �•4�=:ta HITECTURE PC «7 -Dr ;,ur:.,::,�a; s• ','_: , ., .v" :2,,?�;,. 3750 EXPRESS DRIVE SOUTH „rdw�,� .,y.5� y" yy,�. ;�' r".: ;Y '+,Y 5•a�'.l.t"�v°',.,r,�,,;� SUITE 202 ':'!'F�•'M ]w S.t :•'. �f� r r�; �� ;`, 0'f` �1'1J s. e�. ISLANDIA, IVY 11749 v=Y ad i � •.w.°.�y .i?f .Ys,`C v^`"igrN�`• WWW.GRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 Town of Southold DD Building Department F EB 1 3 2019 53095 Route 25 PO Box 1179 } gip, Southold NY 11971 TOWN OF SOUTH1; LD Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, D AhC, U�'ERT Cyd y�T� v 2 Glen Chery y IA, LE AP c' ss�►. , Principal 'y023B1� Q� TFOF NE`�� >.;��`•s;+{ ,., 1` •"�' '�f.'�•Y"<, �. rr:r•,nt�T;;;.3,k.` ��.a:.�.e.a:�y't� ��`.i. ,,af�J .gym.,��,�,�t,. ,k;'a:} i#''�.,'.. ,z�-�ai4�'',, _ f,�p�;,ii w ya1r.;< Es' ............ DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 2100—THERMAL INSULATION SECTION: 07 25 00—WATER-RESISTIVE BARRIERS/WEATHER BARRIERS REPORT HOLDER: ACCELLA POLYURETHANE SYSTEMS, LLC 2400 SPRING STUEBNER ROAD WEST SPRING,TEXAS 77383 EVALUATION SUBJECT: BAYSEAUm CLOSED CELL SPRAY-APPLIED POLYURETHANE FOAM INSULATION ICC ICC ICC � �y,�.Fr�"e;�.v ,_ae:Ti,?e CF1v!'L� i_;�,`�y4h}'•"�`'5A C PMG LISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC)Award in Excellence" A Subsidiary of COPF ounfl ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not $" A;"'" specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied,-as to arty finding or other matter in this report, or as to any product covered by the report. �•�, «pry^ Copyright 0 2017 ICC Evaluation Service, LLC. All rights reserved. UMES Evaluation Report ESR-2072 Reissued September 2017 Revised October 20Y7 This report is subject to renewal September 2018. ] (800)423~6687 | (662)699~0543 A Subsidiary ofthe hntemabona/Code Councilo DIVISION:87WO00-q[HER0AL AND MOISTURE 1112015. 3O12and 2O08ICC 7OUNational Green Building PROTECTION Standordr*(ICC 7OU'2O15. ICC 70O-2O12and ICC 7Om. Section:07 21 00—Thermal Insulation 2000 Section:07 25 00-48ater-FesiwdweBardens/Weat6mr Attributes verified: Barriers See Section 2.O REPORT HOLDER: 2'0 USES ACCELLA POLYURETHANE SYSTEMS,LLC Bayoeo|n^ Closed Cell spray foam insulation is used as 2400 SPRING S7UEBNER ROAD WEST thermal insulating materials in Typo |. U. U|. |V and V SPRING,TEXAS 77389 construction under the IBC and dwellings under the IRC. (281)350'9000 See Section 4.Gfor use inType|. ||. |||and|Vconstruction. The insulation isfor use in wall covitiea, floor assemblies or ceiling moommb|imw` or attics and oow| spaces when EVALUATION SUBJECT: installed inaccordance with Section 4.O.When installed in accordance with Section 4.5, the insulation may be used BAYSEAL`mCLOSED CELL SPR4Y-APPWED000nalternative to water—resistive barriers required|nIBC POLYURETHANE FOAM INSULATION Section 14O4.2and IRC Section R7O3.2. 1'0 EVALUATION SCOPE The attributes of the spray foam insulation as an a|bemmUww water-resistive barrier have been verified as 1.1 Compliance with the following codes: conforming to the provisions of V CALQnyen Section m 20152812ond2�0B��n/��zne/8u8d�0��a"m(|BC1 5'407'1 and () ICC 7OD'2O16GanUonG02.1.8. 118U2.1.Q ' ~` and 13.6.802.1.8; (iii) ICC 700'2012 Section 602.1.8. w2016. 2012 and 2009 International Residential Code 11.802.1.8 and 12.5.802.1.8| and (iv) ICC 700'2008 (IRC) Section 802.0 for water-resistive burri�n� Note that dedoionoonuom�8imn�ofhrNhoseon�o� na��m�hthaunar a21 12and 2O0R��n�e�na/6n*g�'Cx»`sema�on ofthis re dThmuwerioadxi advised project-specific Dode�(|ECCJ report, -- - p�v|ok�nn that may be contingent upon meeting specific N 2U13Abu Dhabi/ntenvotiomo/Bu0din � �OndeJ]|8C)l oonddono, and the xehfioabpn of those conditions is oub�6eth000upenY�hioepo�Th�aoo�demor�andondo 'm*Ao/onmua�unomnunoomc.u000IBC code°�monom��noro mthis report are the same sections mthe xo/oo. often provide supplemental information meguidance. is Other Codes(see Section 0 The o#hbubro of the insulation have been *mhfimd as conforming to the provisions of ICC 700'2008 Section 703.2.1.1.1(c)7DO.2.1.1.1(c) am on air impermeable Insulation. Note that IN Gurfam*bumingnhmnmctehmiice decisions oncompliance for those areas rest with the user of this report. - '�� The user is advised of the mdfio � Physical properties provisions that may becontingent upon meeting specific * Thermal resistance monditiona, and the xahfivaUon of those conditions is nubd -'o--outside These codes or�andards � /�Ucandnm�|opecmin�aUoUpn often provide supplemental information ouguidance. in Air permeability 3.0 DESCRIPTION 0Vapor pennomnce 3.1 Bayewm|nwClosed Cell Foam Plastic Insulation: Is Water-resistivebaffier aavueo/=" pq/o, Closed Cell spray-applied nmvun*mano N Exterior walls inTypes|through |Vconstruction hzmm insulation comprises a series of products 1 � �nm�uoWqm tm �he0m|�wn�m� Qr�wm opdw6a� am�/w� designated: BayseaITM CC X; and Bayumelnw CC XP. ^ 8oymmoPw Closed Cell spray polyurethane foam insulationatwm�mr�m'' -, ' iomedium-density polyurethane foam plastic intended bo a 2016 California Green Building Standards Coda be installed as o component of floor/ceiling and mmU (CALQneen).Title 24. Part 11 assemblies. The material imabmu'ommponemd. closed cell, Klumton Reports are not to be convirued as representing ae.%dielics or any odjeratm��norspecifteally addressed.nor are they*be co^tri4*/ - m "xco, � "� �os- - �"w�m*vm^*�xm m m/w"u»m�/pxz10 to aRyfinding ","ther"mver in this report.",avm=yp"du*co,°"u/p»*report =Za& � uopyriummuo1/ICC Evaluation Service,LLC. All nghtsreserved Page Ims ESR-2072 I Most Widely Accepted and Trusted Page 2 of 6 one-to-one-by-volume spray foam insulation with a nominal one-component,water-based intumescent coating supplied density of 1.9 pcf (30 kg/m3). The insulation is produced in 5-gallon (19 L) pails and 55-gallon (208 L) drums. The in the field by combining a polymeric isocyanate (A coating material has a shelf life of one year when stored in component) with,a polymeric resin blend (B component). factory-sealed containers at temperatures between 50°F The insulation liquid components have a shelf life of six (10°C)and 80°F(270C). months, are supplied in nominally 55-gallon (208 L) drums 4.0 INSTALLATION and must be stored at temperatures between 70°F (21°C) and 80°F(27°C)a minimum of 48 hours prior to use. 4.1 General: 3.2 Surface-burning Characteristics: BaysealTm Closed Cell spray foam insulation must be The insulation at a maximum thickness of 4 inches installed in accordance with the manufacturer's published (102 mm) and a nominal density of 1.9 pcf(30 kg/m3) has installation instructions and this report. A copy of the a flame-spread index of 25 or less and a smoke-developed manufacturer's published installation instructions must be index of 450 or less when tested in accordance with ASTM available at all times on the jobsite during installation. E84. Thicknesses of up to 8 inches (203 mm) for wall 4.2 Application: cavities and 12 inches (305 mm) for ceiling cavities The insulation is spray-applied on the jobsite using are recognized based on room corner fire testing in volumetric positive displacement pumps as identified in the accordance with NFPA 286,when covered with a minimum Accella Polyurethane Systems application instructions.The /cinch-thick (13 mm) gypsum board or an equivalent maximum service temperature must not exceed that thermal barrier complying with, and installed in accordance specified in the manufacturer's P published installation with,the applicable code. instructions.The foam plastic must not be used in electrical 3.3 Thermal Resistance(R-values): outlet or junction boxes or in contact with water.The foam The insulation has thermal resistance (R-value)at a mean plastic must not be sprayed onto a substrate that is wet,or temperature of 75°F(24°C)as shown in Table 1. covered with frost or ice,loose scales, rust,oil,or grease. 3.4 Vapor Permeance: The insulation must be applied in accordance with the manufacturer's published installation instructions up to the The foam plastic has a vapor permeance of less than maximum total thickness as specified in Sections 3.2, 4.3 1 perm (5.7x10" 1 kg/Pa-s-m )when applied at a minimum and 4.4. Additional passes, if necessary, may be applied thickness of 1 inch (25.4 mm) and may be used where a after ten minutes or more of curing time. Class 11 vapor retarder is required by the applicable code. 4.3 Thermal Barrier: 3.5 Air Permeability: 4.3.1 Application with a Prescriptive Thermal Barrier: BaysealTM Closed Cell spray foam insulation is air- BaysealT"" Closed Cell spray foam insulation must be impermeable in accordance with 2015 IBC Section 1203.3 separated from the interior of the building by an approved and 2015 and 2012 IRC Section 8806.5(2009 IRC Section thermal barrier of '/Z-inch-thick (12.7 mm) gypsum R806.4), at a minimum thickness of3/4-inch.es (19.1 mm), wallboard or an equivalent 15-minute thermal barrier based on testing in accordance with ASTM E283. complying with, and installed in accordance with, IBC 3.6 Bayseallm IC Coating: Section 2603.4 or IRC Section R316.4, as applicable. Thicknesses of up to 8 inches (203 mm) for wall cavities BaysealTm IC coating is a one-component, water-based and 12 inches (305 mm) for ceiling cavities are polymer coating. BaysealTM IC intumescent coating is recognized, based on room corner fire testing in supplied in 5-gallon (19 L) pails and 55-gallon (208 L) accordance with NFPA 286. drums and has a shelf life of one year when stored in a factory-sealed container at temperatures of 50°F (10°C) or 4.3.2 Application without a Prescriptive Thermal above. Barrier: 3.7 Flame Seal TB Coating: 4.3.2.9 Application with Flame Seal TB Coating: The Flame Seal TB Coating (ESR-4002) is manufactured by Prescribed 15-minute thermal barrier may be omitted when installation is in accordance with this section. The Flame Seal Products, and is atwo-component (Flame Bayseal"m Closed Cell insulation and Flame Seal TB Seal TB resin and Flame Seal T50 crosslinking catalyst), system (ESR-400.2) may be used in lieu of the prescribed water-based polymer intumescent coating. The coating is 15-minute thermal barrier. The foam plastic insulation supplied in 5-gallon (19 L) pails [4 gallons (15.1 L)of resin thickness must not exceed 6 inches (152 mm)in walls and and 1 gallon (3.8 L) of catalyst] and 55-gallon (208 L) Ceilings, and the insulation must be covered with 18 dry drums [40 gallons (151.4 L) of resin and 10 gallons mils (0.46 mm), at a minimum rate of 1.2 gallons(6 L) per (37.8 L) of catalyst] and has a shelf life of one year when 100 square feet(9.3 m2)].The substrate must be dry,clean stored in factory-sealed containers at temperatures and free of dirt and loose debris or other substances that between 40°F(4°C)and 90°F(320C). could interfere with the adhesion of the coating. Flame 3.8 TPR2 Fireshello BMS-TC Coating: Seal TB may be applied by airless sprayer, conventional TPR2 Fireshello BMS-TC (ESR-3997) is manufactured by spray, medium knap roller or brush at ambient TPR2 Corporation, and is a one-component, water-based temperatures between 50°F (10°C) and 95°F (35°C) 62°F polymer intumescent coating. The coating is supplied in and 95OF (160C and 35 C) and relative humidity of not 5-gallon (19 L) pails and 55-gallon (208 L) drums and has more than 85 percent. a shelf life of one year when stored in factory-sealed 4.3.2.2 Application with TPR2 Fireshell® BMS-TC containers at temperatures between 45°F (7.2°C) and Coating:The prescribed 15-minute thermal barrier may be 95°F(35°C). omitted when installation is in accordance with t2 is section. 3.9 DC 315 Coating: The BaysealT"' Closed Cell insulation and TPR Fireshell BMS-TC system (ESR-3997) may be used in lieu of the DC 315 (ESR-3702) is manufactured by International prescribed 15-minute thermal barrier. The foam plastic Fireproof Technology Inc. / Paint to Protect Inc., and is a insulation thickness must not exceed 71/4 inches(184 mm) ESR-2072 I Most Widely Accepted and Trusted Page 3 of 6 in walls and 9'/4 inches (235 mm) in ceilings, and the 2015 and 2012 IRC Section R806.5 or 2009 IRC insulation must be covered with 12 dry mils (0.30 mm) Section R806.4. [20 wet mils(0.51 mm)], at a minimum rate of 1.24 gallons 11 (4.7 L) per 100 square feet (9.3 m2)]. The substrate must Combustion air must be provided in accordance with be dry, clean and free of dirt and loose debris or other Section 701 of the International Mechanical Code substances that could interfere with the adhesion of the (IMC). coating. TPR2 Fireshell® BMS-TC may be applied by 4.4.2.2 Use with BaysealTM IC Coating: BaysealTm airless sprayer, conventional spray, medium knap roller or Closed Cell insulation may be spray-applied to the brush at ambient temperatures between 62°F and 95°F underside of roof sheathing and/or rafters, and the (16°C and 35°C) and relative humidity of not more than underside of wood floors and/or floor joists in crawl spaces 65 percent. as described in this section. The thickness of the foam plastic applied to the underside of the wood floor or roof 4.3.2.3 Application with DC 315 Coating: The sheathing must not exceed 12 inches (305 mm). The prescribed 15-minute thermal barrier may be omitted when thickness of the spray foam insulation applied to vertical installation is in accordance with this section. The wall surfaces in attics and crawls aces must not exceed BaysealTM Closed Cell insulation and DC 315 Coating 8 inches (203 mm). All foam plastic surfaces must be system (ESR-3702 may be used in lieu of the prescribed covered with 4 dry mils (0.1 mm) of BaysealTM IC 15-minute thermal barrier. The foam plastic insulation intumescent coating, applied at a rate of 0.5 gallon (1.9 L) thickness must not exceed 71/4 inches (184 mm) in walls 2 and in ceilings and the insulation must be covered with per 100 square feet (9.3 m ). Baysealnw IC intumescent coating may be applied by brush, roller or airless sprayer 12 dry mils [18 wet mils (0.45 mm)], at a minimum rate of at ambient temperatures between 50°F and 115°F (10°C 1.12 gallons (4.23 L) per 100 square feet (9.3 m). The and 46°C) and relative humidity of less than 75 percent. substrate must be dry, clean and free of dirt and loose Surfaces to be coated must be dry, clean, and free of dirt, debris or other substances that could interfere with the loose debris and any other substances that could interfere adhesion of the coating. The DC 315 Coating may be with adhesion of the coating. BaysealTM Closed Cell applied by airless sprayer at ambient temperatures insulation, as described in this section, may be installed in between 50°F and 90°F (10°C and 32°C) and relative unvented attics in accordance with 2015 and 2012 IRC humidity of not more than 65 percent. Section R806.5(2009 IRC Section R806.4). 4.3.2.4 Use as Interior Finish: The BaysealT"" Closed 4.4.2.3 Application of BaysealTM CC X and BaysealTM Cell spray-applied polyurethane foam insulation and CC XP Closed Cell Insulation without Coating: intumescent coating systems, as described in Section BaysealTM CC X or BaysealTM CC XP Closed Cell 4.3.2.1 or 4.3.2.2 may be used as an interior finish in all insulation may be spray-applied to the underside of roof construction types under the IBC and dwellings under the sheathing and/or rafters and the underside of wood floors IRC. and/or floor joists in crawl spaces as described in this 4.4 Attics and Crawl Spaces: section. The thickness of the foam plastic applied to the 4.4.1 Application with a Prescriptive Ignition Barrier: underside sof the wood floor or roof sheathing must not pp g exceed 11 /4 inches(286 mm). When BaysealTM Closed Cell insulation is installed within attics or crawl spaces where entry is made only for service The thickness of the foam plastic insulation applied to of utilities, an ignition barrier must be installed in vertical surfaces in attics and crawl spaces must not accordance with IBC Section 2603.4.1.6 or IRC Sections exceed 71/4 inches (184 mm). BaysealTM CC X or R316.5.3 and R316.5.4, as applicable. The ignition barrier BaysealTM CC XP Closed Cell insulation, as described in must be consistent with the requirements for the type of this section, may be installed in unvented attics in construction required by the applicable code, and must be accordance with 2015 and 2012 IRC Section R806.5 or installed in a manner so the foam plastic insulation is not 2009 IRC Section R806.4. exposed. The insulation as described in this section may When BaysealTM CC X or BaysealTM CC XP Closed Cell be installed in unvented attics in accordance with 2015 and insulation is installed in accordance with this section, the 2012 IRC Section R806.5 or the 2009 IRC Section R806.4. ignition barrier in accordance with IBC Section 2603.4 and 4.4.2 Application without a Prescriptive Ignition IRC Section R316.5.3 may be omitted. Barrier: 4.4.3 Attic Floors: 4.4.2.1 General:Where BaysealTM Closed Cell insulation 4.4.3.1 Use on Attic Floors with BaysealTM IC Coating: is installed without a prescriptive ignition barrier as BaysealTM Closed Cell insulation may be installed at a described in Section 4.4.2.2, 4.4.2.3, 4.4.3.1 or 4.4.3.2, in maximum thickness of 8 inches (203 mm) between and attics and crawl spaces,the following conditions apply: over the joists in attic floors.All foam plastic surfaces must ® Entry to the attic or crawl space is only to service utilities be covered with 4 dry mils (0.1 mm) of BaysealTM' IC and no storage is permitted. coating uniformly applied at a rate of 0.6 gallons(1.9 L)per 100 square feet (9.3 m ). BaysealTM IC coating may be ■ There are no interconnected attic or crawl space areas. applied by brush, roller or airless sprayer at ambient ® Air in the attic or crawl space is not circulated to other temperatures between 50°F and 115°F (10°C and 46°C) parts of the building. and relative humidity of less than 75 percent. Surfaces to be coated must be dry,clean, and free of dirt, loose debris ® Under-floor (crawl space) ventilation is provided when and any other substances that could interfere with required by 2015 IBC Section 1203.4 (2012 and 2009 adhesion of the coating. The insulation must be separated IBC Section 1203.3) or IRC Section R408.1, as from the interior of the building (beneath the attic) by an applicable. approved thermal barrier. The ignition barrier in ® Attic ventilation is provided when required by IBC accordance with IBC Section 2603.4.1.6 and IRC Section Section 1203.2 or IRC Section R806, except when R316.5.3 may be omitted. air-impermeable insulation is permitted in unvented 4.4.3.2 Use of BaysealTM CC X and BaysealTM CC XP attics in accordance with 2015 IBC Section 1203.3 and Closed Cell Insulation on Attic Floors without Coating: ESR-2072 I Most Widely Accepted and Trusted Page 4 of 6 BaysealTm CC X or BaysealTM CC XP Closed Cell accordance with IRC Section R318.4 or 2015 and insulation mai be installed exposed at a maximum 2009 IBC Section 2603.8 (2012 IBC Section 2603.9), thickness of 7/a inches (184 mm) between and over joists as applicable. in attic floors without a code-prescribed ignition barrier or 5.8 Jobsite certification and labeling of the insulation must intumescent coating. The insulation must be separated comply with 2015 IRC Section N1101.10 12012 IRC from the interior of the building by an approved thermal Section N1101.12 (2009 IRC Section N1101.4)] and barrier.The ignition barrier in accordance with IBC Section 2015 and 2012 IECC Sections C303.1, R303.1 and 2603.4.1.6 and IRC Section R316.5.3 may be omitted. R401.3 (2009 IECC Sections 303.1 and 401.3), as 4.5 Water-resistive Barrier: applicable. BaysealTM Closed Cell spray-applied polyurethane foam 5.9 Use of the insulations in fire-resistance-rated insulation may be used as the water-resistive barrier construction is outside the scope of this report. prescribed in IBC Section 1404.2 and IRC Section R703.2, 5.10 BaysealTM Closed Cell spray-applied foam insulations when installed on exterior walls as described in this are produced by Accella Polyurethane Systems, LLC, section. The insulation must be spray-applied to the in Spring,Texas, under a quality-control program with exterior side of the sheathing, masonry or other suitable inspections by ICC-ES. exterior wall substrates to form a continuous layer of 1 inch 6.0 EVIDENCE SUBMITTED (25.4 mm) minimum thickness. All construction joints and penetrations are to be completely sealed with BaysealTm 6.1 Data in accordance with the ICC-ES Acceptance Closed Cell insulation. Optionally, self-adhering flexible Criteria for Spray-applied Foam Plastic Insulation flashing materials complying with ICC-ES Acceptance (AC377), dated April 2016, including reports of tests Criteria for Flexible Flashing (AC148), dated April 2015, in accordance with Appendix X. may be installed around penetrations and openings prior to 6.2 Reports of room comer tests in accordance with application of the BaysealTM Closed Cell spray-applied NFPA 286 and UL 1715. insulation. 6.3 Report of potential heat of foam plastics tests in 4.6 Exterior Walls in Types 1, 11, III and IV accordance with NFPA 259. Construction: 6.4 Report of air leakage tests in accordance with ASTM When used on walls of Type 1, II, 111 and IV construction, E283. the assembly in which the BaysealTM Closed Cell spray- 6.5 Data in accordance with the ICC-ES Acceptance applied polyurethane insulation is used must comply Criteria for Foam Plastic Sheathing Panels Used as with Section 2603.5 of the IBC and must be installed at Water-resistive Barriers(AC71), dated February 2003 a maximum thickness of 3.25 inches (82.6 mm) in (editorially revised January 2016). accordance with the manufacturer's published installation instructions and this report. The potential heat of the 6.6 Report of water vapor transmission testing in BaysealTM Closed Cell spray-applied polyurethane accordance with ASTM E96. insulation is 1838 Btu/ft'(20.9 MJ/m2)per inch of thickness 6.7 Report of fire propagation characteristics testing in when tested in accordance with NFPA 259. Wall accordance with NFPA 285. assemblies complying with this section must be as 6.8 An engineering analysis supporting the report of described in Table 2. testing in accordance with NFPA 285. 5.0 CONDITIONS OF USE 7.0 IDENTIFICATION The Bayseal7m Closed Cell spray-applied foam plastic Components for BaysealTM Closed Cell spray-applied foam insulations described in this report comply with, or are plastic insulations are identified with the manufacturer's suitable alternatives to what is specified in, those codes name (Accella Polyurethane Systems, LLC), address and listed in Section 1.0 of this report, subject to the following telephone number; the product name (BaysealTM CC X or conditions: BaysealTM CC XP); mixing instructions; the density; the 5.1 The products must be installed in accordance with the flame-spread and smoke-development indices; and the manufacturer's published installation instructions, this evaluation report number(ESR-2072). evaluation report and the applicable code. If there are Flame Seal TB coating is labeled with the manufacturer's any conflicts between the manufacturers' published name and address; the product name; the date of installation instructions and this report, this report manufacture, the shelf life or expiration date; the governs. manufacturer's instruictions for application, and the 5.2 The insulation must be separated from the interior of evaluation report number(ESR4002). the building by an approved 15-minute thermal TPR2 Corporation Fireshell BMS-TC coating is labeled barrier, except when installation is as described in with the manufacturer's name and address; the product Sections 4.3.2 and 4.4. name; the date of manufacture, the shelf life or expiration 5.3 The insulation must not exceed the thicknesses noted date; the manufacturer's instruictions for application, and in Sections 3.2,4.3 and 4.4 of this report. the evaluation report number(ESR-3997). 5.4 The insulation must be protected from exposure to International Fireproof Technology Inc./ Paint to Protect weather during and after application. Inc. DC 315 coating is labeled with the manufacturer's name and address; the product name; the date of 5.5 The insulation must be applied by contractors manufacture, the shelf life or expiration date; the qualified by Accella Polyurethane Systems,LLC. manufacturer's instructions for application, and evaluation 5.6 When use is on buildings of Types 1, 11, III and IV report number(ESR-3702). construction, construction must be as described in 8.0 OTHER CODES Section 4.6 and Table 2. In addition to the codes referenced in Section 1.0, the 5.7 Use of the insulation in areas where the probability of products described in this report were evaluated for termite infestation is "very heavy" must be in compliance with the requirements of the following codes: ESR-2072 I Most Widely Accepted and Trusted Page 5 of 6 IIS 2006 International Building Code'(2006 IBC) ventilation must be in accordance with IBC Section ® 2006 International Residential Code e(2006 IRC) 1203.3 of the 2006 and 2003 IBC or IRC Section R408, as applicable. Additionally, an ignition barrier must be m 2006 International Energy Conservation Code° installed in accordance with Sections R314.5.3 or (2006 IECC) R314.5.4 of the 2006 IRC or Section R314.2.3 of the ® 2003 Intemational Building Code®(2003 113C) 2003 IRC,as applicable. ■ 2003 International Residential Code'(2003 IRC) ® Application without a Prescriptive Ignition Barrier: See Section 4.3.2, except attics must be vented in ® 2003 International Energy Conservation Code® accordance with Section 1203.2 of the 2006 and 2003 (2003 IECC) IBC or Section R806 of the 2003 IRC, and crawl space The products comply with the above-mentioned codes as ventilation must be in accordance with IBC Section described in Sections 2.0 through 7.0 of this report, with 1203.3 of the 2006 and 2003 IBC or IRC Section R408, the revisions noted below: as applicable. • Application with a Prescriptive Thermal Barrier: See ® Protection against Termites: See Section 5.7, except Section 4.3.1, except the approved thermal barrier must use of the insulation in areas where the probability of be installed in accordance with Section R314.4 of the termite infestation is "very heavy" must be in 2006 IRC or Section R314.1.2 of the 2003 IRC, as accordance with Section R320.5 of the 2006 IRC or applicable. Section R320.4 of the 2003 IRC. • Application with a Prescriptive Ignition Barrier: See ® Jobsite Certification and Labeling: See Section 5.9, Section 4.4.1 except attics must be vented in except jobsite certification and labeling must comply accordance with Section 1203.2 of the 2006 and 2003 with Sections 102.1.1 and 102.1.1.1, as applicable, of IBC or Section R806 of the 2003 IRC, and crawl space the 2006 IECC. TABLE 1—THERMAL RESISTANCE(R-VALUES)' THICKNESS(inches) R-VALUE('F.f2.h/Btu) 1 6.9 2 14 3 21 3.5 24 4 28 5 34 5.5 38 6 41 7 48 75 52 8 55 9 62 10 69 11 76 12 83 For SI:1 inch=25.5 mm;1'Rfe.h/Stu=0.176110°K.m2Ml. 'R-values are calculated based on tested K values at 1 and 3.5-inch thicknesses ESR-2072 I Most Widely Accepted and Trusted Page 6 of 6 TABLE 2—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES WALL COMPONENT MATERIALS Base Wall System– 1–Concrete wall Use either 1,2 or 3 2–Concrete masonry wall 3–1 layer 5/8-inch4hick Type X gypsum wallboard complying with ASTM C36 or C1396 on the interior,installed over minimum 3/e-inch-deep,No.20 gage,C-shaped steel studs,spaced a maximum of 24 inches on center with lateral bracing every 4 feet vertically.Gypsum wallboard must be attached with No.6,11/4-inch-long self-tapping screws located 8 inches on center along the perimeter and in the field of wallboard.Gypsum wallboard joints must be taped and treated with joint compound in accordance with ASTM C840 or GA-216 Floodine Firestopping 4 pcf mineral wool(e.g.,Thermaflber)in each stud cavity at each floorline,attached with Z-clips Cavity Insulation–Use either 1,2 or 3 1–None 2–Fiberglass batt insulation(faced or unfaced) 3–Bayseal closed cell or open cell insulation Exterior Sheathing–Use either 1 or 2 1–'/rinch-thick,exterior-type gypsum sheathing 2–%-inch-thick,exterior-type gypsum sheathing Exterior Insulation BaysealTm closed cell SPF,up to a maximum nominal thickness of 3 inches Exterior Wall Covering– 1–Brick-standard nominally 4-inch-thick clay brick;brick veneer anchors–standard types Use either 1,2 or 3 installed a maximum of 24 inches OC vertically on each stud –Maximum 2-inch air gap between exterior insulation and brick 2–Stucco-minimum /4-inch-thick,exterior cement plaster and lath.A secondary water- resistive barrier may be installed between the exterior insulation and the lath.The secondary water-resistive barrier must not be full-coverage asphalt or butyl-based self-adhered membranes 3--Minimum 2-inch-thick limestone.Any standard non-open-jointed installation technique such as ship-lap,etc.,may be used For SI:1 inch=25.4 mm;1 pcf=16.018 kg/m3. T i Ems oTouch Flame_ 30F001"berglasTm Insulation s' .` Pktyslc-I Pr prtie ixi,f "� ,-�, 'v-._-,...M>; ;a>•w,q+.+nr rsr�_>'"F"k"rC'y#:i ^"tr_ s.TM�'�>,�"i.'.tx. ,,%•y.�':.?-'�•.;�t "� Jr• 1 ,i:<�� '4'�'. y,a'`' aytrv. f„� �4C5��.�,ES f`;•,�``tj v;4..F' .Yr x?..g�tj�t`k c� .1'':ii ..4N ��rtf,'d�`,'.,; �:�C�••w -F i, s: 7,;3 i `4{'.i'{; '�, t S i'�rkt ?, r See"A%adabfity"table s:a Thcnnal Resictancc- ASTM C516 for R-.alues ry`!t L. '.A," Surface Burning Characteristics A5TAf EB4` x'a,:r '` tz5,: (ff.3nte s read•'smok�devela}xd) x'1.4:.:*✓-4 i'a,�' 's�7± ''d"t' 7'S' FSK <25/<50 PSK <25/<50 r 31t.;`*`�C;; >" i• ! `- C tick Radmnt Flu,tYrV/car} r,STI.f E870 x012 pk;.'a?s,,F r. 1p:,>,`;a; .�t,¢•,-F�,�,va.;i:,x r ,i;t`:it' 4NatRr� Vapor Pamu-arce(pemts',t FSK ASTM E26- .5 tS:�.r.kd 'A•"a.K `rro`„^y�kiu.�.• xrt.Y,'ii' ,kd>'.� PSK A5TP:1 E_6- P 5 . ; v°c,�L r•t .`r �� y„ ,r �'`' 's ?fit±::'�,'ry;..C''9 t;meg,,,, i ..°dppq-i,, �,F }. -,j..a•C....�u�i„'�•��1 I,4�.� p�z 7e,y,.�:-1k;', '. >".ani:y;1�'y a'� �;.tf E�°'�d},5,;:?'.,y.g„ X,''C..J y:•'i'e 't< ;.y.F`r^='�ti�' ASTMI CM41, a �`�v;rS 1 sy}r'; r ?.,',',<' •s N<,.�e:,t a .'..;��' �-s.' 4`:a:erVaporSorNtianlby::cia'ri1 ppY4 ax<x�i:�»?„>..n.•`<�.a".�`4:.xt,r:i',�it>,t9 i°it i',��'i.';a��+�r t� ,,�,� C1 iQ41.6 Pr Las ,•".. :i,SP...:�n.J''».•^•`3ak".^.x1L j:F.�-'.r. „R:"..YF�:x:itrai'•tie,,'iidt'N.v=73)..'H..?�'' Odor Entu�ion ASTid C 1304 pass Conosro:r RFststv,ts ASTNI C665 — Description part 138 p Owens Corning' EccTouch' Flame Spread 25 Fiberglas~ Fungi Recistonoe(nbary^laoa or,iv) ASTM 0113,36 pass Insulation is a preformed,flexible blanket insulation.It is I ASTM E64 is used solelyto measure and describe propertes of products in response to hoot and flame uncor controlled laboratory condaions and anoutd not bo used to describe or produced in R-values from 11 to 49,at thickness from 31/2 appro•:otho frco hazard of matartais xmdsr actual fue toads:ns However,the results of these to 11 inches. It is available with either a FSK(foil-scrim-kraft) oottsmayh za;dosed fspar'nentw°`d'ue'tValuesask smepont iled:otheneatestto veatofthefactore of the tiro hazard eta part+cu'nr and use Values aro reported:o the neatest hve rating or PSK(poly-scrim-kraft)facing;both of which act as vapor 2 Deasicantmethod retarders and provide a neat,finished appearance. CIass,iF1caiic)ri s _ ( T`"-' S:"t='�:^".F�`uJ':'zP:s;.r^Fa•u'_., :;"c= Y,..:yo ,,s',x,�.KF::t`-i r:�.�,n.^,,St:,N,;.'.5�;r1;� Va.tUre:ir' ,,r _trsi; ;;iti'`i;:{-;: .�:;i• .;5 " 'p?�r 'i i }^'tl:;�:i" t•.y�s- r,+ (.+ t:�,,r,Y. 4 ":t !'%��ti" tk"'l. �.`" �^a ..t r�,•�,�f. ,t y,°,o-'•Yry_�."'�'`r)::s A .� FY/>HR .a .y-�,,r�,%i.�,yy 1...:f�,,'ya+f5:t_%[ a'.t��`-x•=.:,_ .e .'.tct.:.,tw,.�s:':;,.,Cc..r[.r:.�... �::,•,.i`» ,.t..,r.'�.:..�......k., Excellent thermal control FSK AifT,p--,� TIp—III,CIas,4 Cat 1 • Effective acoustical performance PSK All Typrs Typo ll Clasc A,Cat 1 Provides long term performance and will not settle nor slump within wall cavities Less dust than other fiberglass insulation products ral;s stt gq? 1 1%'1'oCJ aS +M',Ornpl€"Afl~s • Excellent recovery characteristics' a Manufactured In compliance with ASTM C 665 • Compression packaging speeds job site handling and • Federal Specification HH-1-521 F has been canceled and installation replaced by ASTM C 665 t Aecordrng:o2016cGncaluwl andvc[ea,r.Toronto,CanadolrjCucke>Wvddxvtdeonbehallof t+ Classified noncombustible when tested in accordance Covens Corinne tnsatat on 3/se—,LLC with ASTM E 136 lkpp lc tlons ° EcoTouch' Flame Spread 25 insulation is accepted for use Wall,floor and roof/ceiling assemblies where the insulation in all ICC building construction types(1 through V) • Certified to meet California Code of Regulations,Title will be left exposed,or where a low flame spread vapor 24, Chapter 12-13,Article 3,"Standards for Insulating retarder facing is required Material" • Concealed applications of assemblies for non- combustible construction -DgvsiCjr C )nsidol a ions • Wood and metal framed assembly cavities,or attached to u The building thermal barrier(insulation)should be in *u[•faceta with impaling pins continual alignment with the building air barrier • In framed cavities product thickness should match the depth of the framing members • Follow the local,applicable building code(s)to determine the need for and placement of a vapor retarder • Do not install insulation on top,or within 3 inches of a recessed light fixture unless the fixture is labeled as "insulation contact"(IC)rated Availability li stallation See Owens Corning publication"InstallationGuide for Light ood-`rank W;As Density Building Insulation"(Pub. No. 30017858)for more �'VOOti�rartle 1�titlis information.Both FSK and PSK EcoTouch Flame Spread FSK-E- 23 93 6 25 625' 1198' 25 insulation facing options are more abuse-resistant than PSK-E= 23 ss most other building insulation facings.However,when it PSK-Et 23' s6` 6.25' 19' is installed in areas where the material may be subject to FSK-E- 23 95 628 19, abuse,suitable protection should be provided. FSK 15 93' 55' 21 NletalFrame t„'a!`a 1E'nvjro§7a)-,r.W1 and :3ustain blill r FSK 16 96 35' 1a Owens Corning is a worldwide leader in building material FSK 2; 96' 3.5 13 systems,insulation and composite solutions,delivering a FSK 16' 96' 625 19 broad range of high-quality products and services. FSK 90 b a 19 Owens Corning is committed to driving sustainability by FSK 1e s;; 5 i 21 delivering solutions, transforming markets and enhancing lives.More information can be found at FfcorrCt•tfimg FSK 16' 48 95 $0 www.owenscorning.COm. PSK-E- 2:' 48 ° 30 FSK-:.° 24' as 9.5 ao �N�ox��-a4�. FSK 24 46 91, 3o Fiberglass products may cause temporary skin and mucous FSK 16 48, 1: 38 membranes itching due to the mechanical abrasion effects of fibers,a condition which is completely reversible. Owens F"` " "a '” 3' Corning does not recommend the use of unfaced EcoTouch' 3 Testo6pa-.ASTl.!C5t8 PINK' Fiberglas"Insulation in exposed applications where it 4 FSK-E I PSK-E-Extonded fange 5. DarwmsRIB when instaded,na55 deepcevy will be subject to routine human contact due to this potential temporary irritation. For additional information,refer to the Safe Use Instruction Sheet(SUIS)found in the SDS Database via http://sds.owenscorning.com. .r„ ,.;... ..0 ....,._n �-r.-_.:r^.... :..:,».,-..:r.•.....,.,,.r.�rf:.....�.. .�.:u;zv.:.taurr_.-�..:..n^=,:.>:a•s�.-.:.-sr.;;�r...�,..r..,zxx._ ,. .`cox......,^;x:.cry.....:!�i.,r•s,�.n,.:x........:........^.:.._a.:�v:u:.�;n.rru....,. and 5uskalcnawe Ff3att1res ° Certified by SCS Global Services to contain a minimum of 550/a recycled glass content, i8otto pre-consumer and 37% ;r i' post-consumer 1,.`.pa;i GREENGUARD Certified products are certified to GREENGUARD standards for low chemical emissions into indoor air during product usage.For more information, visit ul.comlgg n Environmental Product Declaration(EPD)has been certified by UL Environment Bronze Material Health Certificate from Cradle to Cradle Producto innovation institute ['ti✓`1:.e'1:.,::'�f::^arv:rh_:.:..^.c,YA�1:.n:.:iS:.tS's+4.a+k'.v;,::T•..>.'`:,'.?-_, :,k` <sz:."'��":�.a.;:..�•:;E,:Sv..».41.A: s t�ta�sst�ag• "Fr v, OWENS CORNING INSULATINGSYSTEMS,LLC fD15clah7ior of 7" �;;6'�f�j, ONE OWENS CORNING PARKWAY rr Tachr,catmformation contmaed heroin B furntshed vrnhoutcharge or obbgat�on and rs gtvanond 'i,+r'f?yr;; TOLEDO,OHIO,USA=3859 i`�,°,k,'� accepted at recipient's so%risk.Focause conditions of use may vary and are beyond our comm{, ,a t-Boo-GET-PINK° Owens Coming makes no reoresentat=on about and isnotresponaidioor{iable for the accuracy n„. www.owenscorning.eom Of raiiabilq of data associated w,th parbcula,uses of any productdascribed he-em t SOS Global Services.provides indepandentve,ifioatlor.of recycled content in budding Pub No 18142-R.f'r.nted in U$A luty 2018, t materials and vardres recycled content claims rade by manufaeturors For more mformatror, THE PINK PANTHER'8 D 1984-2018 Metro-Goldwyn-Ntayer Studios Inc „�.✓,.r visit www SCSgloba'servres ccm. All Rights Reserved The dolor PINK is a registered trademark of Owens Corning r' .oi 2018 Owens Corning All Rights Rosorred LEEDx sa registered trademark of he V S Green Su•ldmg Coun;.ft �tw, GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 January 22, 2019 ® LI Town of Southold DD Building Department FEB 1 3 2019 53095 Route 25 PO Box 1179 Southold, NY 11971 r 7, - TOWN OF SOUTHOLD Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No.77 Permit No.42369 Dear Mr.Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. R ully 0 CgERT submitted, ,��-'EyD A&C t e ,AIA, LEED AP Prin, ipal (P 9 02303 T�OF NE�y GRCH ARCHITECTURE,PC 3750 ExPRESS DRIVE SOUTH SUITE 202 ISI.ANDIA, NY 11749 WW W.GRCHARCHITECTURE.COM (631)864-3395 March 13, 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 77- permit#42369 Unit 78 -permit#42368 Unit 81 -'permit#42375 Unit 123 -permit#42376 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for condition s ace as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. jGlenerveny, sub tted, '(ERE ARc ��OgERT Ch,�Ry�j�� C9 -c LEED AP '9�• 023W F01:NE`Ny A0 3 2010 TOWN OF SOUTaGLD APPLICANT S.C.T.M. 1000 (Property owner,Dftip Professional,Agent Canuxter,Other) TER 236 102 ot 3-6.1 NAME 6%AR-f section Block Lot STORNMATER ® DRAINAGE Date 2z 1 jS1 9 INSPECTION REPORT FORM COMPLETED Indicate All Site Work that has been completed Checking Yes No or NA DESCRIPTION,OF WE WOM TORE COMEADY NO i NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls b. Limits of.Clearing&Area of Proposed Land Disturbance. c. Condition of'Siockpiled Soils. . ...... & Verification or size&Depth of Leaching Pools. e. Verification of Drain Pil*-Installation/C6ncrefd Par ging f. Driveway Installation within the Town ROW-Highway Specifications r D g. Final-Sjte Grading-Effect on Adjacent PropertyBA11 IJ 5, 41-. Inspection-of Gutter.&Leader System 1-Drainage PipiTl—gg— i.-- Instalation of proposed Swimming Pool and disc liargering. r- I- SKI:_ VL4i4 9'AVF_ 13EF-W COMPLE-MV 1. Inspection of Construction Entrance/Staging Area(s). k. Location of proposed concrete washout area(s). p A Final Insnection-Report must be completed prior to issuance of.Certificate of Occupancy.-The aDDlicant has three otions for certification of drama e installations 'OPTION 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed'in thi 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 4:3: Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION IP:1. OPTION Z Provide Certification of Drainage Installation with AS-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York: of all drainage structures with appropriate background indicating location Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. TOS Review NOTES TOS Review NOTES: TE pF 0 40RjTrdW 3f,6R. -lb A 12 VEJSold 7-19 c2c c ITS *19 76 w jzB— FOR ENGINE:ERI 43 E:PARTMENT 'EaONLY Additional Work is Required for Approval. Reviewed& 1:1 SMCP Installation is Not Complete. (See Notes Above) Approved By. Stormwater Management Plan Installation has been Date: Inspection Completed & Approved by the Engineering Department. FORM SVC Inspection Report Form-TOS October 2014 Home Energy Rating Certificate Property HERS A- Laurel Model Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2019-01-14 Rating Number: MC084 11 Millstone Lane Registry ID: 123585852 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 55.4 $1135 67% General information Cooling 1.3 $52 3% Conditioned Area 3674 sq. ft. House Type Single-family detached Hot Water 9.6 $170 10% Conditioned Volume 38531 cubic ft. Foundation Conditioned basement Lights/Appliances 23.6 $320 19% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 89.8 $1694 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. ECCC New York State 2016 Ventilation System Exhaust Only: 76 cfm, 23.2 watts. Programmable Thermostat Heat=Yes; Cool=Yes I� Building Shell Features M r— 0 Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under of N C Sealed Attic NA Exposed Floor R-39.0 Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 0 EEO Above Grade Walls R-21.0 Infiltration Rate Htg: 1841 Clg: 1841 CFM50 m O Foundation Walls R-13.0 Method Blower door Michael Caruso u- ° O Energy Testing Services LLC. � Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 632 Clothes Dryer CEF 3.93 Fax# Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 11 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-01-14 Outdoors Temp During Test: 30 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A ppm Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes ✓❑No❑ Tvue: Furnace ✓❑Boiler❑Heat PumpQ Other n 1 z 'Venting Tyne,3 Dra t; S'ip llae Sin IlaQe CO CO Efficiency Fneh.Tvpe Circle T e),', Pascal (Worst Cdse) atural)_ orst Case) CIO Rating:95 0 NOPEI O❑E❑ N❑❑MUSE NSA Pa. Pass❑✓ Fail❑_ Pass❑✓_Fail❑ N/A PPM NSA PPM Yes ZType: Standard Tank✓Indirect Tan1dess ❑ Size: 75 0 Style Common Vent❑ Water Heater Primary: No n Instantaneous Commercial (See Note 5below) (Galons a Stand Alone ❑✓ s z Ventim Type 3 Drat Sin llage Spillage(Natural),; CO co Efficiency F[[el,Tvpe. Circle Type) Pascal orse Case (Worse Cos atural ( YP) - ( ) (� ) ) ) EF: 0.69 N❑✓ P❑O❑E_❑ N❑M❑✓ S❑ N/A Pa. Pass❑✓ Fail❑ PassZFail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No ✓❑ Oven CO 5 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no'EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date:�� Date: 2019-01-14 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex sorryP.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny-gov cou PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 12, 2019 MAR 1 2 2019 Mr. Henry Alia 37' T. Rimor Developmbnt LLC P.O. Box 908 Cutchogue, NY 11935 Re: Approved Residential Site Plan The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue SCTM#1 000-102-1-33.3 Dear Mr. Alia: The Planning Board has found that the requirements for Units # 19-22, 77-82, 123 & 124 of the above-referenced Residential Site Plan have been completed based on submitted materials and the site inspection made March 1, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated Septdinber 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these twelve (12) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, �DZ Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager FOUNDATION (1ST) FOUNDATION (21 LAW ROUGH -- PLUMBING EWV ml INSULATION PER N.Y-. 'Opp STATE ENERGY CODE F - Q�f'�^��:��'':�►G��'� , �' X10 02 ,. ali"m"110. rlElm ADDITIONAL - , ME I'm a o TOWN OF SOUTIi®LD _ BIJiLD -PPLICATION CHECKLIST BUILDING DEPARTMENTDo you have or need the following,before applying? Board of Health TOWN HALL 4-sets-of-Building Plans SOUTHOLD,NY 11971 - Planning Board approval. TEL: (631)765-1802 Suryey FAX: (631)765-9502_ ` ' Check Southoldtownny.gov j%- RTSRT NO'. �� 2� Septic Form N Y.S D,E-C. Trustees C.O.Application _ FIood Permit Examined ,2 Single&Separate 0 _ "fication Form 17— Truss Idents Storm-Water.Assessment Form.- JAN orm._JAN 22 2018 I+ - ~-Contact: P /� 2 iVlailta:___- P_`=®'=-✓.,ems--�_O�. j Approved cJ 20 rlv r;oi r?. tUTHOILD Disapproved a/c TOWN S -Phone 10 - Expiration 20 -Bui s or - i, ICATI-N FOR-bUILDI[NG PERMIT 2017 -- - - - - -_ - - L4 ��'Z- _ - ' Date 20 _ww --- INSTRUCTIONS- a.This apphcati�on e:compfetety-filled.in by typewriter or if,ink and-submitted.to the Building Inspector with 4 sets_of plans,accurate plot plan to scale.'Fee according to schedule. _b. Plot plan showing location of lot and buildings onprem.ises,-relationship-to adjoining premises or public streets or areas and waterways. c.The work covered by this appiication,may-not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection-throughout the work. e.No-building shall be occupied or used-in whole or in part for any purpose what so ever until the Building Inspector issues.-Kertificate of Occupancy.. _ ,- - - f.Every building permit shall.ezliire,if thz worl;'authorized has-not commenced"withiit 12 months after-the date of issuance'or has.not"been completed within=18 f,ionth§-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,th6-extension of the permit for an addition six months.Thereafter,a new permit shalt be required. / APPLICATION 1S HEREBY`MADE to the Building Departmen4 for the issuance of a Building Permit pursuant to the wn of Southold,-Suffolk•County,New York,and other applicable Laws;Ordinances or Building Zone Ordinance of the To -Reputations,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, nspe tions. e,housing code;and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ,v (Signature of applicant or, ame,if a corporation) (Mailingaddress of applican State whether applicant is owner;lessee,agent,architect, engineer;general contractor,electrician,--plumber or builder Name of owner of premises (As on th _tax roll or,latest-deed) If applicant is a corp ation�gnat re toff dl a or zed of keit , VI �/( s ame and title of co rate officer Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Lo on f lan�jo w 'c r q d work%Nn be done: ti lL � Hamlet House Number Street- Lot- County treet L-ot- OS:,};,.. - County Tax Map No.1000;--Section: - - _ - ubdivision '1!-CPQ'A_ T , CO ND a F_ sled Map\o.,_ 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=o 3. Nature of work(check which applicable):View BuildindditionRe air AlteratioRemoval Demolition Other Work 4. Estimated Cost 3 0.© 0 0 O f 0 p z�{� ¢-s (Description) o be paid on filing this application) -5. If d�ellina, number of dwelling units r Number of dwell' nits on each floor If garage,yn-umber of cars � ° g ,<<.IL 6. If business, commercial or mixed occupancy, sgecifTture and-extent of each type of use.` a-YtiW 4:�Ai.��lb illid g'.� t'�•u Y i1,'3 7. ` Dimensions of existing structures, if any:Front Rear Height - + Depth 9 Number of Stories t i Dimensions of same structure with alterations'or additions: Front Rear -Depth '--` '•� ` Height r Number of Stories 8. Dimensions of ent-re-n tw construction: Front �� f.� ff �t C fl ! t, ear Depth •D� Height 2e7 Number of Stories ��g� - - 9. Size of lot; Front Rear Depth 10'. Date of Purchase Nalrie ofFormer-Owner_ , 1 1.. Zone or use district in which premises are'situated 12. Does proposed construction violate any zoning Jaw, ordinance or regulation? YES NO- 1'). lyii! lot be.re-Graded? Y"ES V NO Will excess fill be removed from premises? YES NO ✓ I4. Names of Ovjrer of premises L-&-L Address l L is 14, hone No. $ '678 ,667 Name of Architect t Address Phone No 31 Name of,Contractor 50-4"C- c=3 av k4-- Address Phone No. 1-5 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? "YES NO� x IF YES, SOUTHOLD TOWN TRUSTEES-&D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within-300 feet of a tidal,wetland?" YES N / O L • IF YES, D.E.C. PERMITS MAY BEREQUIRED.- 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 Witt respect to his property. X ES 1 NO x IF YES, PROVIDE A COPY. ®tom �: STATE OF`TEW YORK) ' SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual sianin contract)above named, (S)He is the (Contractor,Age t,Corporate Officer,etc.), of said owner or owners,and is duly authorized-to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and-that the -pork will be performed in the manner set forth in the application filled therewith. Sti�'orn to before me this SUNeW ` day of. ?0( Notaty Public,State of,Neb�,v'06-1' , No.01 BU6185050 a �' DuaMed in Suffolk County commission Exp'n-15-Vn1 1 ) 9- otary Public - ' at " ,of p li nt OFFICE LOCATION: M41LING ADDRESS: Town Hall Annex �Q� S�UTy P.O.Box 1179 54375 State Route 25 �� Ol0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE (� D TOWN OF SOUTHOLD R L."�+ = FEB _ 72018 MEMORANDUM TOWN OF SOLITHOLD To: Michael Verity, Chief Building Inspector From: Donald J. Wilcenski, Planning Board Chairmanl�' l� Date: February 7, 2018 Re: Harvest Pointe (The Heritage at Cutchogue) Elevations/Site Plan The Planning Board reviewed their approval of this project and has determined that, for Phase 1, all the units beginning with "B" (B, 131, 132), are interchangeable with what is shown on the site plan, i.e. a B unit shown on the site plan can be replaced by a 131 or B2 unit and vice.versa. They also determined that the units beginning with "A" can also be interchangeable, so anywhere an "A" unit is shown, could be replaced by Al unit instead, at the discretion of the applicant, The Planning Board will reassess this prior to the beginning of Phase 2. In addition, the changes as shown on the architectural drawings submitted on February 5, 2018 for units 25, 26, 77-82, 123, 124 are also approved by the Planning Board. Enclosed please find an original set with the approval stamp of the Planning Board. 4 � ING DEPARTMENT- Electrical lnspector O� �v TOWN OF SOUTHOLD cul 2 Sin Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 ,VG we (631) 765-1802 - FAX (631) 765-9502 T� roger.riche rVE�town.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION EQUESTED BY: - r - - `� - e Date: 9• _ Company Name: Name: License No.: email:. a L Address: 10llqAl Phone No.: JOB SITE INFORMATION: (AIIInformatio Required) Name: >`7 it P� (') 'e, Address: ar�� , O'&Z*7 ? Cross Street: Phone No.: BIdg.Permit#: email -h"A" Tax Map District: 1000 'Section: 04 Block: 11, 60 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: Y / NO (Rou:ghln Final Do you need a Temp Certificate?: /YESJ NO Issued On Temp Information: (All informationpreguired) [ S 1 Ph 3 Ph Size: A # Meters Old Meter# LNewSeryi '- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead derground Lateral 1 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �I� L Ch Request fbAln t .xls s� EN z &� 2Zs• E r7 _ 16Q • � EN cp • r 8 � +3� wy. �`a-��l`u.�•° is 1 1 / _�• _`Y�_-U... R7-1 WN RZ-XR � �=� �:. �• - P, N P a R7-XL - LA = - PROPOSED COVERED; 8-3x 14 x 20 L PATIO (TYP-) 'L ;,; PROPOSED NATURE TRAIL ' S (PERVIOUS PAVERS) 19 PROPOSED COVERED R7-XR -• � - �� ~'��- 15' x 20' R1-1 PATIO TYP.) ` W11- 'hi >. tJ STRIPE "• �;�-�``", .� :�° t CROSS. PROPOSED r <a wx 50 BUFF 15' x 20 FLUSH BBC �• a ` - y'.L - BREEZEWAY TYPE B-D �^ (TYP.) -RAMP (�') Q R7-XL 4 "L ( ) 5 _..s x a. ��k-:�:��.�;.''z Y' •,`�.�,Y.- I N37'1,3'30"W -BELGI JM BLOCK CURB TYP. ; y9 s ' (SEE WAIL) ` . X R7-XR ��- 'kms��"•" s s 1 Y W W t e Q 0o R I 3 IG PIPE SHALL BE 15'" CPP WITH A SLOPE OF 0% """^""""" "' """'•� - --,_____—___- —_ _.__�___�m _ _ �i • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS AS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED t, )NNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. • BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED } BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE I 1%• TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT L .BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. f STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH �L. WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. :R SERVICE CONNECTIONS TO BE 1". 0 COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH I OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' I ;EWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED > ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING D WATER/DRAINAGE LINES. i PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE E HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE { 4TION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN --R/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEEBIAC • BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER CONTRACTOR SHALL ENSURE ALL CROSSING SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT ET DURING CONSTRUCTION. LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF ES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. 'GENERALLY, A BACTERIOLOGICAL SAMPLE IS I REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR J PORTION THEREOF. INSTALLED UNDERGROUND. Habitable Garage Area at Unit Numbers Area (SF) (SF) Total (SF) Harvest Pointe i 77-124 1,999 486 2,485 C u t c h o g u e 1,3,8,10,12,14, CutchO ue, ,New York 21,23,26,27,29, g � 1,33,36,39,41,45 1,599 363 1,962 Town of Southold 6,47,49,50,52,541 i,_58, 59,68, 72, 76 _ _ No. ' Revision Date= Appvd -,6,9,11 13 _ TOWN/SCDHS REVISIONS 7/28/17 'AVL-`' 19,20,22,2244,, 12 TOWN REVISIONS 6/14/17 AVL 19 5,28,30;32,35,38, 1599 363 1,962 11 SCDH REVISIONS" 482/17 AVL f D,42,44,48,51;53, 10 REVISED PHASING PLAN PER TOWN— 4/6/17 AVL _7,60,62,64,66,70, 73,74,75 - - -- 9 TOWN REVISIONS - 3/27/17 AVL - -- - -- 8 SCDH REVISIONS 3/9/17 AVL i 4 7 34 37 43 55 1979 ---� 1599 p 38 vegigneit¢y§ ;1,63,65,67,69,71 , _ :'�• - '"� ,-ham .c,"�.-.r't=::::; >rr,:�:'J^=`'.,P,�:.`.- .:-..: ". �3x-'�'��'� ��wF��r.'� w;��,,;::�.-,„;�s�:'��'��x' ";,:far-;�'��-`n�`��n`7t.•:�a,��x'� 15,16,17,18 11999 4.08 21407 Issued for Date July 10, 2015 N/A 6,188 N/A 6,188 : 1000-102-01-33.3 SCTIVi Drawing Title SCDHS Approval • Utility Plan sur-i oLftOUNTY DEPARTIMIE 9T OF HEhLTH SERVICES FERW FOR APPROVAL L OPS CONSTRUMON FOR A SINFAWLY RESMENCE ONLY /Z/0 f 7- OLSY 16 ! ®ATM q-5?- 12 , HS REF,M4. &I v-f_? � �1�k ` � s Drawing Number APPROVED 1!9� ` FOR MMIMUM OF BEDROWS OF ��(�li EXPIRES T� REE YEARS��0�®�°�O�AIP��® q�F' LO v. y(? Ci�406, �a ; �� Sheet of 4• 2N c� 9 28 !i R°FFs sIoNP 1 Project Number 29305.00 I SCDHS Reference # C10-06-0013 b I j NOTES: 1 THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USEAND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, - T�� PLANTING AREAS.ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW 111 111, nn PROFESSIONAL ENGINEERING AND LAND SURVEYING.SECTION 7209,FOR ANY IAV• PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF Soi i 1 ® AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 1 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 `J ALTERATION.AND A SPECIFIC DESCRIPTION OF THE ALTERATION `O •oi e/ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY j\ P,` QQ• ��• �W1� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS `��'� ^ o /R� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED � Q \` b PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUBSURFACE OQ CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, •Q OQ , U 1/- SOIL CONDITIONS.VEGETATION,TREES,PATHS.DEBRIS OR ANY OTHER CONDITIONS `'� C OTHER THAN VISIBLE PERMANENT STRUCTURES `% (1 O �` COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS �`,, V RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING. n. RECORDING OR BY ANY OTHER MEANS,OR STORED PROCESSED OR TRANSMITTED J 1 2 ni IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL �N- Q` •oma MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER tK �O�P\O� r Q PURPOSE o o��o V N os 61 _ y p O� J 72�' o, o APR 1 7 2018 N� 20 1 TOWIN OF SOUT[OLD -4®AVIA G- co c9 z F OQO��p G 15 ��`�' -NZ 44 .05 44.05021 S CAN oa-os-zo,a FOUNDATION LOCATION FOUNDATION AS—C NSTRUCTED SURVEY FOR o�3p'l'�� UNITS 77-78 IT DESIGNATION MAP OF A p HARVEST POINTE CONDOMINIUM 1 SZ �0'I`b , FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK �-^ -- S.C.T.M.DISTRICT 1000°SECTION 102,BLOCK 0100•LOTS 45,&46_ NELSON & POPE P ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 S71-- —� WWW.NELSONPOPE.COM DRAWN BY: ZB CADD No.:INDIVIDUALS00026 1 S SCALE: 00026 CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I 1"=30' DATE: 04-09-18 PROJECT NO.: 00026 I I ploluk� 4jQ 2'('. 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, O�G PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY G 0 JQ 6•'O PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE _ ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND '�� '��q THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 'O. ® ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION `O h Q COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED�5\O �i SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY xCj�V [`p`Z` NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS J ^� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 2.0, /"� Q�QQ,�Q PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS ORANY OTHER CONDITIONS 00 / Gv G�Z OTHER THAN VISIBLE PERMANENT STRUCTURES y ?'002 AGO Q��cr C9, �Q COPYRIGHT©NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS QP RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, �G• ^ag `\G // G S� ��. RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITTED Y' IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN GO Fj 2SOO �G PERMISSION OF THE SURVEYOR 0 pip p� //LO 20 is ^a� y O��G �'P Q� u'u�O, CD 1�ee0 o QOQa g/ Q�OP�Q �p 9 QiL G V QOG�� cP\ rr O oQ G PJ�� o`®,.%.�° s� Z � Q OCT 2 1 2019 .-.>NrO V ' SCE iv'E�11/ DAft o O J I e %ale'G y, %� �6 : I W t� _ �d 3 "� �� O 05021'6 J�(i S 65026'53" E ° ti 0 ;� tAND Sv¢f 49.54' S 24 33 07 W I.— I I- cr) 107.80 co 04-06-2018 FOUNDATION LOCATION R—��585; — 167.99'(ACTUAL)— N 09-05-2016 SANITARY AS-BUILT FINAL SURVEY FOR Z I 11-05-2016 CONTROL MODULE, UNITS 77-78 UNIT DESIGNATION MAP OF 2 a I S52°55'20"W DRYUTILITIESB HARVEST POINTE CONDOMINIUM 1 m m� DRAINAGE LOCATED 11-14-2018 FINAL SURVEY FILE NO.:471 FILED January 09, 2018 SITUATED AT (A LLI I 01-10-2019 REVISE DRIVEWAY CUTCHOGUE p N to O TOWN OF 01-15-2019 UPDATE DRIVE INFO. TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S 40°52'38" E W Q° I 0 S.C.T.M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 45&46 25.43' N � SOUTHOLD f r - NELSON & POPE S52 55 20 W 19.37' R► cf)lo _ ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 O I PHONE(631)427-5665 FAX(631)427.5620 Z I j — WWW.NELSONPOPE.COM I LL W LL INDIVIDUALSURVEYS DRAWN BY: NP CADD No.: 00026 IS SCALE: 0 SCHOOL HOUSE LANE CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 1"=30' DATE: 04-09-18 PROJECT NO.: 00026 , 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, �j. PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION GJIT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Q`�ya`�w N i PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY � 4i PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFALICENSED C9a• 05JQ' SO• PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF \�� ,6h QS�F GOOaG X90 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE \�^ �C\G r� O\ 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 h ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION GO°\QJ'�� pe !Ll��G 9 0 7� \�'�• \�`' O`\QXv�3_yh O COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED p �. SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. 0 \' 50 0\ s0 GO ?8, 5 !G Q 1A 2 . /per _ Q O h p �3.,a' 'P� h �. Q' <' Y• /\�,Z,• NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS ° a�'� ti v `r �' G J\ r� S�O•/y lip/ OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED OIG 7%\ �� ( UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED `y Q J•\ O �GO SF �2 !y �/ AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE 1 ra Odd sp, / Cq'Tc� ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN p PLAN DATED 7121118.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED V, G 0 o � _\ // G� 7 IV �, C'� TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS �100iy� rG O G. Q' THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP - 9• O O rV P '%, J� �G' CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR QP GQ FURTHER DESIGN cb cl p9 , aA,"s �� '� •�' / G GQ/ Q�' q /��j Gf/ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE A O Q�p� 9L Q-/J\ CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Sj. �'p S��Q/ SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS % OTHER THAN VISIBLE PERMANENT STRUCTURES g r Quo Q G `j' ,',� G b�Q�� y'h / G'!`•S sF /��jG• COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS �„�b• / _p, ��G \ /% �v<fi RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, 19 C�9 � � �� P �nj �G�V \,` \ GP Pg��Q- Oe /JQQ) / �u RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED K+ Pp J� 7 G�� ry G IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN (S �-• ,t ry �\ /Q ` PERMISSION OF THE SURVEYOR L.'!co CA -V !` q p d '2� L� eG• °Q' c_* ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IFANY,NOTLOCATED,NOT (.-. �Il •ry 'i: •re (� ��qS.,q �• \�' lP�, 'P 0+ �` SHOWN 'Pf '_ y! - -�9 ` ✓ �" O,�� q e9 G `�� ALL SANITARY PIPING 4'SOR•35,TYPICAL � 2 3 ` 9 ? 1%Y- q[ F TC� f7,S3 �j Se I �' A 5 �Q- �•p S� 01- s cn `Cl \=�''� °�// �� QPM , ® �0 8 ELI eO '--2 cz. ccs Day, � H B 1 3 2019 - EL co C7 LL, _ NEVV L- / OPNI 7 A� GE -GE -� �' fi-''.4.J�tuiN v.�L r �� 3 co TOWN Off'SOU"! fj'D �T� � D CJ i� / q sa DAG ya !co T' rY " m 6 G / 0• NO 050" �QJ LAND 5 I 04-06-2018 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY FOR 09-05-2018 SANITARY AS-BUILT SANITARY SYSTEM AS-BUILT TABLE I 11-05-2018 CONTROLMODULE, UNITS 77-78 UNIT DESIGNATION MAP OF STRUCTURE NAME I TIE A TIE B DRYUTILITIES &LOCAD HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09,2018 UNITS#77-78 Al I 1 11-14-2018 DRIVEWAY INFO. SITUATED AT ST-1 40.4' 25.9' g 12-06-2018 LOCATEELEC.&GAS CUTCHOGUE ST-2 43.1' 30.0' SUFE.CO.H PA,u 6 a EKWICESTOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK (� ,g�,�Ga REVISED EFF.DEPTH S C T M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 45&46 LP 52.9' 46.6' RP[��b &Jilt 95�rRpe�i�rE6dti:gy. 5 e 12-19-2018 AND HABITABLE AREA REV EISEDHENTH I NELSON & POPE 01-09-2019 REFERENCE ENGINEERS & SURVEYORS HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S NUMBERSANDARENS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA -- -- _ °-LL WWW.NELSONPOPE.COM 77 R10-17-0131 1,999 S.F. 486 S.F. 2,485 S.F. DRAWN BY: NP CADD No.;INDIVIDUALSURVEYS SCALE: 00026 I 78 R10-17-0132 1,999 S.F. 486 S.F. 2,485 S.F. CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I 00026 I,,=30' DATE: 04-09-18 PROJECT NO.: I d� s�e •�°:ate ,} _ `Y ''t+S" •� e A P ,'��"y,�Y_�k _ f,�f"S' ..K3i' i. ,y° >s"y;R':..;Ln- 'a3S;E,�cr s^,.p,%' •`�a'v� `�' �x^s {'ph.�'f�.� .,,-.N '�v�P` 2S'`'F5 •_y'°'fin �S'�"� 4 �= � E eY�..fR::sD.:. } Q'r�� `� Vic' s:.^;�r S'�'� �� ;.'�� "5"�3"sa'`,�e ��,a•�'��i.' �� j� J\'4s-.Av`�, �€�s t" ,.tis .->s��y`�„'S•. S,p,>��ar,". #"^. �:-A^n`•�� '"�,.� f� `+''�' _.{;?•'Ae�9 -.J t�"L Yuta;'' y. � -`� �la. :,��,��G'��R k �.At a,,Q'+s �' s,,'t+� - v ";`v'. .t a :-� •��♦�'�w.-�=�:�%,tf'f,�+' �,.M; „9s f � w - ; � � `� "3�yy5tq";,t#s' �`-i,�a .l� ? .�> eAUq"t-'"3�• t '- �'� `• !� �� t ��-�-� - a ,Yy.+AYt}4• h� _-°.7�-_3✓� ,,yet., �^T' ,�,} J y i"•'. � , _,�a�'n�',. •.r:.- ,i:E' .ate` s+'.aa`�•�•�,�•(r�•...'�y�r y,,,.'-s5�,rs�;5�1�' r� `'t`€ .-f .-l.:e::.�;.xcc rr _ .>k.,a.. _ s �.' w�44"��.�.t' :mak•,fa'l +s''�' X'� r T� •..,.• fY=f: " Vii',``,:i, ,"'- - '`T" ,>^�*A, �� 7�Kr• -;, C s 3 1 � �may. .t•,..7.1 y, '''?,, f+N ,;.�°c✓s" 1. a�,.F �'�'ry � ., -�ti��. ^� °tF�'�.' _ 1'1w.S�M -� ��+n x„�. _ 'k•',s.'" .�;�'y+..F,'7i:,(�:�. .:.- -i� .Y it,C'rNP'v{•'9 11�k �Ly, ' _'•' ' �71,k..1�A.:?'.. i3•c��{�`•_,',� `C --�r�'- ::vfr..�4� �" `h � 't`"`"•i•r .yty�'h "^,�?� t+.�<' ��na't'�+�: '• %' �}4� "i..;,}r,�i.¢iy°;'�, ��g�'§x k•- Ta '+� fir. g}}''''jf ;Z �� i;._ � - ,?:,: tom: ::•' �,I �y',�.ry"..C,Yr�iF'• a�xirijv,✓�,I.,c''��w L� 7'AS �J� C �,' - f �� §''•., �-t' � �• r;�; t ,�� )'c , ;) •,�., ; iL �s`�6'V }' ! }. r.i k5:' �,•'q�,$e•.ren.-.r«-_•:�„ 7s, r; a>. C:.i i:'•' a,pJ .amu .S �, .' 's; � "� .;'fir �j:.i ;' ,•C+� ,, *s''' :io �'i�''Et-� V1 ��,� �'�Y;�s-� iyg+�" Vii,' x �e:C•.:v �y,J':: x•'��,�+1: �,:',�..r`k Me, 4� yv �.:J t.. '1. � 'tF� i �lyA,l! 1 ni"_'..,• r('� i( VON µ t y n Y ��h�,''��S•�Y' +4'� . P'•�t y^r5.k �.'. ".fE 'S F4`,,'h LY.0 tV'.�_��; K ��'""_:Y�.ai �"3".?.� .'�� 'A"�� rw.+,.• •U: 471 nC¢ ..,, rS,E �:' P ft'., ��f,`^.�t" ./e .,'•'fl'S`�'`"F.srun*`L� ++�" y,.�-��_''� .�u,�.. ,' 7a Yom. �:r;.41• ... �_ � � r1 --_� Ww aa. �� i•`t'�i4� '�`�' �... --__ F.�� a t-�4 ��A✓ ��ke; �' -^z3�^,.�,u'��,��; __: JC HARVEST POINTE AT .CUTCHOGUE 12/18/2018 Screened in Rear Covered'Porch Option '*(only'to enclose rear covered porches on approved plans) Unconditioned Space' No Glass Panels or Windows, No Solid Walls No Plastic Plexiglas or an other Solid Window Covering 9 Y 9 appQ��I Screen Windows only (as shown) Composite Trim Mahogany Frames for Screens Fiberglass Screen Mahogany Framed Door with Screen A 1�4- 7ff) PLUMBER CF"RT;,=, COJV7 SQLDER USED IPV VV,,,, =,&1PPLYSYSTEM CA1007- APPROVED AS�NO ED EXC.EED:2/1O'OF I% LEAD. DATE_: 1493 ? FEE: «i9a3 BY: PLUMBING NOTIFY .BUILDING DEPARTM T AT 'ALL PLUMBING WAS' f 765--1'802':'8 AM TO 4 PM FOR THE MATER LINES FOLLOWING INSPECTIONS: TING I3EFORE C.OV 1. FOUNDATION TWO REQUIRED -POR POURED CONCRETE ' 2-ROUGH ROUGH = FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST TRUSS PLACAR®�N� BE COMPLETE FOR C.O. REQUIRED ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL DESIGN OR CONSTRUCTION ERRORS. INSPECTION RE - QU9RED COMPLY WITH ALL CODES OF All exterior lighting NEW YORK STATE & TOWN CODES installed,replaced or AS REQUIRED AND CONDITIONS OF repaired shall conform to Chapter 172 Y� of the Town Code SOUTHOLD TOVA PLANNING BOARD TOWN TAUS . . .DEC Fire separation required as per NYS Code OCCUPANCY OP. . - USE IS UNLAWFUL Must provide Manuals WITHOUT CEP�TIFICAT�� n, J and S as per NYS Energy Code OF OCCUPANCY Blower door and ductwork testing required. --- - - - - n, _ - - R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a 915.2.3.11.1.1 A carbon monoxide alarm shall be providSgcg8gep tl6stWaWn i{I8 a sleeping area, within 15 feet of the sleeping area. More TABLE R405.1 W 2017 YORK STATE U (FOR CODE floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. R316.1 $ a rb 1 mon xid,j r�a m sl}all b o 0, , were r�N is ryde?i Qss r # t o sl re c� o 1p re than Properties of Soil Classified According to the Unified Soil Classification System I- Is o s i I 4o e' n e m i �s, gr1, �p�h�eRioR coli QrlQPti�n �]n�"ir�s�a"11atior�o f"OUfTi 2017 NE* YORK STATE CODE SUPPLEMENT (PUBLISHED JULY 2017, EFFECiiyE OCTOBER 31, 2017) Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor s av4 04,E 6 ar8on r oi�� lie a�� Z astl ma la s, UN!F!ED SOIL VOLUME W 2017 NEVY YORK STATE ENERGY CONSERyAl10N CONSTRUCTION CODE membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the following 1.7. a i n n ei I �qr sh�l� �o�i�adc al o o m°tp t#airi�ss�ag�bo�dn�or�oid la �'i�rci�isulatio cam o ent d livered ��Olu aa;SIFICATiON CHANGE 2017 NEVY YORK STATE ENERGY CONSERyAT10N CONSTRUCTK>N CODE SUPPLEMENT (FORMERLY KNOWN AS THE 2016 NYSECCC, REVISED AUGUST circumstances: ff lb22� �� $ �8 � r�fi I n. c c�g� SrSt r4�r� ��'�• p �f SYS?EM SOIL DESCRIPTION DRAINAGE FROST HEAVE � 0 9 2. .3 dtlf n�oBrlSil'rJOs o wR L1glh2nf�U<yl'�I�i<" 41 rb(1�kf dE c'� ib�Vihta 9'ffaf4�h�c�Grr�i'SrVlattF�P �j jcT,� t �, ` BUL in one SYMBOL CHARACTERISTICS POTENTIAL EXPTENSIO � L) 2. Floor framing is constructed of truss-type open-web or perforated members. 121erftiAT@rtltln tl�AdfgAV0figitWpLRq+PP�S'erWoWg1- 4tTWe R1ieh2 tQ]6. �4it14 c I Rvft ih'i�31 ui d 3 are not covered b Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U 2016, EFFECTryE OCTOBER 31, 2017) �y � fi?rr " ( ) Y GOOD Low LOW U R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. 1 c' 2 LfTTLE OR NO FlNES R316.4ri481 �bili�r3 U1TIe g )itiibrr�js`� awed in Section R316.5, foam lastic shall be se orated from the interior of a buildin b GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 0 2016 NYSRC (2015 IRC 2ND PRINTING) 5.2.3.3.1 u n r f 1 P P 9 Y 2016 NYSEC (2016 (ECC 2ND PRINTING) �r� f$0®@ t1 4r>4I tb mw Off *Vql� QnaA 18EhJQ,JyM0tn wr.�(I>,�rd. LITRE OR NO FlNES GOOD LOW LOW Z Q, L TRLE 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1266 AND PART 300 R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, y SECTION R101 provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside 1. Attic access is required by Section R807.1. LITTLE OR NO FINES GOOD Low LOW _O 0) : 2 of the floor framing member. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, I- t cL, Exceptions: 2. The space is entered only for purposes of repairs or maintenance. LITTLE oR No FlNES GOOD Low Low 0 .§. a, R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected CIA_ SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW Z U N - - movement, enlar ement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and against ignition using a. inch gypsum board. 9 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 sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM , LOW � � N r m _ z cc _ two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Section R303 _ CLAYEY � perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM• LOW Z V U-�•� @� and their accessory structures not more than three stories above grade plane in height. Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 31'4 inch. sr� CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low 0 L X C M R303.1 Habitable rooms. Habitable rooms shall have on aggregate glazing area of not less than 8 percent of the floor area of such 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U Q LU Ca r, R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to rooms. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW O � �t 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or GROUP 2 sucHT PLA5T1clTY ❑ = ti 00 the top of the wall, unless supporting a surchairge. Exceptions: less when tested in accordance with ASTM E 84 or UL 723. - M 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical cL RAVELLNIC CLAYS OF LOW T'0 MEDIUM PLASTICITY, W R109.1.5.1 Fire Resistance Rated Construction inspection. 'Where fire resistance rated construction is required between dwelling units or due to ventilation system is installed in accordance with Section M1507. GRAVELLY CLAYS, sANCLA Ys, SILTY CUYs, LEAN MEDIUM MEDIUM To-low 0 location on ro ert , the buildin official shall re uire an ins ection of such construction after lathin or sum board or sum 2. The lazed areas need not be installed in rooms where Exce tion 1 is satisfied and artificial li ht is rovided that is ca able Section Rr f Protection of Wood and Wood-Based Products Against Decay Ur P P y g q p 9 9YP 9YP 9 P g P P R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. _ panel products are in place, but before any plaister is applied, or before board or panel joints and fasteners are taped and of producing on average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the Foundation wood irders: wood irders seated in exterior foundation walls to have min. 1 2 inch airs ace all sides or ends D_ floor level. 9 9 / P R404.1.6 Height above finished grade. Concrete and mason foundation walls shall extend above the finished grade adjacent to the i finished. wrapped with aluminum flashing. ry R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the foundation at all points a minimum of 4 inches where masonry veneer is used and a miniimum of 6 inches elsewhere. "`.tea R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the R404.1.7 Backfill lacement. Backfill + R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be stairway. Exterior stairways providing access to a basement from the outdoor grade levet shall be provided with an artificial light - P shall not be placed ently - the wall until the wall has sufficient strep h and has been use of naturally durable wood or wood that is preservative treated in accordance with AWPA U1 for the species, product, anchored to the floor above 9 or has been sufficiently braced to prevent damage by the back fill where the unbalanced submitted to the building official prior to the final inspection. source located at the bottom landing of the stairway. preservative and end use. height of fill exceeds 4 feet. Section R305 R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in R202 Definitions: � accordance with AWPA M4. Section R405 Foundation Drainage Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that Ceiling Height R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry fowndations that retain earth and Z R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and enclose habitable or usable s aces located below rade. Dr i 0 fasteners and service o enin s. It is installed on the interior or exterior or is integral to any opaque surface of the building R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6-8" in bathrooms, toilet washers, and connectors in contact with reservative treated wood and fire retardant treated wood shall be in accordance with P 9 a nage tiles, gravel b crushed stone drains, perforated pipe or - P 9 P other approved systems or materials shall be installed at or below the area to be protected and shall discharge by gravity ~ envelope. rooms & laundry rooms. this section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven or mechanics! •:•sans into an approved drainage system. U Mezzanine: An intermediate level or levels between the floor and cel Ingo any s Ory. Exceptions: as eners s a be in accordance with the material requirements of ASTM F 1667. Exception: A drainage system is not required where the foundation is installed on well dralined round or San Windbome Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed n Table R405.1• gravel I- the ultimate design wind speed (Vult) is 130 mph or greater. not less than 30 inches by 30 inches at the showerhead. R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible fn 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 and placed in a position that is visible from the street or road fronting the property. Address identification characters shall Z R301.1.1 Alternative rovisions. As an alternative to the requirements in Section R301.1, the following standards 'are permitted subject to the feet 4 inches of the finished floor. contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled Section R406 Foundation Waterproofing and D rproof d, f 0 p R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed), foundation walls that retain U limitations of this code and the limitations thenein. Where engineered design is used in conjunction with these standards, the R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where required b the fire code official, address identification shall be rovided in additional a roved locations to facilitate emer enc res onse. earth and enclose interior spaces and floors below grade shall be dompproofed from the hiigher of (a) the top of the Of design shall comply with the International Building Code. locations for the purposes of glazing. Where access is b means of a rrvate road and the buildin address cannot be viewed from the ublic wa a monument ole footing or (b) 6 inches below the top of the basement floor to the finished rade usin al bituminous coatin . O 1. AF&PA Wood Frame Construction Manual ('WFCM). (2015 EDITION) R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a Y P 9 P Y. P 9 9 9 hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. or other sign or means shall be used to identify the structure. Address identification shall be maintained. LL. u J red desi n. Where a buildin otherwise conventional construction contains structural elements exceeding the limits of Section 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled wiith porous fill up to a height of ~ M R301.1.3 Engines 9 g s shall be desi nod in accordance with ecce ted en ineerin ractice. 2. Where the lazin is on a wall a endicular to the lane of the door in a closed osition and within 24 inches of the hinge Section R321 Elevators and Platform Lifts one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MAIL polyethylene to permit water 0 ( t , J R301 or otherwise not conforming to this code" these element g P 9 g P 9 9 PrP P P R 321.1 Elevators. Where rovided assen er elevators, limited use and limited a lication elevators or rrvate residence elevators shall seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be biackfilled with the same t e of Z The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall side of an in-swinging door. P P 9 PP P YP (� C) be compatible with the performance of the conventional framed system. Engineered design in accordance with the International R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the comply with ASME A17.1/CSA B44. soil as was removed during excavation. ❑ Building Code is permitted for buildings and structures, and parts thereof, included in the scope of this code. plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. W r-� hazardous location. R408.1 Ventilation. Crow) space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless gtround surface is covered by a R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using Exceptions: Section R322 Flood Resistant Construction class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each corner of foundation. the ultimate design wind speed in Table R301.2(1) as determined from Figure R301.2(4)A. 2. Glazing 36 inches or more measured horizontally from the walking surface. R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A R408.4 Crawl space access panel to be min. 18" by 24". Openings throw h erimeter wall shall be; not less than " Zones, as established in Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and 9 P 16 by 24". TABLE GRAPH(1) structures in floor hazard areas, shall be desi ned and constructed in accordance with the rovisions contained in this section. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA Section R310 Emergency Escape and Rescue Openings 9 P UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with �� GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD Air Mean the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be R502.2.2 Blocking and subfln.orinq. Blocking for fastening panel edges or fixtures shall be a minimulm of utilit rade lumber. SNOW DESIGN UNDERLAYMENT Freezin Annual EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) Y g SPEED Topographical Special Wind DESIGN FROST LINE TERMITE DECAY HAZARDS g designed and constructed in accordance with ASCE 24. Subflooring �I,all be wood structural panels as specified in Section 503.2. Fireblocking shalll be of any grade lumber. O LOAD (mph) Effects Wind bourne CATEGORY WEATHIERING DEPTM TEMP REQUIRED Index Temp R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beams is not located under wall to ^ ' r. opening. 1::L4 Region Debris unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that allow for piping or vents. � 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. W zone The net clear height opening shall be not less thcn 24 inches and the net clear width shall be not less than 20 inches. such enclosure is not built so as to render the building or structure in violation of this section. R502.6 The ends of each joist, beam or girder shall have+ not less than 1 1/2 inches of bearing ,on wood or metal and not less CO MODERATE SLIGHT TO 10 esca a and rescue o enin it shall have a sill hes ht of not R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, than 3 inches on masonry or concrete except where supported by the use of ap roved joist hap ers. 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 R310.2.2 Window sill height. Where a window is provided as the emergency p p 9. 9 air conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or R502.7 Lateral restraint at s P 1 9 p more than 44 orches above the floor; where the sill height is below grade, it shall be provided with a window well in accordance upports. Joists shall be supported laterally at ends by full depth solid (blocking or by attachment to r � with Section R310.2.3. above the elevation required in Section R322.2 or R322.3. band or rim joist. m Q J � . R301.2.1.4 Exposure category. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and R502.8.2 En ineered wood roducts. Cuts notc • 1 Ex osure B. Urban and suburban areas wooded areas or other terrain with numerous closet s aced obstructions havin the R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width bin i i 9 P hes and holes bored in trusses, structural composite lumber, structural ❑ P Y P 9 pin I plum g f xtures; duct systems; and other sery ce equipment is permitted below the elevation required in Section R322.2 or glue-laminated members, cross-laminated timber members or I-joists are rohi i size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opo g to be fu ly R322.3 rovided that the are desi nod and installed to revent water from enterin or accumulatin within the cam onents and J p b ted exceptt where permitted by the O P Y 9 P 9 9 P manufacturer's recommendations or as shown on these drawin s 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. opened. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding g ' ds downwind 600 feet from the artiall obstructed area. Includes flat o en count and rassland. R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder to the desi n flood elevation in accordance with ASCE24. Electrical wirin s stems are ermitted to be loco R502.11.1 Wood Truss Desryn,;Wood trusses shall be designed in accordance with approved engineerincg practice & be pre Bred b a Exposure D exten p y P rY 9 9 9 Y P ted below the P Y ' x osure D. Flat unobstructed areas ex osed to wind flowin over o en water for a distance of not less tan 5000 feet. or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. registered truss design professional where required by the statues of the jurisdiction in which the project is to be 4 3 E p P 9 P inches, shall roject not less than 3 inches from the wall and shall be s aced not more than 18 inches on center vertical) for constructed. Exposure D extends downwind 600 feet from the unobstructed area. P 1 P Y R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to U ': the full height of the window well. minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. (/j R301.3 Sto Hei ht. The wind rovisions of this code shall a I to buildin s with story heights not exceeding 11 feet 7 inches and the R310.2.3.2 Drainage. Window wells shall, be designed for proper drainage by connecting to the building's foundation drainage system required R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall Section R506 Concrete Floors (On Ground) n ry g P Pby g by Section R405.1 or by an approved alternative method. coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to R506.1 Concrete slab on grades to be min 3-1/2 inches thick. F- laterally unsupported bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to Q exceed these limits as ermitted b Cha ter 6 provisions, provided that story heights are not exceeded. An engineered design Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture the provisions of FEMA TB-2, R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed H < P y P soils in accordance with the United Soil Classification S stem, Grou I soils, as detailed in Table R405.1. 0 shall be provided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits " Y P R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where: the slab is below grade. of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in R311.6 Hallways: min. 36 clear width. shall: Exception: A base course is not required.where the concrete slob is installed on well-draimed or sand-gravel mixture soils U accordance with the International Building Code. R311.7 Stairways 1. Be used solely for parking of vehicles, building access or storage. classified as Group I according to the United Soil Classification System in accordance with 'Table R405.1. Z s in clear width at all oints above the ermitted handrail hes h R506.2.3 Va W R311.7.1 Width. Stairways shall be not less than 36 inche p p g t and below the 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: par retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints (capped not less than 6 inches � R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, required headroom height. Handrails shall not project more than 4 % inches on either side of the stairway and the clear width of 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the shall be p!nre.' betwer. the concr0c•. floor slob and the base course or the prepared sub trade where no base course D 9 Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts the stairway at and below the handrail height, including treads and landings, shall be not less than 31 % inches where a handrail enclosed area is measured on the exterior of the enclosure walls. exists. The v-u,,r retai 4e:r is not required for Garages, uti!ity buildings and other unheated accessory structures. U or vents in the cavity of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and,be is installed on one side of 27 inches where handrails are provided on both sides. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: -" O tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one Section R602 Woad Wall Framing 0 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. enclosed area below the design flood elevation, each area shall have openings. R602.3 Design and construction. Components of exterior walls shall tie fastened'in accordance with Tables R602.3(1) through R302.4. R311.7.5.1 Risers. The riser hes ht shall be not more than 8 1 4 er su lement. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the R602.3(4). Wall sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour 9 / P PP finished exterior grade immediately under each opening. R602.3 3 . fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. ( 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 14 inches shall be provided on stairways with solid 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. risers. the requirements of this section. TABLE R602.3(1) FASTENING SCHEDULE TABLE R302.1(1) R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. R 322.3 'Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. `- 1. Buildin s and structures erected within coastal hi h-hazard areas and coastal A Zones, shall be elevated so that the bottom SDI CRIP11ON NI (a,b,c,d) ILPE EXTERIOR WALLS R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. of the lowest horizontal structural members supportng the lowest floor, with exception of rim ile ca s columns rade � - MINIMUM MINIMUM FIRE Exce tions: P g P e ' ' 9 1. BLOCKING BETWEEN JOISTS OR RAFfEP,S TO TOp PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FlRE-RESISTANCE RATING SEPARATION DISTANCE P beams and bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is �_ 1. Handrails shall be permitted to be interrupted by a newel post at the turn. higher. 2. CEILING JOISTS TG TOP PLATE � � r- FlRE-RESISTANCE RATED 1 HOUR <5 feet R311.7,10.1 S iral Stairwa S iral stairwa s are ermitted rovided that the clear with at and below the handrail is not less than 26 inches THRkE 8D COMMON. TOE NAIL ui r WALLS p' y'• p' Y P P 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in �- ,�; o ri NOT FlRE-RESISTANCE RATED >_5 feet and the walk::..i radius is not reater than 2 Inches. Each tread shall have a de th of not less than Inches at the walkline. coastal hi h-hazard areas and Coastal A Zones shall be su orted on flips or columns. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL a N N r� N CR PROJECTIONS FlRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet ti ! g P 9 PP P 9 OVER PARTITIONS o N M oo N All treads s,Rt be identical, and the rise shall not be more than 9� inches. Headroom shall not be less than 6 feet 6 inches. _ TABLE R302.1(2) R 311.8 Ramps. . Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FlRE SPRINKLERS R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL MINIMUM MINIMUM FIRE in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the 6. RAFTER OR ROO TRUSS TO PLATE EXTERIOR WALL ELEMENT FlRE-RESISTANCE RATING SEPARATION DISTANCE (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL 7. ROOF RAFTERS TU RIDGE VALLEY OR HIP THREE 10D COMMON. FlRE-RESISTANCE RATED 1 HOUR 0 feet more than 1 unit vertical in 8 units horizontal (12.5 percent). floor area of the room in which the mezzanine is located. RAFTERS TOE NAIL WALLS NOT FlRE-RESISTANCE RATED 3 feet R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. TWO 16D COMMON. END NAIL not to allow passage of a sphere 4 inches or more in diameter. R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL R 312.2.1 Window sills. In dwellin units, where the to of the sill of an o erable window o enin is located less than 24 inches above the 36 inches in height, columns and posts. 9. STUD TO STUD AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL Gi R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the 9 P P P 9 underside of the roof sheathin , deck or slab. The fire-resistance ratin shall extend the full len th of the wall or assembl , finished floor and reater than 72 inches above the finished rade or the other surface below on the exterior of the buildin the Exceptions: g g g y 9 9 9� 10. BUILT UP HE=w�R, 1WO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL o 0 0 0 0 0 including wall extensions through and separating attached enclosed assessor structures. operable window shall comply with one of the following: 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the 1. 0 erable windows with o enin that will not allow a 4 inch diameters here to ass throw h the o enin where the o enin is a re ate floor area of the enclosed s ace is not reater than 10 ercent of the mezzanine area. 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL � � � rn � � R302.2.2 Parapets for townhouses. P P g P P g P g P g gg g P g P , w W W W W W in its largest opened position. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler 12. TOP PLATES TO T)P PLATE 16D COMMON 0 16"0/C FACE NAIL � � M = o 1. The parapet shall extend not less thane inches above the roof surfaces. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. system in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is 13. DOUBLE TOP PLATES SPLICE Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating located. 8-16D COMMON (24"MIN LAP SPICE FACH SIDE OF JOINT) FACE NAIL � as tested in accordance with ASTM E 108 or UIL 790 and the roof deckin or sheathin is of noncombustible materials ora roved 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. g g pp 14. BOTTOM PLATE TO J01ST OR BLOCKING (NOT TIT BWP) 16D AT 16"O.C. FACE NAIL o fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control Section R403 Footings 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP `Q device, after o eration to release the control device allowin the window to full o en, shall not reduce the net clear o enin area R401.4.11 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silt sand, ( ) 2-16D AT 16"O.C. FACE NAIL un board is installed directly beneath the roof declking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers of the window unit to less than the area re uired b Sect on R310.2.1. y P P 9 clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and q Y on soil that consists primarily of clay or silt or have any inorganic material or fill. any openings or penetrations in the roof are mot within 4 feet of the common walls. FOUR 8D COMMON. TOE NAIL 3. A aro et is not re uired where roof surfaces adjacent to the wall or walls are at different elevations and the hi her roof is Section R313 Automatic Fire Sprinkler Systems R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: P P q 1 9 17. TOP PLATES, LAPS AT CORNERS + INTtRSECTION 2-16D COMMON FACE NAIL more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment g P g P y P 9 g P p 21. JOIST TO SILL, TOP PLATE OR GIRDER THREE 8D COMMON. TOE NAIL deck shall have not less than o 1-hour fire-resistance rutin The wall shall be rated for ex osure from both sides. throw lout with an automatic s rinkler s stem. 3. Porch slabs, Ste s, and Bra a slabs: 3500 si lus 5 to 7% air entrainment � I- R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance R 403.i.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 Z W Exceptions: with Section P2904 or NFPA 13D. 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 LUMBC-.R 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 � O 1. Foundations supporting exterior walls or common walls. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTEfR. FACE NAIL a O 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 shall be equipped throughout with an automatic sprinkler system. with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. q " O O m mblies havin R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section R 403.1.6 Foundation Anchors e: Wood sole lates at exterior walls on slabs and all wood foundation wall ill 31. WOOD STRUCTU;Al PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and J o R302.3 Two family dwellings. Dwelling units in two farmily dwellings shall be separated from each other by wall and floor asse g g p s plates shall be anchored ROOF AND WALL SHEATHING TO FRAMING W w not less than a 1-hour fire-resistance ratin where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated P2904 or NFPA 13D. 8D COMMON (ROOF) 12"o/c at interior g with }¢ inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into � Y floor/ceiling and wall assemblies shall extend tco and be tight against the exterior wall, and wall assemblies shall extend from the concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. 8D COMMON (SUBFLOOR) supports (see note f) LU w I- foundation to the underside of the roof sheathiing. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of There shall be a minimum of two bolts per plate section and located not more than 12" or less than 3.5" from the end of 0 I� 0 0 a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used forr framing and sheathing Z Exce tions: dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall each plate section. Plates shall be protected against decay and termites. " P connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter off 0.192 (20d common nail), 1.A fire-resistance rating of t� hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural members and a 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 diamefters of 0.142" or less. o in accordance with NEPA 13. maximum distance of 14 inches below the deck of the exterior balconies and decks that are constructed of open wood d. 4-foot-b -8 foot or 4 foot b 9 foot anels shall be a lied vertical! � LU asst COnstruCtion. Minimum Horizontal Reinforcement for Concrete Basement Walls Y Y P PP y W O R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting J f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end I: W Z construction of such assemblies shall have an equal or greater fire-resistance rating. MAXIMUM UNSUPPORTED walls and 4 inc`�es on center to gable end wall framing. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT 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 Section R314 Smoke Alarms WALL (FEET) ❑ `<" self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. a s8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a rmaximum of one floor plus W c"n R302.5.2 Duct Penetration. Ducts in the garage and duccts penetrating the walls or ceilings separating the dwelling from the garage shall be R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum hes ht of 1(O feet shall su ort a maximum iii constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. listed in accordance with UL 2034. g PP - The Bra a shall be se orated as re uired b Table R302.6. 0 enin s in Bra a walls shall cam I R314.3 Location. Smoke alarms shall be installed in the followin locations. ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with (accepted engineering practice or I- 0 R302.6 Dwelling garage fire separation. g g p q y p g g g py 9 >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY where the u,tirnate design wind speed is less than or equal to 130 mph, 2X6 #2 grade struds supporting a roof load with l- } with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 1. In each sleeping room. not more than 6 feet of tributary length shall have a maximum wall height of 18 feet whom spaced at 16 inches on z m shall not apply to garage walls that are perpenidicular to the adjacent dwelling unit wall. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. center and 20 feet where spaced at 12 inches on center. 3 J R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide ovicerlapping at corners and Z < < Q TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls U areas. contains a bathtub or shower. intersections with bearing partitions. End joints in top plates shall be offset not less than :24 inches. Joints in plates CO o o U) R302.6 Garage ceiling: 5/8 type X gypsum board R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent MINIMUM VERTICAL REINFORCEMENT BAR need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the () R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than placement of a smoke alarm in a location required by Section R314.3. SIZE AND SPACING (INCHES) width of the studs. W _d EL),I 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & 0 0 R C' R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: appliance. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and barred hole limitations for interior U �� r Cg \ (FES (FES Do not backfill with any soil containing silt or clay. non bearin walls & fi ure R602.6.1 to late framin to accommodate i In 16 a e ands 1.5 inch wide metal tie I- � F � 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally' from a 9 9 P P 9 P P 9• 9 9 follows: permanently installed cooking appliance. WALL THICKNESS (INCHES) fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers * e �G 1.1 Vertical) at the ceilin and floor levels. a 10 12 specifications for engineered products. (figure R602.6.1) Y 9 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking W i - Z 1.2 Horizontally at intervals not exceeding 10 feet. appliance. B NR NR NR = �c 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in s s 5 0 41 NR NR U ; �3- 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will 10 9 6 0 41 5 0 22 NR (n `' . Section R302.7. activate all of the alarms in the individual dwelling unit. NR denotes no reinforcing required. 3810 : ❑ 1(O 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free Locate vertical bars 1Y4" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. IV EW passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 Section R315 Carbon Monoxide Alarms .............. ... ................ .............: requirements. R315.1 General. Carbon monoxide alarms shall comply with Section R315. 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. R315.1.1 Ustings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms JOB NU -R 6. Fire blocking of cornices of a two-family dwrelling is required at the line of dwelling unit separation. shall be listed in accordance with UL 2034 and UL 217. \ ^ ,'t I�r �rr I i ' I � � � • n 2 16023 R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. _'7 / 1. Two-inch nominal lumber. R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the t 1.J L]i 2. Two thicknesses of 1" nominal lumber with broken lap joints. following conditions exist. UNI � . t ' C r � SHEET NUMBER 3. One thickness of 23/32 inch wood structural) panels with joints backed by 23/32 inch wood structural panels. 1. The dwelling unit contains a fuel fired appliance. -L- FEB - 9 2013 J - 'S cOT8 = 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. 0- 5. One half inch gypsum board. •. ; `I � Z 6. One quarter inch cement based millboard. 915.2.3.1 One Family Dwellings. f'T} F n �t v" 0 915.2.3.1.1 Buildings constructed on or after January 1, 2008. /// BB IVV.! TOWN O SQ�TT>I3®� ONN Or,SO 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely SOLD W retained in place. COPYRIGHT GRCH ARCHITECTUfRE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) wall by one of the following methods: TRUSS I D E N T I F I C AT I 0 N SIGN � N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and f- ULTIMATE DESIGN the erimeter of slab-on- rade floors shall have ri Id, o a ue and weather-resistant rotective coverin to revent the de radation 1• A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W MINIMUM NAIL PANEL NAIL WIND SPEED V ult P 9 9 P q P g P 9 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD SPACING (mph) of the insulations thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less P2801.6 Re cared an. Where a stora etank-t a water heater or a hot water stora a tank is installed in a location where water leaks a CONSTRUCTION AND OR TIMBER CONSTRUCTION ? 0 MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. q P 9 YP 9 g WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGE FIELD CATEGORY N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted REFLECTIVE RED 6" DIA. U a (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. O ` RATING (INCHES O.C.) (INCHES O.C.) on a wall in the where the furnace is located, a utility room or an approved location inside the building. 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. PANTONE (PMS) #187 p r � V 0 e C D TABLE N1102.1.2 (R402.1.2) �/ O_ m 3. Other approved materials. Z � = COMMON 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 2 8602.3.5 Braced wall panel uplift load path. Braced wall parcels located at exterior walls that su ort roof rafters or trusses CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. O r` o . ,5 PP ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL ~ 0 ti . .,.., R-VALUE Section 0101 Scope EFLECTIVE D ' o o r rT forces in accordance with accepted engineering practice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. WHITE � � S N} 4MAARRINE T 0.35 0.55 0.40 49 20 oR 13+5h 8/13 19 10/13 10,2 ft 10/13 • _ rn ai Z _ R802.11 Rafter or truss uplift force. Section U102 General Definitions For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure 6 / • Z I- °''� (0 M N1102.2.2 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 Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a 1/2" 1 4 O Q uJ C Span (ft) 12 18 24 28 32 36 42 48 ( ) g P q 9 solar photovoltaic or solar thermal system. Uplift Force # 117 149 182 203 226 247 281 314 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such TRUSS IDENTIFICATION SIGN STROKE U CD F, �t roof ceilin assemblies shall be R-30. The reduction of insulation from the re uirements of Section N1102.1.2 shall be limited to COMPLIANCE WITH 19 NYCRR 1264 ❑ = ti 00 Increase x1.09 for pitch < 5/12. Increase x 11.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. / g q 500 sf (46 mz) or 20 percent of the total insulated ceiling area, whichever is less. Section 0103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A gRCLE 6'IN U `� r 0103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER,WITH A STROKE WIDTH OF 1/2'. THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN W 8702.3.5.1 Screw fastening. Screws for attaching gypsum board) and gypsum panel products to wood framing shall be Type W or Type S in N1102.2.4 (8402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl - accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. U103.3 Solar-ready zone area. The total solar ready zone area shall be not less than 300 square feet (27.87 mz) exclusive of COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE U `J R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) MATCHING SYSTEM(PMS)X187. _ R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 mz) BOL ACTION 1265.4.SGN OR SYMB materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. 1 02. .8 8402.2.8 Floors. Floor framin -(suit insulation shall be installed to maintain ermanent contact with the underside of the per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94mz). The solar-ready zone shall be THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED N 1 2 ( ) 9 Y P composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 mz) exclusive of access or set TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROMDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR TABLE R702.4.2 subfloor decking. Backer Board Materials N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall back areas as required by the International Fire Code. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE OT ALLO BOX, SI N THE UTILITY PROVIDING ELECTRICAL SERNCE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SY?JBOL MATERIAL STANDARD down to 10 feet (3048 mm) below g.ode or to the basement floor, whichever is less. Walls associated with unconditioned U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO TELE EXTERIOR GLASS MAT GYPSUM BACKING PANEL ASTM c 1176 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. equipment. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE FIBER REINFORCED GYPSUM PANELS ASTM C 1278 U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the Z NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C N1102.4.2 R402.4.2 Fire laces. New wood-burnin fire laces shall have ti ht-fittin flue dam ers or doors, and outdoor combustion air. SIGN OR SYMBOL REWIRED IC TMS PART SHALL BE AFFIX D PRIOR TO 1f ISSUANCE OF A CERTIFICATE ( ) P 9 P 9 9 P construction documents. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE _O NONASBESTOS FIBER MAT REINFORCED CEMENTMOUS BACKER UNITS ASTM C 1325 Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested 0103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole WOOD ROOF TRUSS SPECIFI .annNg F- ond listed for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric The reserved space shall be ROOF TRUSSES SHALL BE GESiGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SEC110N 1605.3 OF THE U TABLE 8703.8.1 accordance with UL 907. TABLE N1102.4.1.1 (R402.4.1.1) positioned at the opposite (load) end from the input feeder location or main circuit location. INTERNATIONAL BUILDING CODE. X Allowable Spans for ;steel lintels supporting masonry veneer NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. � SIZE OF STEEL ANGLE NO STORY ONE STORY Two SroRrES Air Barrier and Insulation Installation a.e (I"�») AsovE AeovE AeovE E 3901.7 Outdoor outlets. A water roof outlet is re wired for an size, deck, orch, or balcon that is accessible from inside dwellin unit. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. P q Y P Y 9 L300/4 5'-O' 4'-5" 3'-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At D E 1,400/4 a'-O" 5'-o" 4'-e" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. least one receptacle outlet is required for each Car space in a garage. D + L (EQUATION 16-9) 1 OU L5x3.5Z/16 I0'-0" e'-o" 5'-0" CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3902.11 Location of GFCI outlets. All GFCI Outlets must be placed in readily accessible locations. D + S GAPS IN THE AIR BARRIER SEALED. (EQUATION 16-10) 1,60.50/4 14'-0' 9'-e" �'-o' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + .6W (EQUATION 16-12) O BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) � a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL. BE DETERMINED IN ACCORDANCE O ` • � THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. a /'�� 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 WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN (WIND SPEED) IN EXPOSURE Z (J `J 8703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 CATEGORY B. INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. ❑ RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER DESIGN LOADS: ROOF TRUSSES SHAL BE DESIGNED TO SUPPORT THE FOLOWING DESIGN LOADS: F T 1 1. Minimum of 4 inches (102 mm) above the earth F+y 8703.12.2 Flashing at foundation. Acorrosion-resistant screed or flashin of a minimum 0.019 inch 0.48 mm or 26 a e alvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUIILD UP LOADS AS REQUIRED BY g ( ) 9 9 9 GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR plastic with a minimum vertical attachment flange of 3 % inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) THE FOLLOWING LIVE LOADS: TABLE 8 F S ON PLA10 TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSE. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILIY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: 8703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) ALLOWABLE STRUCTURAL MEMBER TRUSSES SHALL HAVE A MAXIMUh1 TOTAL LOAD DEFLECTION OF THE LESSER OF L 360 OR .75". GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LNE LOAD PER TABLE 8301.5 DEFLECTION / and walls closer than 10 feet (3048 mm) to a biuilding on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN ~i Exce tion: Walls er endicular to the line used to determine the fire se oration distance. RECESSED LIGHTING RECESSED uGHT 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 1,/180 p p p P THE DRYWALL with no finished ceiling attached to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WADS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY) SPAN, AND SPACING. construction for the steel angle shall consist of rnot fewer than three 2 inch by 6 inch wood members for wood construction. A EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION OF ALL JOINTS. ^ , C""'1 w wood member abutting the vertical wall stud const{ruction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHIABITABLE ATTIC W/0 STORAGE: 10 PSF FIOOrS and Ceilings W/ brittle finish 1,/360 3. REQUIRED BEARING WIDTHS. � [�] lag screws to every wood stud spacing. Each addfitional wood roof member shall be anchored by the use of two 10d nails at ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNii<IIIABITABLE ATTIC WITH STORAGE: 20 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. W every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. (n " feet 8 inches, with max 7:12 roof pitch. See figwres R03.8.2.1 & R703.8.2.2. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage 4.3. BOTTOM CHORD LIVE LOAD. 0 between conditioned and unconditioned s aces. All recessed luminaires shall be IC-rated and labeled as havin an air leaks a rate ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE 8301.2 4 A Exterior walls with plaster or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. 8703.8.4 Mason veneer shall be anchored to the the su ortin wall studs with corrosion resistant metal ties embedded in mortar or rout P 9 9 ( ) 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. r ^ and extending into the veneer a minimum 1-1/2pinch s, with not less than 5/8 inch mortar or grout cover to outside face. 9 not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 m �/ .� minimum tie size= 22 US a e. Minimum tie fastener = 8d common nail. Airs ace= Nominal 1" between sheathin & veneer. EAch recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SEISMIIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from 4.6. CONTROLLING WIND LOADS. ❑ g g P 9 Exterior walls with flexible finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 1 g O tie shall support not more than 2.67 square feet of wall area and shall be spaced not more thar, 32" on center horizontally and C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple seismic provisions of code per R3o1.2.2) 6. EACH REACTION FORCE AND DIRECTION. sin le-famil dwellin s townhouses shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 Lintels supporting masonry veneer L/600 7. JOINT CONNECTOR TYPE AND DESCRIPTION E.G., SIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION NOF EACH JOINT CONNECTOR 24 inches on center vertically. 9 Y 9 ( ) ( ) R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. EXCEPT WHERE SYMMETRICALY other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. section R703.8. Systems of building footings. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall N 1103.1 (8403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. N 1103.1.1 (8403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall TABLE 8301.2(2) �NBORCES IN THE TRUSS MEMBERS. � be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at Door And Window Required Design Loads: 'PI�lOBE6 DTREFAME19PATJRUBE I�-91861BDBIRMINMELOQfl1f OVMG LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF Q R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof different times of the da . This thermostat shall include the ca abilit to set back or tem oraril o erste.the s stem to maintain THE INTERNATIONAL BUILDING CODE. W Y P Y P Y P Y All exterior windows and doors shall meet minimum wind pressures (n drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system, zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: H R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z U R802.3 Framing details. Rafters shall be framed not moire than 1 X inches (38 mm) offset from each other to ridge board or directly N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe W D + L (EQUATION 16-9) opposite from each other with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE 2i and not less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVF LOAD, Z) inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported U at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE Oi:SIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other 20 S.F. +17.4 -22.0 +20.2 -26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF 0 ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 50 S.F. +16.3 -20.0 +19.0 -23.0 where less than 3 inches 76.2 mm in diameter. 100 S.F. +15.5 -19.0 +18.0 -22.0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L 480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L 8802.3.1 Where ceiling joists or rafter ties are not provided), the ridge formed by these rafters shall be supported by a wall or girder ( ) / /360 OR .75". designed in accordance with accepted engineering practices. Exception: Ducts or portions thereof located completely inside the building thermal envelope. ineered wood roducts. Cuts notches and hones bored in trusses structural com osite lumber structural lue-laminated N1103.3.2 R403.3.2 Sealin Mandato . Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the TRUSS DESIGN DRAWINGS SHE FOLLO WING I D TU ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 8802.7.2 Eng p p � 9 ( ) 9 ( rY) DRAWINGS SHALL INCLUDE THE WING INFORMATION: adjustment coefficient in Table 8301.2(3). members, cross-laminated timber members or I-jloists are prohibited except where permitted by the manufacturers the 2015 International Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACING. recommendations or where the effects of such alterations are specifically considered. Constructions Codes, as applicable. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF AL JOINT. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be Exceptions: 3. REQUIRED BEARING W10iHS. supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. the rafter or ceilin oists at intervals not exceedlin 8 feet. 4.2. TOP CHORD DEAD LOAD. 9 1 9 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall 4.3. BOTTOM CHORD LIVE LOAD. R802.9 Trimmer joist: single header and trimmer- for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and 4.4. BOTTOM CHORD DEAD LOAD. w � � r_ r ro Connect with tecos for header joist spans of 6'-NO" and greater. button-lack types. A B B R EV I AT I 0 N S 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Q N o � N co N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 0 �" �' 0D �" R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less A.B. ANCHOR BOLT D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS 6. EACH REACTION FORCE AND DIRECTION. than a 1 inch s ace shall be rovided between the insulation and the roof sheathing and at the location of the vent. N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) A.F.F. ABOVE FINISH FLOOR DTh 7. JOINT CONNECTOR TYPE AND DESCRIPTION E.G., SIZE, THICKNESS OR GAGE AND THE DIMENSION P P DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED ( ) ED LOCATION OF EACH JOINT CONNECTOR or below 55'F (13'C) shall be insulGted to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). ADJ. ADJACENT ADJUSTABLE EXCEPT WHERE SYMMETRICALLY Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance A.F.T. ABOVE FINISH TREAD E.J EACH Lam• LOUVER RNG RANGE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES., Sectfion 8807 Attic Access E.J. EXPANSION JOINT L•T• LAUNDRY TUB R.O. ROUGH OPENING 8807.1 Attic access. Buildings with combustible ceiling oar roof construction shall have an attic access opening to attic areas that have a with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation ALUM. ALUMINUM R. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. methodologies. ELEC. ELECTRICAL MAS. MASONRY RISER 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. ANCH. ANCHOR ELEV. ELEVATION 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8mz). The vertical height shall RND ROUND N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 < ANGLE MAT. MATERIAL be measured from the top of the ceiling framing members to the underside of the roof framing members. EQ. EQUAL S.C. SAWCUT 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City ARCH. ARCHITECTURAL MAX• MAXIMUM 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. The rough-framed opening shall be not less thane 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC hallway or,other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 EXP. EXPANSION SHELF « &5 automatic or gravity dampers that close when the ventilation system is not operating. MECH. MECHANICAL SHLF DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING Z Z Z Z Z Z EXT• EXTERIOR SHT• SHEET ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUAfRE FEET. DRAFTSTOPPING SHALL O O O O O O inches high (559 mm wide by 762 mm high). VWhere the access is located in a ceiling, minimum unobstructed head-room In a BD. BOARD MIN. MINIMUM attic space shall be 30 inches (762 mm) at sorne point above the access measured vertically from the bottom of ceiling framing Section N1104 R404 Electrical Power and Li htin S stems BLDG. BUILDING EE. EACH END SIM. SIMILAR DMDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRZANE ABOVE AND A CEILING <n E5 � Fn Fn cn members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. ( ) 9 g y M•O• MASONRY OPENING S,S, STAINLESS STEEL MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCEES: > > > > > > N1104.1 (8404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall BM BEAM MIL. METAL , STEEL P C - - uJ W W W W uJ BTM BOTTOM F/C FLOOR COVERING CHANGE STRUCT. STRUCTURAL / / Section 8902 Fire Classification be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy BLKG. BLOCKING MATERIALS: DIL4FfSTOPPING MATERIAL SHALL BE NOT LESS THAN 1 2 INCH GYPSUM BOARD, 3 6 INCH WOOD STRUCTURAL PANELS. lamps. Exception: Low voltage lighting. F•D• FLOOR DRAIN N.I.C. NOT IN CONTRACT R 902.1 Roofing covering materials. Roof shall be covereid with materials as set forth in Sections R904 and R905. Class A, B or C BRG. BEARING FDN. FOUNDATION NTS SUSP. SUSPENSION m roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 BRK BRICK FLR. FLOOR ( ) NOT TO SCALE SGD SLIDING GLASS DOOR TYPICAL ROOF & FLOOR TRUSS NOTES: o N ection M1305 Bance Access feet (914 mm) from a lot line. Class A, B and C roofing required by this section to be listed shall be tested in accordance with S APP BSMT BASEMENT FP FIREPLACE SQ. SQUARE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFAICTURE OF N UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and CL CENTER LINE F.R. FIRE RATED O.C• ON CENTER TB TOWEL BAR METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPL R 902.4 Roofto mounted hotovoltaic anels and modules. Roofto mounted hotovoltaic anels and modules installed on or above the replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR Y NEW ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY p p p p p p FRM FRAME T & G TONGUE AND GROVE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. roof covering shall be tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide C.J. CONTROL JOINT OPNG. OPENING 762 mm b 762 mm shall be rovided in front of the control side to service an a Mance. FT FOOT / FEET TGS TOP OF GRADE SLAB * TRUSSES SHALL S FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID photovoltaic panels and modules shall be installed) in jurisdictions designated by law as requiring their use or where the edge of ( Y ) P PP� COL. COLUMN FTG OPT• OPTIONAL FOOTING TFW TOP OF FOUNDATION WALL FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. C� the roof is less than 3 feet (914 mm) from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with on opening and a clear and unobstructed passageway large CONC. CONCRETE GA 0•S.B• ORIENTED STRAND BOARD Typ TYPICAL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS F- R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and CON✓. CONDITION GAUGE OZ. OUNCE T TREAD RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSl1RE THAT ADEQUATE BRACING HAS BEEN Z W not more than 20 feet 6096 mm Ion measured alon the centerline of the assn ewa from the o enin to thea Mance. CONT. CONTINUOUS GALV. GALVANIZED W H wall assembly. ( ) 9 9 P 9 Y P 9 PP 1/R ONE ROD TR TOWEL ROD DESIGNED AND INSTALLED TO PREVENT ROTATION ANO PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS C) R 905.1.2 An ice barrier water shield shall be installed er manufacturers s ecifications to maintain roduct warran Ca down front of fascia, M1307.3 Elevation of i nition source. A liances havin ani nition source shall be elevated such that the source of i nition is not less CONST. CONSTRUCTION G•C GENERAL CONTRACTOR � / P P � P tY• RY g PP 9 g 9 GEN. 1/S ONE SHELF TRPL TRIPLE THE SBCA BUILDING COMPONENT SAFEZY INFORMATION (BCS() GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE W � GENERAL CTSK. COUNTERSUNK CONNECTED WOOD TRUSSES. min 4 t (cal. I Ice & water shield in fair weather when the air, roof deck and membrane are at tem eratures of 40 de rees Fahrenheit than 18 inches (457 mm) above the floor in garages. PC POURED CONCRETE O m YP APPY P g C.O. CASED OPENING GYP- GYPSUM U.N.O. UNLESS NOTED OTHERWISE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUTr THE APPROVAL OF A or hi her. Ice rotection re uirements er table R301.a 1 . Install ice & water shield at all eaves, able ends, his & vane s. On roofs slo es M 1502 Clothes dryer duct maximum length not to exceed 35 from the connection to the transition duct and reduced 2-1/2 inches for G PBD. PARTICLE BOARD J o 9 P q P ( ) 9 P Y P CANT. CANTILEVER GLUE LAM REGISTERED DESIGN PROFESSIONAL. LTJ w less than 4:12, entire roof to receive ice & water shield. every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhoust system PL. PLATE x C.T. CERAMIC TILE HGT. HEIGHT VERT. VERTICAL shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code PNL. PANEL W R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12)4 or gr atter. For roof section M1506. CLG. CEILING HDWR. HARDWARE pWD. PLYWOOD V.I.F. VERIFY IN FIELD W%RE`� � FtjF8g �INWl4.T14NEOFF�fL S. 1 W o slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal ( .12), C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALY W WASHER M 1506 Exhaust openings: A minimum clearance of 3-0" is required between air exhaust terminations and openings into the building. 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 underlayment application is required in accordance: with Section 8905.1.1. C.R. CHAIR RAIL M1507.4 Minimum required local exhaust rates for one & two family homes. 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. R 905.2.5 Fasteners. Fasteners for asphalt shingles shall bre galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 0 a e 0.105 inch (3 mm)] shank with a minimunn 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. D PI R 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 NIYSRC. W o g 9 ( Area to be exhausted: Bathrooms toilet rooms= Mechanical exhaust ca acit of 50 cfm intermittent or 20 cfm continuous. E HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W 0 WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. 0 F T 1 z penetrate through the roofing materials and not Tress than / inch (19.1 mm) into the roof sheathing. Where the roof sheathing is / P y DBL. DOUBLE / h+y less than /. inch 19.1 mm thick, the fasteners shall enetrate throw h the sheathin PSF POUNDS PER SQ.FT. I.D. INSIDE DIAMETER WNDW WINDOW 5. All applicable state % local codes, ordinances and regulations if any. ( ) P 9 9 DIA. DIAMETER INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawin s do not address methodolo R 905.2.8.3 Sidewall flashing. Base flashing against a verticall sidewall shall be continuous or step flashing and shall be not less than 4 G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the DIR. DIRECTION 9 gy, the contractor shall be bound to perform strfict compliance with ❑ `LI inches (102 mm) in height and 4 inches (102 mlm) in width and shall direct water away from the vertical sidewall onto the roof piping is located less than 1 X inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be DN DOWN INSUL. INSULATION QUAD. QUADRUPLE manufacturers specifications and / or recommendations. T C3 INT. INTERIOR REQ'D REQUIRED W = co or into the gutter. Where siding is provided on tthe vertical sidewall onto the roof or into the gutter. Where siding is provided on attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend DR. DOOR 7. General contractors and subcontractors to review these construction documents upon receipt from archittect and report any and all U I.S. INSIDE CORNER REF. REFER TO REFERENCE discre ancies includin an dimensional conflicts w the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes DW DISH WASHER RMS. ROOMS P 9 Y , immediately to architect for corrective measures prior to construction. I- 0 provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not DWG. DRAWING JT• JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. I- } provided in accordance with Section R703.7.2.2. less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge sha a member. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the (contractor, a discrepancy exists, � � _1 overlapped not less than 2 inches (51 mm). Drilp edges shall extend not less than Y4 inch (6.4 mm) below the roof sheathing G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. the contractor shall promptly report it to the architect for proper adjustment before proceeding with the wrork. Z qa_ < Q 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their (construction shall be of the CD o o Q) and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof 16 gage) GRAPHIC SYM B 0 LS deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underloyment shall be installed G2426.7.1 (502.7.1) Dong swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches same character as for similar conditions that are shown or noted elsewhere on the construction document set. U) :....................................................... over the drip edge along eaves and under the drip edge along rake edges. (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and W ED,q G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally STRUCTURAL CALC. REFERENCE suppliers recommended installation procedures. �cJ� RC R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section 81001 and the applicable provisions of Chapters 3 from or 1 Taut above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be XX ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible U O ERT C+ �/ and 4 of this code. located not !css than 12 inches above finished ground level. DETAIL REFERENCE for any and all conflicts including weatherazation, water proofing and framing with respect to the constructtion documents. �� 'I � R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less The vent terminal of a direct vent appliance with on input of 10,000 BTU per hour or less shall be located not less than 6 inches XX v PURSUANT TO SECTION 69.5 (b) OF THE NEIN YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 , - n than 3 feet above the highest point where the chimney passes through the roof. from an air o enin into the buildin Such an a Bance with an in ut over 10,000 BTU ter hour but not over 50,000 BTU ter FLOOR FINISH CHANGE " _1 : Y P 9 g PP P P P NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE * c�4 m hour shall be installed with a 9 inch vent termination clearance. SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ar- Z Section 811004 Factory-Built Fireplaces The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches ARCHITECT, TO ALTER AND ITEM IN ANY WAY. N - � * O DOOR / -HARDWARE TYPE R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory from any air opening into the building. built fireplaces shall be tested in accordance with UL 127. XXL _ _ _ XX 3 () ��' R 10004.5 Gasketed fire lace doors. A asketed fire lace door shall not be installed on a facto built fire lace exce t where the fire lace BUILDING SECTION p 9 P rY P P P Section G2439 (614) Clothes Dryer Exhaust XX( XX ❑ ` 0 1(� system has been specifically tested, listed and labeled for such use in accordance with UL 127. �= PARTITION TYPE IJ EW G2439.1 (614.1) Installation. Clothes dryers shall be exhausted In accordance with the manufacturers Instructions. Dryer exhaust systems i R 1006.1 Factory built or masonry fireplaces shall be equiplped with an exterior air supply to ensure proper fuel combustion unless the room shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the is mechanically ventilated and controlled so that tthe indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. building. J NUMBER G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 Energy Efficiency for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the 0 1 6 2 3 N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulaltion. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or manufacturer's instructions. T T�� W cellulose) shall be written in inches (mm) or marlkers that are installed at least one for every 300 square feet (28 m2) throughout U the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with Section P2607 Waterproofing of Openings = SHEET NUMBER numbers not less than 1 inch (25 mm) in height.. Each marker shall face the attic access opening. Spray polyurethane foam P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric 1 : thickness and installed R-value shall be listed on certification provided by the insulation installer. material shall be installed in manner that prevents water entry into the building. counterflashing into the opening of pipe serving 7 7 as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal V Z cross-sectional area of one pipe size smaller. W COPYRIGHT GRCH ARCHITECTURE IP.C. 2017: ALL RIGHTS RESERVED Lazo X 24'MN WHEN NOT ALI6NED WITH RAFTER, � ROOF FRAMING GONNEGT KING 5TUD5 TO TOP PLATE AT OPP S EACH PAR WRAP 1-1/4"X22 6A.6ALV.COIL STRAP Z ATTA X ZH"MN 'R 5 OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb W ATTACH TO EAGti PAR 2x AGQ LET76ER W/2-3/8"x5"LAS, or OPPOSN6 RAFTERS ROOF , R BOLTS o I6" OG INTO STUDS DBPL L TOP ATE CRIPPLE 5TUD5 SEE PLAN 16"O.G. PLM LA A35 o E STRONG-TIE 2X ENDBLO13AY5KIN6 1 ° • A35 o EVERY RR AT 2 END BAYS 2x4 STUD WALL OR 0 SAP�dN STRCFJ6 5FA'<'OM STRDN6 -- GEILIN6 J015T OR 6ABLP END TRU55 SIM'SON STRONG TIE H2 bD NAILS -TE HO -TE H6 TRU`f BOTTOM CHORD W/STRON6BAGK5 � � i I Z SIMPSON 5TRON6-TIE SIMP50N FI2 CONNECTOR®EA " ° TYP. 8d NAILS M. Rw STRAPS'SHALL V_ATrmm To EACH PAR CF mrosm RAFTERS. ALTERNATE TO RID6E STRAP: :RDC£STRAPS ARE NOT RF1�w wn GAJAR TES CF PROVIDE 2X4 COLLAR TIE AT H3 ® EVERY RR RAFTER TO STUD AND KIN65 U G5-22 STRAP AT 5 Al 16N ;5 "NAL DEO OR VA UNn ARE LOCATED N TIE If M TW X Tit UPPER THIRD OF TIE ATTIC SPACE !1^�N ALIGNED) _I FOR USE WHEN STUDS AND USE IN ATION OXY WHEN STUDS AND ATTIC SPADE AND ATrAm To mm PAR or RAFTFRS w/4vd NMMV S 4-10d AT EAGN RAFTER) 5 Do DO NOT ALI15Fl L.5U26 FOR 2x6 EACH 54'SEE 1-51,125 FOR 2x8,2x10,OR 2x12 DETAIL 4 ~ CTI u � O \--FRAMED OPENING U -RIDGE STRAP DETAIL / R106E STRAP DETAIL FOR WOR DOR 51MPSON STRONG-TIE 2x4 OR 2x6 EXTERIOR DOOR (POR CATH.GI-66 WITHOUT DOLLAR TIES) / (WITH OR WITHOU COLLAR TIES) 1aU28 O EVERY GJ STUDS® Ib"O.G. 2x AGQ LEDGER W/3/8"x5'LA6 NO SPECIAL UPLIFT LOCATE AT EVERY RAFTER GONNEGTORS RE-010 ev pA QN.T.S. LOCATE AT // N.TS. BOLT o I6"Or, INTO STUDS 6ALV.,SEF DETAIL 4/01.ALL STRAPPIN6 51 pN SfRaNC� 614-160N STRONG / STRAPPIN6 TO BE 1-114'X 22 6A. IN TH15 AREA 1� M 1r� 15 U5W.l'� F AFF1� // PORGH ROOF GABLE END WALL -- - - - -- ---- =- TO BEAR A MIN.OF 10'ON FRAMING. STRAPPING DE=TAIL DETAIL AT ATTIC -- -- -- --- - -- - -- - 82 NAILS TYP. / FOR USE WHEN 57WS AND USE IN C043INATION ONLY WHEN STUDS AND � �RAFTI�RS ALIGN 'RAFT825 DO NOT ALM 10 NTS. Z STRAPPIN6 TO RLN ONTO RIM JOIST,SEE �) ) ° DETAIL q/DI(ONE STORY)OR ONTO STUD AT WALL BELOW(TWD STORY) ROOF= RAFTER HUPRI GANE: TI Ery\�� - ' . . , r------Ili � I ILL N.TS. LOCATED AT EVEtRY ROOF RAFTER ` ATT I G coZ 5TPAPP I NCC DETAIL ° U %P"F05TWE WtZ34 A M 12 FOR FRAME GONNEGTI ONS D1 N.rs. 0O M5rC45M 2ND FLOOR tRw OR 4x 1x ° PROVIDE 3'X31(b"X3'WASHER PLATE AT ALL ANCHOR BOLTS 4-I6d FACE NAILS FROM Z 5EGLRED 13Y HOOD 51H PLATE5.i GOLUMN POST TOP ANGHOR FR1 bBNr MPSON PA13 OR 55 NGHOR BOLT5 MAY BE U5ED IN LIEU OF KING STUD INTO HEADER ❑ STRAP START NALS ETD LENGTH / N.TS. LOCATE AT EVERY COL U�IN/6HRIPM CONMECTICNN H/Z"1P� THREADED RDD W/WASHER PLATE. r MIN END Lf STIP PROVIDE 3'Xb'X.036'6ALV.STEEL PLATE W/ (A)NAL5 MN N �- -� , b-8D NAILS AT C0144ER5 AND NTER5EGTIN6 n LENGTH(TYP) i l --NO NN5 `fl PLATE W 12-W NAILS AT ATEUTT XI TM STRAIGHT WALLS WFEtRE THERE SINGLE PLATE OR HEADER SIHP50N LSTA12 STRAP W/ 00 CLEAR :t 540P NAILS EACH END AT I \ / 2X6 KNG STIRS NA.N), EALH JACK STUD GUT LENGTH I TµLS � 24'MINIMIM LAP SPLICE TWONE AT SPAN5 UP TO 6 FEET O FOR SPANS 6 TO D FEET FROZE MN Et•D -I � 2-7/S 5/MP A307 ROD THREADED b"BOTH ENDS. THREE FOR SPANS D TO I6 FEET 2X(b JACK STUDS NAA): Wr#M GF 7/8 IST FLOOR BOTTOM - 3/4 AND I ROD AT 51MP5ON 5TEEL 5TRON6 WALL,5EE PLANS 12-IbD MIN NAILS ONE AT SPANS<b' B•D L13N6 NAILS AT ALL SPLICES V. TWO AT SPANS FROM b'TO 12' F-- (A)NAL5 N ABUSIM44 N POST BASE " " THREE LE5AT SPANS TED >12' ISE ON PLAN co I A�BU44 OR ABU66,sE3=PLAN 2X3/6 X3 WASHER PL W/NUT EACH SIDE r LEwTH Ir) GS 22 COIL STRAP I UPPER 5TORY 5HEAR o m WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL 4 FLOOR TO FLOOR TIE 5 i l - - - BOR ET BACK GONNEGTION 5 HDU HOLD-DOWNS AND 5 EXTPI OR HALL E N.Ts. LOCATED AT EVERY 5TL1D \ 1/70 HOOKEDAWHORBOLTW/7' LL I �ON� YELL DOUBLE TOP WALL PLATE SPLIGE DETAIL HEADER GONNEGTION I \ FOUNDATION MIN!"EMBEDhENT OR EXPAN51ON I NOM E I \ BOLT W/5'MINIMIM EMBEDMENT N.TS. 1 NTS. N.TS. 16 COL STRAPS WER SFEAnft FRAM M GGM,HCN(0191 x W LON6)NALS COL STR M SHE Rft FIRM IOd GOhAKJM(0.191 x 9"I")NNS I ` \\\ 6 GOLUMN POST BOTTOM ANGHOR F jW ALLOWABLE HOLES - I \ T LOCATE AT EVERY coL.uMW 6tRD1�2 GONNEGTION T�� 8D NAIL®6'OIG AT ALL PANEL ED6E5 (n \ Ifi�Om as Nus TGE NNID IbD NAIL®24"0/G AS wrcx HIP RAFTER, IbD NAIL®24'0/6 V 05B OR PLYWOOD VL Headers and Beams Z SIMP50N HGP H,P W H'a�wrT� 5�PLAN INTERIOR `-�A��1N6 Microllam® LVL NOTE:NE2E 24'WIDE MINIMUM FULL HE16W I (4)NAILS MN N GORNER TIE 1.3E TimberStrand® and _ LSL hole zone y depth U ` R•LENGTH� hole Izom©PSL largest hole;r minimum ° WALL RETURN 15 PROVIDED AT ENDS OF BRACED WAIL LINE THE 80Ox HOLD"MAY I 9 (minimum) BE ELIMINATED. PROVIDE TWO(ONE AT EACH `\�` INTERIOR SIDE)G5-22 STRAPS PER DETAIL 4 IN LIEU OF I �4 SIM'S0N BP WASHER �"stn�) \`'J o o AT NAIL a 6'ALL PANEL /EDGE{' d L5TA3b STRAPS 5HH0M N THE DETAIL. NAIL SHEATHIN6 TO SILL PLATE W/8d 2X ACQ SILL PLATE. DOUBIF I NAILS 0 4'0/6 SILL AT PULL BASEMENTS - - ° EXTERIOR GYPSUM BOARD - - - - - ° o 0 1b VIA.STEEL AWhM J 7'MINIMUM 5DOLTS MAX 2'� tx 19 MAT VAUrf SD NAIL® 12'0/6 AT ALL Microllam® LVL and hBNt EXTEND BOLTS MIN.7'INTO G5-22 COIL STRAP AX SSW To RR'THt MEMBERS NOT AT PANEL EDGES Parallam®PSL FDA.MTN TIGHTENED NUT t to aw. allowed hole zone 5'x 3' E TERMITE TO EACH BOLT. (2)2 x A� middle Y span LSTA%W/10-IOd NAILS •4 GONTIPUOUS BAR PROVIDE TERMITE SHIELD SILL SILL PLATE `N W ILL PLATE NAL®TO 51F"ML STRIP 15/32"055 OR INTO STUD ABOVE AND LOCATED 2'TO 6' SEAL AND MAINTAIN 8 MRL RM AND 5LL PLATE A�"0/G AT Ertl wast VM INSIDE CORNER OUTSIDE CORNER FROM TOP OF WALL FROM WD TO FINISHED 6RADE VAIL(,qac Krotw5. PLYWOOD SHEATHING BELOW(2 EACH GORNEW NOTE, NAL A5 HHt TAU gap wrLM PLAN VIEW PLAN VIEW d 1.3E TimberStrand® LSL allowed hole zorne d � r I I iii Ta°`2 SEE FOUNDATION PLAN COIL STRAPS UNDER 51fATHIN6 PROVIDE:8d GOh1hbN(0.131 x 25'LONG)NAILS.COIL EXTERIOR W J\ L1� TOP General Notes � co 0 STRAPS OVER SFEATHUN6 PROVIDE,IOd COMMON 0.131 x 3'LONG)NAILS. EXTERI V I� GOI�N� � � N L14Y-01�ER OR. 1=A"CLSE VALLEY HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded PLATE HIP CONNECT I ON DEPTH HOLE SIZE headers and beams only. (f?nd STORY GOPNEP GONNEGTOR5 TYPICAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLA�TE ST�APPINO D�T�IL WALL FRAMING 1 • Round holes only 551" 9 No holes in cantilevers. LOCATE AT EVL'RY STUD NTS. KT5 18 �� 5Y /4 • No holes in headers or beams in plank orienta3tion. .TS. LOCATED AT EVERY C.ORNEt N.T.S. LAGATIGNN A5 NOTED N.TS. N.T.S. N.TS. 7Ya"to 20" 2" See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes In headers except as Indicated in illustrations and tables. A MINIMUM OF TWO BRACED WALL LINES(131°U-.)ARE REQUIRED IN EACH DIRECTION OF A EUILIDIN6. BWL'S SHALL NOT BE SPACED 1 I n vi EXfETDT STRAP AAD WALL SfFATNNS p TTOP GF aq'WA11�F Vu�I i 0 0 0 MORE THAN 60 FT APART. WALLS WITHIN A BYNL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BH-. OWL LOCATIONS ARE TO TOP OF PONY WALL F ll5® INDICATED ON FLOOR PLANS NO �_I I NOTE: 2 FT MAX PONY WALL MAY BE 2 FT MAX PONY WALL MAY BE 5h1F~a0N D1T1Z FiGLDOMN AT(h WSP DRAfkT A BRACED WALL PANEL(OW)SHALL BE61N WITHIN 10 FEET OF EACH END OF A BNL. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER I I PLACED ON TOP OF HEADER LU W W ®) WALL EW PANELS(TYPE A)HDU A6 REGw ED6E5 OF BAPS SHALL NOT BE 6REATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BHP ON EACH BNL EXCEPT AT AT WACEP WALL PETALS G W D. WALLS< 16 FEET LONG MAY HAVE ONE 48"OR LON6ER BHP. BWP'S ARE TYPICALLY G5-W5P SHEATHED BRACED WALL PANELS ® (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,ORF PANELS A5 NOTED ON PLAN WHERE BWP TYPES A 3 I/2'WIDE LVL HEADER(Se PLOW ® 4-142 NAILS AT DfTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTIN6 LENGTH OF BW 15 REQUIRED. ® BW T,'PE5 ARE INDICATED ON FLOOR PLANS. GONTIN10U9 TO OUTSIDE O)F PANEL ® 3/8'0 THREADED ROD ® CS-WR CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET sz _z J1 11 1 NOTE.WNFIERE 24"WIDE MINIMUM FULL HE16W THE MINIMUM LENGTH REQUIREMENTS OF TABLE RbO2.10.5. NAIL W6'MINIMUM WALL CONTINUOUS 14'4 MIN DEH'HEADER TO I- CONTINUOUS 14'4 MIN DEEP HFADE-R TO s L- WALL RETURN 15 PROVIDED AT ENDS OF SHEATHING WITH ad NAILS®b'O/G(EDGES)AND 12"O/G(FIELD)AND PROVIDE 2X OUT5IDE KING STUD(SEE PLAW OUTSIDE KING STUD(SM PLOW ~ C 4,191P BRACED WALL LINE THE 8008 BL.OGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. PROVIDE 800 POUND HOLDOWN FASTEN k SHEATHING To HEADER MU FASTEN J'5HFATIHIN6 TO HEADER W/ FMB.EL16E Z HOLD"MAY BE ELIMINATED. PER DETAIL 19 OR 20 AT ENDS OF BRACED WALL LINE THAT DO NOT HAVE W NAILS 0 30/G IN EACH DIRECTION a W NAILS 0 3b/G IN EACH DIRECTION HALL MIN PANEL EITHER A 24"MINIMUM FULL HEIGHT WALL RETURN OR A 48'MINIMUM BNP. 5HP50N LSTA24 STRAP ON BOTH SIDES AND LU SIM P50N LSTA24 STRAP ON M&EATHED � HE16HT(FT) WIDTH'L' W TABLE R602.105 MINIMUM LENGTH REQUIREH�ITS OF G5-N5P EACH OF HEADER TO JACK STUD MU I6-IOD NAILS FACE W Ib-IOD NAILS 8 �� TRIM TOP OF PANEL AS FMW 2 [- CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W/2 H FASTEN TOP PLATE TO HEADER W/2 q 32' 6-1/4'SDS 5GRS«5 ° w WALL ROWS OF Ibd NAILS 0 39D/G z ROWS OF Ibd NAILS 0 30/6 z 1O 34 W 1� Q Q � PORTAL STRAPS I/2'FROM EDGE OIN Fh-�1 OOP"H CLEAR RACEMINII4M LENGTH OF v v (2f JACK 5Tl1DS MIN OR PER PLAN V 11 38' BOTH SIDES(4 STRAPS PER PANES.) HEIGHT(FT) OP"H 16HT BRAG®WALL PANEL D_ (�JACK sTI1D5 MIN OR PEER PLAN 12 42' W IMPSON GNW COUPLER NUT > 8 64'TO 80' 32' BLOGKIN6 AT PANEL ED6E5 / ~O BL OGKIN6 AT PANEL ED6E5 I Q • ' 'r" H BLOCKING AT PANIEL EVeE5 PANTONVEZIFYSP LPLU58� Z `~J/ 80 TO qb 36 PANS SHALL HAVE A LENGTH 1'OF NOT PANEL SHALL HLAVE A lBN6TH 1 OF NOT F� <64' 2T' GYPSUM BOARD "6B"BRACED WALL PANELS(TYPE B)SHALL BE FIRST FLOOR OF TWO STORY APPLICATION C/) LE5 THAN I6'FOR 8 FT WALL,IV FOR q LE55 THAN 16'FOR OPE STORY AMD 24'FOR U' /8'0 ANCHOR BOLT OR q 64'TO 80' 30' 48'MINIMUM IN 1.EM6TH ON BOTH SIDES OF WALL PER TABLE NOTE,DETAIL APPLIES TO ADHESIVE ANCHOR 80'TO qb' 41' R602.IOS. SECURE 15"GYPSUM BOARD WITH bd COOLER NAILS, R FT WALL,AND 20'FOR T Io FT WALL SEE FOR SEE KLAN FOR ACTUAL L516TN. W <b4' 30' .0415"X IYe GYPSUM BD NAILS,OR.oq&"X 1%5,ANNULAR RINGED �jVL IF HUM TO HNA DIMEN5 P6 ARE � IF WIDTH TO►TIGHT DIMBISION5 ARE � ��OF HEADER � NAILS a l'O/G(EDGES)AND l"O/G(FIELD). BLOGKIN6 15 NOT EZEEDW THEN DETAIL'f'TO BE USED* /1 10 64'TO 80' 30' EXCEEDED THEN DETAIL'F'TO BE USED. w 80'TO q6' 38" REQUIRED AT UNSUPPORTED PANEL E06E5 WHEN PANELS ARE " - -- " INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRU55 OR FULL. � � � N FFCOMNUOUS HEADER 15 USED OVER ❑ Partial credit for panels 36 to 48 wide per R602.1052 HEI6HT BLOGKIN6 DIRECTLY ABOVE AND BELOW TYPE B WALL5. / / X �OPE IN%�MIDDLE� ONE JACK AND KING 5TI1D5 I Q ONE JACK AND KING STUDS BRAGUJ515 NOT REQb " n TYPIGAL HOLDOHN DETAIL AT CONTINUOUSLY SHEATHED'WOOD L EQUAL To u; n n FASTEN 7/16'SHEATHING TO EACH STUD � � FASTEN 7Ab'%EATHM6 TO EACH STUD TWO KING STUDS or > 12"' H 1=�PAMED 1=LOOR A STUCTURAL PANEL CS-WSP -TYPE A B GYPSUM BOARD GB -TYPE B o NOS ILLW�6DCOMMONNALS@310/6 o AND SILL WWCOMMONNAILS 03'oic NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 FASTEN 111151 SHEATHNG To SW c7 AND SILL NV 8d NAILS 0 4'0/6 ' j"1 PORTAL DETAIL'G'ONLY APPLIES N.T.S. TO 2 FT TO 18 FT WIDE OPENIN65. SIMP50N HDI5 HOLD"W/14-1/4"525 SIHlwjON HDU2 HOLDOWN W/6.1/4' / TABLE 602.10.3(1)BRAGIN6 REQUIREMENTS BASED ON 14OMPH TABLE 602.103(2)WIND ADJUSTMENT TO / 5GRE 5 M DOUBLE END STUD Q WIND SPEED,EXP05L RE 13,50 FT MEAN,ROOF HE16HT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'm ANCHOR BOLT OR EXPANSION SD5 5GRBNS IF FLOOR HM HOLIXIHN IN 1/ABOVE PANEL TO 51T DIRECTLY ON TOP OF 5tiM 17=H0.D171�M AT 66-WSP Wff WALL HEIGHTS,AND 2 BRACED WALL LINES Bar NTH 2')Q') y'PL WASHER CONCRETE FOUNDATION WALL ........ . ADJUSTMENT STORY CONDITION ADJUSTMENT V70 ANCHOR OR EXPANSION BOLT WALL EN7 PAMH 5(TYPE 6 f1RU AS GONT BASED ON 5UPPORTIN6 FACTOR �SAR CONT N TOP�� OVER W ® AT DRAT.®YWALL PETALS G AND D. 5HEATHIN6 EXP05URE GATE60RY ONE STORY G 12 FOUNDATION E 5TORY BWL 5PAGIN6 METHOD 65 CONCRETE #4 BAR CONS N TOP OF CONCRETE 2-V2'0 ANCHOR OR EXPANSION BOLT FOUNDATION FCN1HbA71oN s<3 TIE U 51 ® 4-IOD NAL5 AT DTT1Z TOP 10' 25' 55' EXP05LRE GATE60RY ONE STORY D Is - C7\ =4 BAR CONT IN TOP AND BOTTOM EXPOSURE GA1E60RY TWO STORY G 1.3 � �T ��I� OF CONCRETE FOUNDATION 51M�S.�ON 587/8X24 OR PART-18 ANCHOR � � �O ® TOP 20 5.0 IOD' EXP05LIRE CATEGORY TWO STORY D 1.6 EXTEND WALL SHEATHING OVER RIM 1015T PAB5-18 ANCHOR BOLT OR V MEADED SO 5 OR Ye"THREADED ROD, ® TOP 30' 7.0' 145' ROOF EAVE TO R106E ROOF ONLY 15 FT 1.3 PAHrEL EDGE OVER ROD HV WASHIR PLATE,SEE DETAIL 15/DI SEE DETAIL 15/DI FRAMED STALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENlN65. ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR WALL TO EIE USED ON FIRST FLOOR APPLICATION ONLY.PANE.HAS TOP 40' q.0' 185' ROOF EAVE TO RID6E ROOF+I FLOOR 15 FT 1.15 PANEL HAS CONTRIBIUTIN6 LENGTH OF 46"TOWARD5 RbO2.10-%)MINIMUM LENGTH REQUIREMENTS FOR BRACED WALL PANEELS AT BRACED WALL LINES. WALL TO BEIDUTINS, 511'IFSON STRON6-WALL REGUIRES EINGIPEERED DES16N TO ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 13 U5E3)ON FIRST RDOR APPLICATION OMLY. RC�IREMI NTS FORLENOBRACED WALL PANISS AT�OBRAGEDNWALI LIPlCS TO DETERMINE PANEL SIZE AND ANCHOR BOLT$FOR ❑ TOP 50' 11.0' 23.0' ROOF EAVE TO R106E ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL DESIGN WIND LOAD AND CONDITION i ) ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP , ... 31VOA ,,HORBOLTOR TOP bo' 13.0; �5� W"'��L i6Hr a►"�rYsTo°RY aF�r o°.q5 CONTINUOUSLY SHEATHED POR'.TAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL JOB BOTTOM OF 2 10 5.0 105 n, n; ADHEr51vEANGHOR WALL W16Hr ANY STORY a FT Los FRAME LE CS-PFDETAIL - TYPE C PFM" DETAIL - TYPED BOTTOM OF 2 20' q.0' ICIDI WALL HEICHHT ANY STORY 12 FT 1.1 C D E DETAIL - TYPE E FDETAIL - TYPE F OTCAPER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NJf4R OF Bit PER PLAN DIRECTION AT STORY 3 13 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD 111 °S° BOTTOM OF 2 30' 13.0' 275' NUMBER OF BWL PER PLAN DIREGTION AT STORY 4 1.45 BOTTOM OF 2 40' 17.0' 3(D•p' NUMBER OF EIK PLR PIAN DIRECTION AT STORY 5 OR MORE Ib CO CO SHEET NU GYP IE FINISH O OD C FROM INSIDE FADE OF BI^E 1.4 2 B RACED WALL PA N E:L DETAILS 03 HOLDO1�lN DETAIL AT 5LAE3 BOTTOM of 2 50' 21.0' 44.0' APPLIES TO METHOD GS-W5P ONLY �- 2O BOTTOM OF 2 b0' 25.0' 525' GYP BD FASTENING. ANY STORY 4"O/G 0.'1 Z APPLIES TO METHOD 6B ONLY D-1 NOT TO SCALE U' W D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED c/) Z w r E 0 ti x4"d OrKM6 rtf.DTMM WALL 0 4--d .2 C) rx'r amem @ Ir ob.- 2 z FREW,5m — —1-1 0 4---; uo) a pwm&l a) L + > RD>� VENT RIDGES TO ALIGN RIDGES TO AL.161,11 PWrL MM MN04 !E PY OR W ROSE VENr ROSE! 2 rw Tw x c) rn H16H CEILING 0 LIJ m rw rmw C) HIGH CEILING ffyONO .............. u') - co BEYOW r- 00 12 El 12 HAWIPLANK 11r PLYWOOD 6EATI6 u cy) 10 HARDIPLANK HORIZONTAL 101 6'AZM TRIM 61 AZEK TRIM HORIZONTAL SIDIN197 .7 rxc TRm (o DENTIL BLOCK#VTLBWxb -J� BY rrW OR EMAL, 5Y TYPOW"OR EMAIL DENTIL BLOCK"U*xb-b 7 51DIN6 r 6-AZEK TRIM 6*AZEK TRIM (D IlD plc 3- 12 BEDROOM=z BH)ROOM GABLE END DETAIL 12 1 TI IT 11 if I I I I I PL (+/-)12 61 H160 BLIND b"1111160 BLIND N.T.S. 50IN6 z T-T--TTFTFT-1 I IV I AZEK 1*5xc 8'AZEK b' FLk AI FLASHN6 Al EV W RAKE ED Ww TRIM -,ri 171 1111111 II I I fit if I IN 5'AZEK!� AZEK METAL EYEBROW METAL EYEBROW I2 4TRIM(TYP)ce TRIM(TYPj If II I ROOFING 0 6.12 PITCH a�aaw. ROOFINIS 0 6,12 P!v,4 R Ixb FASCIA ED. 61 HI&H EILD FLA-50%, Ix&FA-%IA EV. k-EEw.EE6-.6..EE1 �.A 4--a -1, 11 \ 1\ /-6 DEN PL HIT PLHT z r -,rL 77 7-77,77 1.-0. 0 -OGIR *E 'I -0. 11 1 1 11 1 It Eiji 1 1, 1 1 L OR II Il T 8'AZEK 5'AZM FRIES W. FRIEZE W. u- Ln 8'AZEK b-AZM-L-1 7 1 tF FRIEZE ED FRIEZE ED. 0 it 11 i!E L -10 z I if I I Rr Ll L 111 11 INNNEENNEEN"! be AZEK TRIM Llii zp -T Ix AZEK TRIM I III t .1 1 L.Ll If I I 1 11 11 1 111 r-NNE1 II It flf III I I I I I I I i LLLI AEMLFLO Z LINE I iLiLil FIRST FIRST Ll -Li- 1�111;j I LIS FIRST LRE Pa---FLOOR LINE LL,L=1 41� -�- - - -- -1 -- �- - -` I I j I - I IV SQUARE H1346 PER.H[A LAST P.T.P6T WITH SIMPSON bxb P.T.POST H14 5IMP501E 0'556 HB46 DERMA CAST Ca"#*W2 W SaWlE W52-111,% BC52-3,16 POST Ca"#4&W2 W 5WARE I I A4 I O ., FLAT CAP 4 BASE(OR EGVAU 51WWN SIMPSON ABUbb FLA TI 001-11-16) GAP 4 SASE(OR EXAU GMVZ COLUMN TO BE I COLUMN TO BE uj PREWOM W 51PLIT KIT "DIED W SPLIT KIT m 0 _qjr-OOR -OOR - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - =I- - - - - - - - - L - - - - - - - - - - - - - - FRONT ELEVATION FRONT ELEVATION Q 3A6P-0, 3Ab V-0, z UNIT 78 UNIT 77 L1j MODEL A (LAUREL) MODEL A (LAUREL) 0 0 PJ06B TO ALIGN RIP6B TO AL16N RIDGE VENT RIDGE VENT --- , APPLY ICE 4 WATER SHIELD IN FAIR 7 AMY rE 4 WATER 5141ELD IN rAIR HEATHER WHEN THE AIR ROOF DECK AND HARDIPLANK ...ni—�I, I '-7 HEATHER NO THE AIR ROOF DECK AND HORIZONTAL SIDING 6Ank TRIM �6"AZA TRIM__ HARDIPLANK mainqE ARE AT TEmPERATI)RES OF 4O`EF MEMBRANE ARE AT TEMPERATLFE5 OF 4O'F (5*r,)OR H16MZ (*5*r,)OR H64R IN b"AZEK RAIE�E ED W�L., 6'AZEK RAKE BID N 12 12 . I . . � : - I . . F- (�j 6 17 ,j 7 I IN 3'AZEK TRIM("i INSTALL ICE 4 WATER SHIELD < Cli. 04 r- Cli 00 INSTALL ICE 4 IN 3'AZEK TRIM(TYPJ 10 10 OWL ROCK SVTnLebxbxD 0 c� 6 6 CNJ WATER SHIELD L IVTLBb)x6bxD ............. BY r(pow OR EQUAL�n 12TH PER MAXFACTl.$Ur3 PER MAIAFA(,TUnR`5 13Y TYPON"OR EXAL -1 z ---- SPECIFICATIONS TO MAINTAIN 5PEGIFIGATIONS TO MAINTAIN PROOXT WARRANTY PRODUCT HARRAW 110 10 Q Lj ID 12 12'x Ib"VIII,L 12 if I I 1 11 1] 1 1 H 1 1 1 11 11 1 1 Ill I If I LAI 11 (+/-)12 TYPICAL ROOFING: 7LOLw TYPICAL ROOFING, (+/-)12 ARCHITECT1,11RAL. ARCHITECTLIRAL 5HIW--LE515#FELT A 5HIN6LE5,15#FET LNDERLAYMENT A1.1 /TFTFTTTTT IT VOERLAYMENT 1/2'PLYPOOD 1/2,PLYWOOD BLINDD 5FEATHINr;? [I-IITI I I 1 11 [1 1 1 5HEATHI" z z z z z z FLA5HlN9 FLA51-11%7 0 0 0 0 0 0 -TTT---T I 17FTF-i"'I. Ill I I I I Ii yi I I I l-'F.YFITT X, AL C7N -AL16N > > > > > > Lu W w w w w -7- 1 1 .I-" w- w [)� AL16N . . . . . . . . ON%PL HT DINING PL Hir --------------- IF= CD VAZW nH FRIEZE ED. iT-TlT- 777 FRIEZE ED. Rq J1 I- � I I I I I I -- . � ?�,�!..,:WA i � --L-V—I I i I I T it II 11 II I LLIJ z II L—ol IT) 511 I p A- w UN) IT -iT 4L) bc4 AZEK TRIM I I I fill 111111 11 1 1 11 HE If IX4 AZEK TRIM ,tj 1[ 11 1 1 11 If I 1 0 m I 11111 il I 111111 11 if I I -j If I I 111 11111 1 Ill 1111111 11 1 1 1 If if 11111 11 ill IIIIIII Ili 0 I I w 11 1 1 1 1 it 11 1 1 1 11 11 1 1 1 11 If I I I I I If I > I I if 10 i 1 11 Ill if! H I I I I I I I 1 11 1 1 lit FIRST LINE id IRST FIR5T Fl PI"OORLW w111 0 < lum LINE Z I it==T=— I E99ZIOR KAU__j I I I Ill 1 1111 1 1 --4I II /—EXM;UOR KAU LD HA17DIPLW 51-1111%-LE HARDIR-Am SHINGLE Slow Lu TYVEK OR EaPOEL TYVEK OR EQUAL 'WOW SHEATHINS IA6'05B SHEATHIN9 OL. -2*HOOD STLM 0 16"O.C. IIWINXH I I I WINDOW I -2xb HXV 5TUP5 0 16' -6-R-21 BATTS, -6'R-21 BATTS, L9 I _____- 2015 IRC,-624211(500) MTIN9 5(5TEM TERHINATION I-XiATION: co TIE VENT TERMINAL OF A D)IRECT VERr APPLIAXE HI'M AN dj FDI MIT OF 10,000 M PER HDLIR"OR LESS SMALL BE _j LXATEO AT LEAST 6'FROM ANY AIR OPENN9 INTO A LWIK 22ffj AL ji, IIwK qSmT WILDIN6,AND%rA AN APIPLANCE WITH AN Wn OVER 10,000 m FLOOR r lF Ll - - - - - - - - - - U111 PER HIM Wr NOT av1ER WPOO 137111 MR HOW SHE 13E z z E - - - - - - - - - - INSTALLED WITH A q WH VIEW TERMINATION CLEARANCE,NO di AN APPLIANCE WITH AN INE OVER 50P00 BW PER HOUR < < < SMALL HAVE AT LEAST A 12 INCH VENT TERMINATION z w X aEARAW.E.VE BOTTOM OT-TW VENT TERMINAL AIV TIE AIR (D 0 10 1 U) INTAKE SHALL BE LOCATED 0 AT MAST 12'ABOVE C7RAVE. EO ...................................I.............. .... W -REAR ELEVATION -REAR ELEVATION 0 -ON 0 -Wbr-= 11-0 2015 IRC-012.2.1 IN DWELLING VNrT5,WHERE ITE TOP OF THE SILL OF AN < ObER7 OPERABLE NNPOH OPENM 15 LOGATED LESS THAN 24' ABOVE TIE FINISHED FLOOR AND 6REATER THANIVABOVE THE FINISHED GRADE OR OTER 5URFAGE BELOW ON THE EXTERIOR OF THE WILDW,TIC OPERABLE WINDOW SHALL 0 UNIT 77 UNIT 78 COMPLY NTH ONE OF THE FaIDWIN57. •OPEI,11495 THAT WILL NOT'ALLOW A 4 WH DIAMETER WM;E T TO PASS TWO"im OPENING IN ITS LAR5r5T OPENED i A MODEL A (LAUREL) MODEL A (LAUREL)S,THAT COMPLY NTH ASTM F 2040 38TROL DEVIGE AFTER OPERATION TO : . .. 0 RELEASE THE CONTROL DENVICE ALLOWING M WINDOW TO ...... . ........ FILLY OPEN,SHALL NOT FEEXU THE NET CLEAR OPENIN6 JOB AREA OF THE WINDOW MT TO LE55 TI-ANI 51 SQUARE MIT. . . 2016023 w U) SHEET NUMBER DUET CLUSTER z UNITS 77 & 78 (D NON 12 ELEVATIONS- w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RI06E VENT C/) H ' FIRE RETARDANT Z PLYWOOD SHEATHING E 0 2"xb"RIDG =E BEAM U 12 12 0 V U 12'UPPER&ABLE BUILD-OUT 12'LIPPER&ABLE 12 712 2■X6"RR Q L_ 0 ca Z IL w .2 amD ovr G. I— =; co R�TO ® Ib'O AU6N BLOCK C) � r- BLOC t�D9E V RIDGE VENT WD6E VENT RIDGE VENT - - PT 61XIRIO" ''= N} _...o.. �...' RID6E VENT TO Es L. - rn _ T ENDS W m co Un 4 .x : ON •�, ... w - 0c0 - -r�s•r l-a:::._ M':'.. .w..aw.>.ww.�....aa.....+,��.^�„<w v .ei :, ... w..!++:,v,w:ie'- _. .._.. - - RIDGE ENI 1 f `.. mw w - 1< T/ 1 -0" 1,-0, . GABLE v .,�:.rte... . I _ ¢j1TTEiZS t LEADERS :: .. :-. .. - RIDGE VENT t &ABLE ALL GUTTERS t LEADERS SNAIL BE BAKED GABLE "" M -. - OH. a OH �{ ::..: »a...:::_w..... . WHILE ALUMINUMI A32 MIN.GAUGE,6UTTBS 6ABLE SHALL BE 5'SEAM�E55,Ob.STYLE W/ALL : OH. - ... ..... ...... ... OH. �" b'HIGH BUND '4 GABLE .. RELATED t REQUIRED PLGESSOWEs LEADERS — FL.ASI1Ur6 SHALL BE MIN 2'x3,027'GAUGE W/CLIPS t "" 6''0 O.H. �I rte.--s m.�,-_- ANCHORS. GN1LK E SEAL ALL-vim 15. PITG11 - �. ROOF 0 COVERED '-,.-a=r - r.�. .-.�1 .. .. .. .. -,.+_ Jxb FASGkA B1].r-+:.:..s K�.. �::;: a..d-s.,.._ 2" M GUTTERS MIN,wIFT.PROVIDE P.VL. L 0 GOVERN PORCH BEYONDill I RECEPTORS 8'ABOVE GRADE TO RECEIVE PORCH BEYOND Ib ' LEADERS(CLOSED LAP DESI6W -'"° w_-. IxB FASCIA�. - .,w.,. .. ® W/ ��._. �— �� —ROOF IT BEAMS Z - � IT B - - VENTEDO VINYL SCFE COV.PORCH T _:. _ ._ COV,PORCH I- PL HT _ _ GARAGE Hi 6 PL HT BEYOIb " PL Hi OVER = (� Z) --- 1 I v I'-0" { .I'-4': i f I I TT-1 f TL ❑ 0 I! I,-0; 4 Z i I7T TTTT_ FOR RIEZE . w. -,li oN. t: I I O -J a rs - ' - - i I U f II I I I I , 4 , I1 - € WALL 0 GARAGE w'iO tl f 4 f 1 I - LL LOND - BEY 44 4 I i LJ J jo � - - - - Ii I COLUMN 0 GOVBSD I I v I If 11 O L J PORCH BEYOND I I <,,, Z i IIf I .: I I 1 Qj� rI FlRST FLOOR LUE i i FIRST flAOR INE flRST LINE ,.. . .:.>;, !.-i.A a:>, .a,.m j I FIRST LINE 1—'1 1x4 AZEK TRIM I � I HOUR RATED EXTERIOR I I I I I I I 1---ii RST LOOK LINE BEARING WALL I I I I I A55EMBLY-5EE DETAIL: A9 I I I b - AI.1 I � 4'P.COr�.'SLAB w w UNFIK 85MT MIN,BSMr FLOOR = = = = =1= = = = _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - . o W 0 l BREEZEWAY SECTION NTS. A1 . 1 � LEFT 510E ELEVATION (BREEZEWAY SIDE) -RIGHT 51 DE ELEVATION U 3 b = I-0 H UNIT 77 UNIT 77 C/) U W 2 MODEL A (LAUREL) MODEL A (LAUREL) Z) 0 0 12'UPPER&ABLE "i'' 12"UPPER 6ABLE Bu1lD-0Iff '� I. BUILD-OUT RID6E5 To AL16N BLOCK BLOCK RID6E VENT RIDGE VENT RIDGE VENT - R1DGE VENT p�� . _^ rVVClL•YL1�, `9°' x R.>+.,•�.rek:usM � 1 .. :,xw.d��. ., ,::..ee-�.w„,„ny, _.. .. .. ,:d.,..:... � w rawm. ., w. .ara ....ram � f` 'y'T^J J_ A {wn.:eMmwe'.t � �,.pos ra,bur_i.� x1^� — — � �,�:1, a.. .:_.;,�d�...� b• .. �.wr:.;�Jr+�r=—.®+. r»^'s �....,:L � w .>< 1 M O � co a0 rte. +...7....i. _t_., ....,ao.,.. , .. x,s�.,:.a:u"v'xsw.::.6::...:I..=.a.a:-+..._:�.:..+=a.+-r. _. _. ._ - _ _ _... -----•.. .: T .�di-r-+ f i T ! F..�L:;�w6�''a�w..�• . py=.. Al ,r..uxf :f, Y �1 ��+ - ..:I.v-�.e_,,,.L,.. ... �::r.e:�:ay�xs,::•,x,b,,..vL,:..d. a w«aa..,_ x.v.m.. ..,ws a.. .w^mwaaa:�:.mw.w..r»•r,..mk.�.mna,. +v lnr 1 d... i . -.. -- .� _ __ +-�.�•�._„v :. ---.L:�:c=. RWOI-11J•1 RIDGE VENT _ ..�.. ... s +m.-...a T . 60f{ 6UT[ER5 t LF�4DER5 6ABLE �-- _ I'4' I'4" ` - - .. ..._ . ALL GUTTERS t LEADERS SHALL BE BAKED OH. ,. �. �.. . I _ GABLE"L OH OH „w ..: ,.; MUS _ GABLE . . NUM GAUGE,6UTfERS _ I ..: ..:v Ob.STYLE ALL GABLE WHITE ALUMI A3 ...::�.: �.e..,w..:�-.�.:::...--- - .,::. ..,. �..... .., SHALL BE 5' _; 2 b'H16H BLIND'. _ .. . :,:.. -::�.:�.. ...:. ,-w-.-�: a.- .m .� ._:. ... :;. t REWIRED E5. LEADERS FLASHING - - -� r r_`� a ` '"' 3.�g� ' . .... .. SHALL BE MIK 2'x3' D AUSE CLU'S t „�1,. �„_. .. _ , CAULK E SEAL ALL JOINTS. PITCH ROOF 0 COVERED ROOF 0 COVERED ,�;��" "'�-�r+ - �- �y::::.�.L:..,:.,�,--+-,..:.!-�� .,..e:,..�...:.....::..::.b T..>m.;::+..•.-"'::..:...::.r:Ras...::::x.,..��:m.P.:,e:.w.::.".. x..:.::.a.�_.:_.:.,,:.:+s,.,:a_ :» ..,:a..:. «.-.«.. 61�T1ER5 Z Z Z Z Z Z PORCH BEYOND PORCH BEYOND + �.. �. q ,.Maw wM� I I' ll fill ;.�.¢. ,^ , �rL2� ANCHORS. IK I/8'/FR.PROVIDE P.VL. IxB FASCIA BD. A-5 - .a. - a "- -- =' .�... ,- .0 LEADERS( O O O O O O rV .. �.. DE516W COV.PORCH COV.PORCH 6 PL Hi —FT P11.HT a... _ GARAGE PL Hi OND Ah - m OH. I'O' D i FRIEZE W. -I-- '. . �I__ I I S I I ___i__ _ _�_ � -JI__ I �I= ,L�, I 'M , EE .Aaw. 1 �- 4 If fill 111111 4 © © I I _ - ,l <.. t.:'•. BEYOND 4 Z Gou1r iN a cavern i i i ! I I PORCH BEYOND .i.. ,..y<..a., !ai,zmAt,zi , s W O L1J HliI i Fl T FLOOR LINE iPAI FIRST LINE F RDOR LLNE111 1111111 1 it 1. pF_............ _ W 1,,.., ...__.._._...-_•__...____—._ ..Rat. .0 i .,::v,,...:::.. •:..e..:_. sy FIRST LINE ~ U �j _ — Q �+ U 0 II AZEK TRIM I I I (D + HOUR RATED EXITERIOR I I I I I I I I Lu w o BEARING WALL , I I I I I i I i o (�.� cn z A55EMBLY- 5EE QETAIL: e I I I I I I I I F-� W 2015 IRC-62427b 15038) w a I I I I I I I I I I THE�T�IN'AOFFIDIIIIVENtT APPPPLAiAINCEE NTH AN iti V � MIT OF Io,000 BTU PER HOW%4 OR LESS SHALL 13E II I I I I lN.BSMT LOCATED AT LEAST b'FROM ANY AIR OPERM INTO A } uNFl BSMTFLoorz - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - � - -_ —_ I —_ —_ —_ —_ —_ —_ —_ —_ _- -_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ - -_ — _ — _ _- - -_ - - �I- - - - - - - - --�-- BUILDINGDNTHAgINCHWLIANGEWNATION LEAIff ZaND C9 m TL J BTU PER HOUR BUT NOT OVT R 50,000 BTU PER HOUR SHAD BE z INSTALLED WITH A 9 INCH WENT TH2MINATioN CLEARANCE,AND � z AN APR,IANGE WITH AN IF'P'UT OVER 50,000 BTU PER HOUR Z < U SHALL HAVE AT LEAST A U2 INCH VENT TERMINATION Ur U CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE GRADE (� 117 r 10 ELEVATION BREEZEWAY 510E LEFT 51DE ELEVATION 'CERT cti' �i r 2015 IRC-R3122.1 C Cti � M I�HT 51 DE ` _ IN DH911N6 UNITS,WIfn'TIE TOP OF THE SILL OF AN �� m 3A77-III 3 b - I-0c� OPERABLE WINDOW OPENINI615 LOCATED LE56 THAN 24 Q t n < n ABOVE THE FINISHED FLOOR AND 6REATER THAN T2'ABOVE � �� Z � UNIT 7 8 EXTTHERIORFINISHED GRADE OR OTHER SURFACOPERABLE BELOW ON THE W UNIT 7 8 001 EXTERIOR OF THE B F THEA,THE OPERABLE WINDOW SHALL _ GOIT'LY MUTE ONE OF THE FOLLOMUN6, 'OPENINGS THAT WILL NOTT ALLOW A 4 INCH DIAMETER SPHERE a �3 n TO PASS iHROII THE OPiENI%IN ITS LAR6BT OPENED MODEL A (LAUREL) MODEL A LAUREL FALL DOW O ilNI CONIERM D COMPLY WITH ASTM F N.2Oqo TO( ) PoALL P ME WINDOW OPENING GoktrR.oL DEVICE AFTER OPERATION TO i2LLFA�E THE CONTROL DE'02 ALLOWING TIE WINDOW TO ........................................... FUJ_Y OPEN,SHALL NOT R EII THE NET CLEAR oPENING J B NUMBER AREA OF THE WINDOW II r TO LESS THAN 5.1 SWARE FEET. .. 2016023 DUET CLUSTER = SHEET NUMBER UNITS 77 & 7 8 ELEVATIONS Z 'LAI IFn o ` COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H Z t W r'�•"4 E U N A B O =3 u) A-b A-b U • U ' N -F-" N} () IE .2 Z _ B A 1 z iiiIim i n� m A-6 A-b ALI 0 CD 4 Q W @ M 52'2' u') OD t( ) I.i. c 54'-.2- o �I� c� 9'-b' W'-10' 14'-8' 13'-2' V UNE OF REAR GHQ WALL 0 UNIT T1 UNE 0 REAR GWIffK TYPICAL PORCH 5LA13 a 52'-2" 2'-0' WALL 0 LINT 71 5'-2' 4'4'MA. 5'4' •W PL.SLAB MIN.3500 PSI GONG) 6 1'-0' •R6IFOIM WITH 6x6,10/10 WWM. FDI I'-0' P_y TMP t FILL TO q5%DE51TY d J\ 'A 6-2' 14 8" 14'-Io* 4'WIDE JOIST 2 TYPICAL PORCH SLAB 5'-4' 4'-4"MA. 5'-2' SEAT.TA.SEAT b •4'PL.SLAB MIN.3500 PSI GONG) 4 FDI I `� Y Q Hl'V=(-�'- ' FDI Q z FDI IzBIFORlED WITH 6x6,10/10 WWIM '-0' 1._2• ��, 13'-8' ^ b' ' v T'-0' b' l'-0'"' 6' b" 12'-0• O •TMP t FILL TO q5%DENSITY Q - - - - `, *vOw = - U OWINDOW '-O - - ` ` -�" fit:_ = __�- IND � 4'WIDE.101ST � -• � b � :�: � ...-- -�. __ HD 2 SEAT.TA.SEAT I r----� 4 FDI ELEV=(-)P-4. 4 F FDI -, - - F 2X10 P.T. 0 2x12 FLOOR JOISTS W T Y -0' b' T-0' v 6' b' ^ 13'-8" u, - p o 0 16'OL. II z E5RE55 i€T 2 4 _ - - J I'-0' �; 1 BFB YAF FDI I..._.. ........ ...._.I b - _ 4'WIDE JOIST SEAT. DIRECT VF3df IEATIN6 E(NI11P. NO _ Wo• O o 0 0 IV -- - - - o I f- {(� TA.SEAT HIV=()1'-I}' 25LA8 SEAT APPI_IWE GJ 6E&r,F APVI OTHE_ ., - _ I I I I I ¢ ' TYP.BEAM Poor WRAP INSTALLEDI" `UNP�TIECTED O 2x12 FLOOR J01515 o g (212X10 P.T. _ I I I I 1 I ENDS of GDR WU ALUMINIM AT 4 - coHMTIs1 E MATERIALS As Ln o IIF'OL. ;;, P-0• ' - _ — _° - o POCKET OR PROVIDE I/2'AIR -4 4 Q INDIGAT®oN TIE APPLIANCE 4 I'-0• T'-0' 8' T O' 4'WIDE JOIST SEAT. I- �-1 I J I I I I 8I FDI _ _ - AM IN THE MAMIFAGTURERS M °} i SPACE ALL SIDES I INSTALLATION INSTRUGnOF5. ` ' J DIFGT VENT HEATING EQUIP. 0 2k 10' _ o p 10' q'b" 13'-0' Ib'-8" il'4" 10' Z APPLIANCE CLEARANCE SES SEAT TA.SEAT ELEV=(-)I I} 1 - SHALL BE INSTALLED WITH THE �) ( I II J r 1 12'PL.FOUNDATION 4El GLEARANGES FROM UNPROTECTED , EYP.BEAM POCKET WRAP I I I I I I y - �T ( ! I_ - _�_ NTH DAMPROOFINB ON FD1 PROVIDE FRESH AIR 5 p MATERIALS -- _ _ �:_ � =. - I `� � 24k 12'PL.FOOTING `V WAIT TO MEGH EQUIP � EN05 OF 6OR W ALUMINUM I F- fiDF ( I I I I / I I } I J PER GORE w GATED ON THE M NOVICE LABS. A 4 AT POCKET OR PROVIDE 1/2' p 2x12 FLOOR JOISTS f; ( 2x12 FLOOR JOISTS 1�N5r1�� 4 4 4 I FDI AIR SPACE ALL 51DE5 I I�{ ° ( 1 I { I J I : I' u I{dx12 FLOOR J01 T5 I 016 OL. I I T� 10' II'4' Ib'8' 13'-0' q'b' � / L 10 012'OL. ALL EXPOSED NOT WATER _ 0 16'O I II I I I I I I (PIPRN6 rDUGTS TO BE 4 2'PL.FOUNDATION WALL r 1 I L T -_- ON 30k aEE 12'DP Pc I I ( �• 3�'DIA 51ffi.COLUMN I r - 1 INSUL'ATET)ASIPER LOCAL � 1� II ry FDI "�''°lzAr pRoFFo1oT1 — g I / I _ - I FT6 NON.) r I L 1 I I (cove I (r PROVIDE FRESH AIR ' I I I I L I f ; \ / 10' - 1 r q,-0• 14'-0' - - 15'-8' L J I I 11-40"I II i-- lo' INTAKE TO MEGH EQUIP 2x12 FLOOR JOISTS 2x12 FLOOR JOISTS I I f Q I. -- - ,I I 016.OL. I 2x1 FLOOR Jots r L J TYPICAL BASEMENT SLAB I ff"--------11 HU PIiL ALIP FD M T(pW HOT T ( e 12'OL. r l0 PL. ATION WALL fifiQq a IB OL. / i '4'PL.SLAB MIN.2500 P51 GONG) � 1, i� R5ULATED AS PER LbGALI r - 1 I I I I II I 3i'DIA STEEL COLUMN (I _ \, I / I I / DASHEIAI �IGATE5 I •D06 Mu_POLYETH91 E VAPOR '�"`� [ - BARRIER I 1 ON Sok Sok 12'DP PG I I FDI L- -1 LLL___ FL •4•GOWPAGTED 61zAva BASE Q � a PL. INC 1149 N 20 .1 L ( F I I 1 FT6 NAND L- - -'-- - __ - �= F ! \1 ^_ _ I NNFORPLY FiR/D�STONE W A ?�( r L B EVip� fl w 14'-0' 9'-0' 10' - r - . `C MAX 511E ANTE OFN- - Q 10• I I u'-Io• ( I 15'-8' I x TYPICAL BA5B4ENT SLAB - L J 1 J Q ` '- I GOrPAGT TO g51G DB51TY, Ln ( r) r 41 PL.SLAB MIN 2500 Psl GONG) I I ?< <D`� 3'-b' �^ UNFINISHED BASEMENT r 1 ( I co lV, II YI 0'PL.FOUNDATION WALL J 'D06 HL POLYETELETE VAPOR BARRIER DASHED�INE f�IGAlTS� L J � I 4'WOE J015T I I � �, � •&-O'GEIUW HT. J LAIN DAMP.FOOTI G'JN 201'x •4•COWAGTED 6RAVM BA5E ( F ST F AN15 \\ FDI SEAT.TA.SEAT I ,� •(R B)GLA5137 CELL SPRAY FOAM L _ 10'PL. N6-TA a I I: 1 J L_ BEV-(-)I'I�' I r I AINIFOfdtY GRADED STORE W A -� -- - L _ FUISH LVL 6DR_ - - WN15-FUl HT OR DRAM BLANCtT _ 1 r 1 RIFiI1L ALONG INSIDE FADE OF FNb. _ J MAX SIZE A66R66ATE OF,4- Y _. -_ r2)2> �� - - Q I CCHPAGT TO"s%DE N7Y) °j ?� %/moi' RISUIL EXP � M J � � ( ' � ! � L`' � L.- J •ALL ExPO`..�HOT WATER PIPING -o - - J 2'-0' 10 9'-0' 10'4 ° - AND/0R 4fATiNEi DUCTS TO!3E __- { I { r 1 UNFINISHED BASEMENT u, 5. 3,_b. //1c �p INSULATED AIS PER KYS.GODS. 4'WIDE J015T 2x12 FLOOR JOISTS _ 4• 4 T' P I •Az-cLDSED CEL SPRAY FOAM I SEAT.TA.SEAT P ' I (L IIF'OL. 5'li' P � J RNSIIL ALONG 8L51DE FADE OF RD. I � 1575 - KNA-4, r 1 - - -1 I ELEV=r)I'-I} 2x12 OFLooR J01 TL5 __ - I I {( } o X4 5TI1D�WITH -1- - - - WAUS Fl4J HT OR DROP®BI MKET 2X12 GDR -I _- - I I •ALL EXPOSED,HOT WNTi3z PIPING - SILL PLATES °— .6m mm I A1o/OR WAT816 DUCTS TO BE L- -J- - \ L J1 1 \ _ %B -13)BA OL5IA.ATED AS PER N.YA GORE _ N SILLS®IB' I FDI H +- 4, a 2x12 FLOOR 101575 I ' Eo - - - - - - - - - - 1 L.TYP• J (� 0 Ib•RI n _ - _ _... I 4" 5'�• 4' - ( 8'P G.FOUNDATION WALL -- L31 2V2LI F- - _ 2ICI FLOOR JOISTS Q I WITH DAMPRAOFIN6 oN TA W HEV.= 2x12 FLOOR JOISTS z v II I ( 2x4 5111D5 WI n ~l} � 016'OL. `� lo I6'x b'DP PL.FOOTING 4 O'er T- W ! r I 1 PT SILL PLA c - ! I I / \ ( ( ( FDI . UP 12R I 12'P.C.FOUNDATION 4'wDE JOIST g S/a(R-13)BA y 1p I 2 PT.FllRRIN6 STRIPS8 WALL WITH FDI I AND 51LLS 0 I6 - -' - - WITH 2'STYROFOAM LL I Q DAMPROOFING ON 4 5FA7.TA.SEAT L - J _ - _ rf 1 ( INSUL.(R=10) m N '^ ' { ®ISD 24k 12'PL. FDI �= 0 F O.G.OM _ L J L 20'-10' b" 3'- ' q' i Sb 4' q FOOTING -II'4' 10' O ry 2x12 FLOOR JOIS15 - TAl L HEV.= I / Q 0 ~ I2'PL.FOUNDATION 1 1129 O-0' 4 5'PL.FOUNDATION WALL I 4 4 I 05 COR1LER REBARS W 4'-0' I _ / 4 - 4'WOE JOIST I FEDI WITH DAMPROOFING ON .fl o - - - - - - SFAT. TD.!EAT 4 g WALL PL. 2'PT.FURRING STRIPS 5 LE65 O MIDPOINT OF P. Y 1. FDI DAMFROOFING ON I m Ibk 8'DP PL.FOOTING I FDI HD b- y' Q r ELEV=l r 24k 12'PL. SD® n PIITN 2'STYROFOAM FOUNDATION WALL 4 1'-6' ry 2cl2 FLOOR 1DI5T5 10• N'4' , "TH INSUL.(R=10) I �- 1 t� I FROM TOP t BOTTTOM. ( - 2Z T 0 Ib'OL. FOOTINS SII' 4' -0' I q" 3 8' 2` 20'-10' iSLm I I iv 2Xb FLUSH WITH TOP I - - - • I v OF FJ 6 12'OG. ( N L •4'PL.SU 3 HK PSI GONG)i r- 2x12 FLOOR JOISTS 1 -1, h -Q - o Ho i •TMP t 7�1 6 5,/@�KKK I 8• I -0" 8' 6' 8' r 6.4. b' e 16'OL. ry 2k 10' - I i15 CORNER REBARS W/ 4'-0' ( I 11NEXCAVATED TYPICAL l HD 1 - - - - - -- - 1-HDa. n SEAT LE65 0 MIDPOINT OF I I �4 P SLAB MRL 3500 P51 caNW I TYPICAL PORCH 1 A13 ui r - . b I$' I'b' o L - - I FOUNDATI P WI7�1"TOP <v F"IFORCM WITH bxb,VAO WWNM 0 f • F- M o m • 12'OG. • i 4'PL.SNOB MRL A500 P51 GONG) Q N N h N c6 _ --_..... _1 cv I I Tf 1. - ( Q I TAMP t FILL 70 g5f6 DEtK1TY I - IE`11:01 ED WITH 6x6,IOAO MM. 0 .- N (n co N r SLOPE GARAGE SLA9 DOYN 2' o_ © •TAM't FILL TO 45%DENSITY O • I <i TYPICAL PORCH SLAB b" " -0' b' b' " b' 5' TOWARDS GARAGE DOOR 8' UNEXCAVATED TYPICAL •4'PLSLAB MRL 3500 PSI GONG) 1OW-ORCID WITH 6x6,1011)WWM. ' j I,6, 1,�, 6ARA65E 5LA5 • G ( I G p b 7AWP t FILL TO q5%DENSITY I6 4'PL.SLAB MIN.3500 PSI GONG) REINPOIRCEI)WTH 6xb,IOAO KKK b I TOP OF WALL - r I •TMP t RLL TO q5%DELSITY I N=-I'-2' I __ , •SLOPE 6ARA6E SLAB DOWN 2• TOWARDS 6ARA6E DOOR FDI I I 6 o G i TOP OF WALL I G 3 3 FDi A-b I DPI=_1-2" I A-6 4 FDI FDI 4 z z z z z z 0 0 0 0 0 0 b'-0'MA. 1'-10' 6-0'M.O. 2-2' 2'2' 4'-6' b' 4'-6" 2'2' In In zo �5 r W w W W W W 3 3 22'-2' 1, 5'-0' 14'-0' 13'-0' FDI FDI LINE OF FRONT GARAGE WALL a UNIT 18 cO ENERGY o N 1.ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND AL 2'2 2'-2 SECTIONS OF ENERGY CODE AS ' 4'$` 4'-b' " 2'-2' b'-0'MA. I'-10` b'-0'MA. 2'-2' ,2. Ln APPLY M ENERGY CODE ARE BEING FO OWED 0 N 2.ALL CON WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE THE AUTHORITY WAVING JURISDICTION SWILL BE 13'0, 14'-0" 5'-0' 22'-2' PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM M EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE A 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A B WALT.IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY 542^ 12'-0'BREF7EWAY Ab A$ Z WITH IRC N1101.14. 4.ATTIC OR CRAWL SPACE ACCESS SWILL BE WEATHERSTRIPPED AND INSULATED M LEVEL 0- C-) EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 120'-4"OVERALL } 5.INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE O m INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHEREW 0L1 REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL B A COMPONENTS AND VERITY COMPLIANCE A b A fi AI.I Q O = Q 6 TESTING-BUILDING OR DWELLING UNIT SWILL BE TESTED AND VERIFIED HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A,5,6A TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. U 7.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM � 4 OF R-8 AT 3'OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3'IN LLJDIAMETER 6A.DUCTS „ NG_DUCTS,NR HANDLERS FILTER FIL, BOXES SHALL BE UNIT 78 1771 UNIT 77 0 Q 8.DUCTS TESTING-DUCTS SHALL BE PRESSURE TESTED M DETERMINE AIR LEAKAGE BY �-� AN APPROVED THIRD PARTY. MODEL A (LAUREL) MODEL A (LAUREL) w 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. L) 10JAECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105F DEGREES OR H <55F DEGREES SKI.BE INSULATED H- O C j WITH R-3 MINIMUM. Z m ,,. ITR R-3CAL MINIMUM. VENTILATION SINAL MEET THE REQUIREMENTS OF THE�GAMG FOUNDATION PLAN FOUNDATION PLAN z 12.EQUPMENT SIZING-PER ACOA MANUAL S,BASED ON LOAD CALCULATED PER ACG 3/16"=1'-0" 3116"=1'-0" 0 of C MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. 131JgM-A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. - , 14AL HVAC,T4DMRNG AND ELECTRICAL SYSTEMS SHALL MEET THE RRC CHAPTER 11 U U ti b 7- DOW EFFICIENCY,INTERNATIONAL MECHANICAL CODE,AND INTERNATIONAL ENERGY A " y� m CONSERVATION CODE R SEAL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR M SUBMIT IN DETAIL THE DESIGN,CALCULATIONS.DRAWINGS,WRIf1EN STATEMENTS OF Q r � 1 n: THE MECHANICAL,AIR CONDITIONING,VENTILATION.HEATING SYSTEMS(NEW,EXISTING OR * " * �, h Fn UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REWIRED BY THE OWNER OR W Z BUILDING DEPARTMENT. 15.ADDNIONS,ALTERATIONS OR RENOVATIONS:SHALL COMPLY WITH ECC 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITHU THIS CODE. ' 3 C 161JIHMUM ONE PROGRAMMABLE THERMOSTAT SHUT BE PROVIDED FOR EACH L O SEPARATE HEATING AND COOLING SYSTEM IN ACCOM44CE WITH SEC X)N N1103 ❑ QF IV E W CONTROL SYSTEMS. 17ALL EXTERIOR WALL BOOR/CEIUNG JOISTS SHALL BE AIR SFAIID AND INSULATED IN J. r U M B E R ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK M THE TOPtf AND BOTTOM PLATE IMMEDIATELY PRIOR M INSTALLING INTERIOR GYPSUM WAIL BOARD. w 2016023 AB DENOTES: WAC EMFME'r I�MANJAL�To BE PROYM BY�'R'� 6ENEiZ°J-GONTRAGTORS AND SUBGONTRAGTORS TO REVIEW Q – HD= HOLD DOWN THESE GON5TRUCTION DOGUMENT5 UPON RECEIPT FROM DUET CLUSTER = SHEET NUMBER 'DIA ANCHOR BOLT USED AS HOLD DOWN Hom-� oypylTm SIQL. MULTIPLE LVL GIRDER GONNEGTIONS: ARCHITECT AND REPORT ANY AND ALL DISCREPANGIES W SEE DETAIL•D/2I•SHEET D-I a Gol+LY W MANIAL v FOR ALL MULTIPLE LVL GIRDER5,LAG 13OLT HD DENOTE5: •MET SIZING SIM Ma W1ER HE&T t COOLM EM17PM NM SHALL WT Fxr�LWAToa „ n , INCLUDING ANY DIM3610NAL CONFLIGT5,IMMEDIATELY TO • UNIT 77 78 MMM IV PV 144M b.�„yWZ /7E 51Iµ,_W c,��.p �CM tssw. A&, WLTS 0 TOGETHER W/1/2 BOLT5® 2-0 O.G.,2 MIN, ARCHITECT FOR CORRECTIVE MEA%IRE5 PRIOR TO FOUNDATION PLAN. 51W5ON Fou HOLD DOWNS W 04) 'WS SCREM 6ARA6E 5IMP50N FROM TOP BOTTOM, MIN. 4" FROM ENDS GONSTRUGTION.DO NOT SCALE DRAWIN65.DIMENSIONS SHALL W SEE DETAIL'W'/SHEET DI MAN11V.'J'HVAC LOAD GMf,IAA710N5 PROVd7ED BY HERS RATER. STRONG WAI1.5 BE CALCULATED AND NEVER 56ALED UNLESS OTHERWISE NOTED. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED E- Z w E A B 0 Ali A-6 NJ 0 � y _ Z _ B q I 2 52 2' o � O � .c AI.I v m � � 51-0' 4'-6' l-4. l-4. b'�' b'6• +-' N >- u�� z _ 2'-0" Z V 13'-0" IS'-0" b' Q W M 10'SQUARE H1346 PERMA CAST U L x� 'Lo' 9' o C) rn 't GOL"#46382 W/5QUARE bxb P T POST WITH 51N1'SON 1,- `0 00M b.-b. b'-b' l'-4' T-4" 4'-6' S'-0' FLAT GAP t BASE(OR EQUAL BG523/b P05T GAP ANCHOR t u U ❑ - CORNER COLUMN TO BE 5IW50N A )bb P05T BASE ff,n� LINE OF REAR PORCH O UNIT 77 LINE OF REAR PORCH 0 UNIT Ti (2)3016 ITR (3)3016 PROVIDED W/SPLIT KIT (TYP-ALL COIJIMN5) (3) b 1R V 2 cfl Il'-0'PORCH WIDTH 10'5wARE HB46 PSM CAST (2) 0- 6x6 P.T.P05T WITH 51MP50N GOL.L�4F'l#46362 W/SQUARE ) (3) °H 0) DH BG523/b POST GAP ANChIOR E FLAT GAP t BASE(OR EQUAL) - - - - NOR ABUbb POST BASE-CORNER GOI.Ut�Rd TO BE - _ _ _ ALL COLUMiIS)PROVIDED W SPLIT KIT - -- -- - - I� Q 12 4 (3) Ib TR IT-0"PORGH WIDTH 0)3016 TR (2)3016 TR T KN 12 la "' I DA. (3)2XB P.T.GIRDER SET 51 DI la 4 FLUSH W 2x12 CARDERS 51DM DI '" I)I DI 1 , `T II'-0'SOFFIT 4 - r I- pl 0) DH (3) °H (� °H w D1 " COVERED PORCH rL_- HD 12 w ) 61RDBt SEAT _ - - o W 2x12 CARDERS 0 51 - - '0 Y I � /L-- - J� - I o 0 a'-b'I•D HT � SY.k 14'LVL HDR I � DI 4o- DIM 5H � �, r - - Ir - - -� e o °j 0'5L.-G080 FW6-18'%. 4 V 4 19 _ I I Q II'-0'SOFFIT I la 12 Iq = I H+D L - (`r- OJ - 5Y4'x 14'LVL HDR Q v D 2k8'G.J.0 ib'O.G. pi l �I r- @� v 4 I DI- - - - DI 4 8 - - - - - - �v 6 l'�i" l'6' 6" @ COVERED PORCH .� I w (2)2k�2'FLUSH 61Rnaz I_ -T HIP � J ,� �* (3)2X8 � - 2'x12'SB.0 I6'O.G. II'-0'CEILING � I I (212816 TR (n H - - a I r �r �r DI _ _ 2'-0• j. - - - - - - DININ6 Ilkr - -i-� I 9 5! II a W-b'HD HT OZ �- J a IO b TR 9 �- �� - - - -] FIDN m I ©1 0 ® 2 1r-O'CEILN67 / I L - J la (3)2X12 FLUSH GDR L J (212$50 DH U �+ Go SYk 14'LVL HJR 0 a'-b' HT o „ 4 18'SL.6080 FW6-18'SL. a� r - - r - - 1 EF - - - 2k8'G J 0 16'O c. b• ° v 4 _SYk 14'LVL HDR ° L� - o-L - J = L � ' f I l'6' l'�i" + (�2016 TR �v o " SY;x 14'LVL 61RDET2 (4)2x6 I 1 (2)2k12_H"CARDER 9 NO HTI �I = I I I P05T 0 ENDS o ' ^ I II'-0'CEILING 2'X12'SB a Ib'O.G. - - - - -I (306 0 pFl - q'O' b• I 13'-8' I 4" 2b' 13'-8' 12'-0" b" LL 1 J J e a lly H'Rr I I DINING - - -� 2-0' 2'-0. 0 r0� ) L 1ll I r LIVING AREA J Q � - -_- - - m II' ILINS 12-0'STEP CEILNC n fU)2M PHL 2x12 FwsH GDR L - J u'o'CEILINGS ff® L_ M TER it I Q MASTER BEDROOM I N I (I Z �) m I I - - - - I I Q (2)2016 TR BA OOM .,� I t I o iE F CONTINb115 I 3'-0' 3'�i" 2'-0' 6' ❑ �J C) o�r (4)2x6 5Y4 x 14•LVL CARDER fl 'o �+ ,2-0' 13'-8' 2'-0' 4" II 13'-8' II a'-0' 16. I 6LP N M ON 1B TO VIDE CEILING POST o ENDSp PROVIDE 1 - 1 6' (�1 � � THORN / I I (3)2k b' J ) ' C.ONTNM FULL HT 5TUD5 AULTED II'-0' cnl LIVING AREA m 1 12'-0'STEP CELIN& I m-0' lu OR �' I I I I o EA SIDE OF ALL DOORS ILIN6 GEILIN6 cv DI 'X p 25x10'H161i G.J.0 Ib'O.G. E WIDOW OPBNIN65 1 it 1 MASTER BEDROOM•4 I A5 R 'PRE-FABn I I r 2'x 6'EXT.WARS r BA OOM Zvi b' a'-0' 3'3' 3'-0• To BE FRArm CONTIHUAIS I I 1 I FIREPLACE NOM FOR EXTERIOR 14611 fmK i To UPPER CEILING 1 1 TEMP 6L PAH 1 ®5D I TEMP 6L DR5 I I I L_ r 9016 TR 4 b' :. 2. b'-10' '0 4' N PROVIDE(3)n b 1 4' L- _02!07'F1 f�6DEl� - I 0 41-6 ID HT Ir-0o' vx CONnMM Ful HT STWS - PLA I . 4 I. I 3042 DH I IN m f RAISED HEARTH �+ CEILING 1 GEIL a FA 51DE OF ALL DOORS I I k `Q I I I in N r I I N E NFDOW OPBIN65 2YiO'H16H f-.1 a Ib'O.C. VAULTED CEILNB I 6k8'G o 16'O.G. I J O R PREFAB FIREPLACE I I a GREAT ROOM '� 6' 2x12 FLOOR JOISTS ( I II'-0'GBLI 4 30Ab TR r -1 L._J 1 11?P 6L DRs 1 1 4" b'-10' 2' Q 0 16'OG. I$ P KITG I �' �4 W 0 9'�i'NO,Hi - -(112�c1o'tH ur+t AuzOFR -I 4 4 2'-0' b" 6'�i' 4" 2'4' 4 12'-4' b' 1 , I 111N. .: vl 3042 DH 1 1 2k8 G J Ib O G I I RAIv HEARTH Q - "' P (4)2'b' I'X IlkLVL 9'-0'CEILING ® m L_ oN 1 I VAIA TED CEILING m ry - - d �F4 P05T „ f31 G � G� PST 4 DN 14R I o 4 II' 'CEILING I:` GREAT ROOM 2x12 FLooR J015T5 `* a 5I"De ON 16-TIE OVER 5TAI ❑ 4 u' o Ib'O.G. `Fs o� 17i O ITGHEN I Q ro > I ' GAM FLUSH " g b• 1 12'-4' '^ I 15'-4" a 3'-8" 10'-4• v 4' 2'4' 4' �)b'-b' b" 2'-0" r D 9-0 Ns { ,. OPT. DININ6 AREA a'-0+• lu _ MUD OOM a'-0'cE1LN6 (3)1j x Q LVL �+ 2016 TR p o u+ ® a'-0'CEILING GL. MDT# o v I 5D (4)2x (3)it X Q,LvL (POST LINE OF ICL k� NOTE Y'•' P405T 0 E05 r �DH Hi 8 14R - POST - - F9J15H CAM `� 2x12 JO lb-O.G. P C ) --Q I OVER STAIR FLOOR q I 4)2x6 3�" 4' ea I- J v OPT.DININ6 AREA f3)Ij x IIS LVL 'L� 1N6 D T st ry I H� I Por - - 2k8'ca o 16'OC. 2016 O 9b'CEILING MUD OM - -0' LIN& 1 5 TIE fl Ntt ,LIP IR . 1 ~ e 41-61 No HT r -1 NOTE 5': AV• WI L LIFE OF #MAGA 4" 8'-8' 1 6' b'6 4 5'6' 6" p ■ ,� SECOND = II'-0O'CEILING 2050 DH (4)2'X4 2x12 IST5 I6'OG 1 FLOOR c4� DI (4)2'X61 (4)2x6 2868 IMSUL DR- 11 LINE OF DEN L_ J a P05T 0 ENDS in 4' 3'4' b ABOVE POST F05T 45 MN FIRE 5ECOWFla o Q P P 2'X81 G J 0 Ib'OG. a, (4FF P'0JT ZD 11 I I GL TED DEVICE I AeW SELFro 128 1 FOYER 4 "- "-' `� Z - - - 4" 5'-5' I l0'-8' 1 5'-5' b' 3'-8' l'b' 13'-10' 4' x 12'-0'BEARIb' W 5'N-b6' 4, a 61-6• 6' I 8'-8' 0 4� - - I Y UP II'-0'GEILN6 = I LIRE OF II 8 IN1511L OR- (4)2x6 I DI 4' I I 21'6• 6' v 5080 2016 TR U p 'Q DEN I 4 p SECOND 45 MIN FIRE P05T (4)2'X61 Q Y 4 5 II V8'L L O FM OPT', I r a`��"�� o FOYER G/2A I RATED DEVICE I P05T ° (4'F. ) fl I I b"R 2ABOVE o 0 19 A4 1-1-- 2050 DH p 6" Q'-0' 4' 13'-10' DI 1. 3'-8" b' S'-5' II 10 8' 1 5'-5' 4" 11 + II 1 I l- Y I DI 4 N = (3)2'X10'GDR 201618 � 50 VPFINN OPT. v 3R 4, - - � - �1 o C3)13/4'X18'LVL FLUSH 1� - SEAT 1 I 1 HD HD e a'�•ND Hr r I 5 'X N ue - 2x6 o I e - - I COVERED PORCH " - N�r- -1 2050 DH ;$) 6 R-21 I 1 (5)2x4 (5)2x4 I - tl TWO GAR GARAGE I I ( 4 I )2 4 4 A4 19 O p BAITS POST 0 ENDS 10 H546 JP05T 0 ENDS I •4•P O.5LAB(MN 3500 P51 -j I ' I 1 - _ L J ()2x6 _ 19 L I I 11 GAS 2 W I COW REIW-MZED NTN 6x6, I@ 4" 2'-9' 14'-0' u, ,�1 I POST 0 ENDS 4 _ f 5011 T GAP BASE(OR 2x6 r I r 2x6 GJ r - (3)2'x10'GDR _ l N I I - - - I I (3)13/4'X18'LVL FLUSH 1 i� - EM - TO o Ib'O . I I 10/10KM. 6ARA6E SLAB DOWN I o b 2030 DH ��// �I �B / SEAT o I I - - o BE 1V KIT I ^1I 2''TOWARDS GARAGE DOOR I CAST COUM"W2 IN I A 0 7'b'HD Hi -t3)2X6 P.T.*5ET TOP - o P I �' +'TYPE'X'GYP BD ON m (�>�) O'SQUARE H$t Ri2t4A 4 4 1 GO D PORCH ' - I (5)2x4 �1 GARAGE w e /v cm IN 1 3080 INSUL DR MU EQUAU cou1MN TO w N N N () r I S+I1 TWO GAR 6ARA6E a y' Aa I I +1•TYPE 7P GYP CON IN. I SQUARE FLAT G E BASE(OR p Q co o M I L_ - J I I in `� 4• 1 +4'PL.SLAB"K 3500 PSI I1 POST 0 EDr OF uVw SPADE COMMON P05T 0 ENDS , 14'-0• I I 21sT' 2x6 I L�1 RERFOW"NTH 6x6,HXM. I I Q I( WALL5 TO 6ARASE 1 (2)16'51 I6HT5 13E PROVIDED W IT KIT .= N c) co N 1 1 (3)2X8 PT CARDER SET TOP 1 2030°H b e �`1HD HT , +SLOPE 6ARA SE SLAB DONd I6'OL. `-* G 1 I G bxb P.T.P05T WITH 51MP50N O.5G111Ad2E is PEd1A - RJ1511 W 12_61RDER5 0 51 _ e r(1 ) m 1 2'TaVQDS 6ARA6E DOOR I I m _ A-b I ,I p A-6 BC523/6 P05T GAP ANCHOR E (3)2610 TR CAST #463152 W - - - SSPE x 6rP ON I 1 8070 off DRI DI o 511-61 2-E p SQUARE FIA GAP t BASE(OR - - - - - - - - - - I 6ASRA6E NVLLL.5/CEILING ( 0 OH oR - 51MPFrOA L Ca P05T b) BASE SWAB- COL" (O 3080 EXT I DR W/ '}'TYPE•x'GYP ED ON ntr I I I I e - - ALL GOLUM5) (3) DH SPACE clom" BE PROM W SPLIT KIT (2)18' DELIGHTS I I IAA LS�TO aARAeE G I I G Dl21 CONIINOUS )13/4 14'I_VL NOR D/21 5'-0' 6x6 PT.POST WITH 5IHPSON q b I I 11 A-6 4 DI LINE OF FRONT Q (3)2&10 TR BC�i23/b P05T GAP ANCHOR 1 19 I v D1 GARAGE WALL HD HT SINP50N ABWb POST BASE 1 8oT0 ON DR �0 18070 OH 2'Z" 8'-0'R 0). I'-10' 8'-0'RO. 2'-2' S'-0' l'-0' l'-0' I'6' 10'-0' I'6" 0 UNIT 78 N3) DH (1YP-ALL COL.IMWS) I I 19 z z z z z z 0 0 0 0 0 0 r 1' Dl21 CONiTN1011r )13/4 14'LVL NOR D/2 DI 22'-2" la'-0' 13'-0' �j j > j j j 5' ' S DI DESIGN N®v Ua►. 56 DI I.-b. 10'-0' I'6' T'-0' l'-0' S'-0' 2'-2' 8'-0'R0. I'-10' 6-o"R.O. 2'2' 54'-2. j'�AL1,RA'II'I"dG- 1 1-I1�. `O 19 13'-0" la'-0' o I HOUR RATED EXTERIOR A B RATING_ Ii�II�1. © BEAR:ING WALL 1 Ali A b s4'2• A55EIMBLY- 5EE DETAIL: e B A . 12-0 BREZB^IAY :........,_......,.: ..._ _., ... ..w.-^..-- .. . . ... X^ F- � "Y J�'`4��'r tt f�/1�� W .. UNIT 78 ALI UNIT 77 1 1f FIF2E s.QE ° HORIZONTAL SECTION o = Q MODEL A (LAUREL) MODEL A (LAUREL) Z o FIRST FLOOR PLAN FIRST FLOOR PLAN I. TER 511!175-NOM 2 BY 4 IN SPACED Ib IN Or.WITH TWO 2 TE 4 IN TOP AND ONE 2 N 4 IN BOTTOM PLATES.5A)A w 71w LATERALLY-BRACED BY WOOD 51FI1G1URAL PANEL SFEATH:N6(ITEM 5).NtTITI MINERAL AND flBBt BOARDS•(IiE•I 5N ARE CONSIDERED AS BRAGNG FOR THE STUDS,THE LOAD 15 RESTRICTED TO 16%OF ALLOWABILP AXIAL LOAD.WALLS EFFECTIVELY FIRE 3/16"='T-O" 3/16"=1'-0" L I VI N6 AREA= I q STOPPED 6Y i TBo V ANY aA%51FIED 5/8 IN THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO STUD5 AN7 BFARM6 PLATES 7 BOTTOM OF WALL ❑ r^ LIVING AREA= 1,62q 50. FT. ,62 150. FT. IN.Or,NTH 6D CEMENT-COATED NAILS,I-1/6 IN IANC WITH V4 IN.D1AM HEAD. 6ARA6E AREA= 442 50. FT. GARAGE AREA= 442 50. FT. a JOMTS NO NMLFFAOS-(NOF SHOWN)-WALLBOARD JONES COVERED WITH TAPE AND JOINT GOMPCNIND.NAIL HEADS COVERED _ COVERED PORCH AREA= 281 50. FT. COVERED PORCH AREA= 2&150. FT. 4 e d�X15•-MINERAL FIBER OR 6LA5519MZ NSIA.ATiON,35/6 IN.THICK,ME5E�M FAT To FILL WALL CAVITIES t 1w-'I CD BETWEEN STW5 AAD PLATES MINERAL FIBER INSULATION TO BE UNFAGED AND TO HAVE A INN DENSITY OF 3 FGF.6LA`f FOR F- IWRILA110N TO BE FACED WITH A "RH FOIL OR KRAFT PAPER AND TO HAVE A MIN VEN54TY OF O.a PGF(MIN R-13 THSO4AL Z m INSULATION RATING). z iii 5.WDOD 51IRUG1UtN PAWL S E&THRN6-MIN 7/16 IN THICK,4 FT WOE WOOD STRUCTURAL PANELS,MIN 6RADE'YTD"OR'S EATHIN6'. INSTALLED NTH LON6 DIN8N510N OF SHEET(STREN6TH AXIS)OR FACE GRAIN OF PLYWOOD PARALLEL WITH OR PERPENDICULAR TO Z Q 5TW5.VERTICAL JOINi5 CENTERED ON 5Ti.V5.HORIZONTAL JOINTS BACKED WITH NOM 2 BAY 4 N.WOOD BLOGKIN6.ATTACHED TO () o U) STIRS ON EXTERIOR SIDE OF WALL NTH bD CEMENT COATED BOX NAILS SPACED b IN.OG AT PERIMETER OF PANELS AND 12 IN.OG - Aim INTERIOR 5TUD5. (/7 .. .. ........... ......... 6.BC WOR FAC44%-INSTALLED N ACCORDANCE WITH iTE MAN LIFAGT11REt5 INSTALLATnON UNSTF#1GTiON5.ONE OF THE FOLLOWIN& w C, 1 v'9� EXTERIOR FACIN65 A5 TO BE APPLIED OVER THE SHEATH IN6. (� ()BE C G.WOOD STRUCTURAL PANEL OR LAP 51DN6-APA RATED STOWS,EXTi3RIOR,PLYWOOD,00 OR COMPOSITE PANELS NTH VENEER FACES AND STRUGTi1 &WOOD CORE,PER PS I OR APA STANDARD PRP-O8,INCA N6 TEXTURE),R.O!"SANK,MIEDWM VENSITY 2015 IRC,-83122.1 Y BRUSHf37,6ROOVFD AND LAP SIDING. Q f < IN DNEL.LIN6 UNITS,H43 E THE TOP OF THE SILL OF AN OpMABLE WINDOW OPENIN515 S m LOCATED LE55 THAN 24'ABOVE THE FINISHED FLOOR AND 6REATER THAN 12•ABOVE THE NOTE: WOOD 5PEGIFIED IN UL RATED DESIGN5 ARE MINIMUM SIZES.LARGER DIMENSIONAL w FINISHED 6RADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL GOMR.Y WITH ONE OF THE FOLLONN6: STUDO GAN BE SUB�JTiTUTED. V o PEN6�THAT 5 TT WILL NOT H TINC VIAN€TER SPHERE TO PA55 THROU6H THE MULTIPLE LVL CARDER GONNEGTIONS: NO,Ti ti•: •FML PREVBNiiAR ESTVIEMO S THAT GOM'LY WITH ASTM F 2090 NOTE: UL#356 IS IN GOMPLIANGE WITH FIRE�2E515T1YE RATIIN6S-AN51/UL 63 AS PER-11R302 a '3 O FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT •AHl DRYERS TO BE VENTED am WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL IV E W ONE HOUR RATED EXTERIOR I , T06ETHER W/ I/2" BOLT5 ® 2'-O" OL,2" MIN, ,U To PER GQDE DEVICE�Or THE H�TO:o,�,�; � WALL RESISTIVE ASSEMBLY JOB ER FROM TOP d BOTTOM, d MIN. 4' FROM ENDS PAROVl1787 WITH DRAM PANS NTS. A- 3- '� 2015 IEGG 5EGTION R 403.3: 2015 IRC-624276(5036) 2 16023 6ENERAL GONTRAGTOR5 AND SUBCONTRACTORS TO VENTING SYSTEM TERMINATION LOCATION: (n NOTE: E F ,EXHAU T FAN -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R$ 2015 IEGG 5EGTION R 402.4.12: SHEET NUMBER TE .5': 50 CFM I ,�OR REVIEW THESE CT AND UGTION DOCUMENTS UPON RECEIPT AND DINS OUTSIDE THE THERMAL.ENVELOP SHOULD BE MIN.R-6. AN APPROVED�5 RATER TO OF�SPE of A DIRECT O RENS APPLIANCE LNTHOC TE AT DUET CLUSTER a PROVIDE SPRAY NOS; HD= HOLD DOWNFROM ARGHITEGT AND REPORT ANY AND All OF IOp00 BTV PER NIOUR(3KNV OR LESS 5HUw.BE LOCATED AT!.FAST = FOAM INSULATION IN 5TAIR MANUFACTURER TO DE516N 5TAIR5 TO ® 20 CFM CONnNOUS -5EALIN6 15 MANDATORY FOR MT5,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT 6•FROM ANY AIR OPENIN&INTO A BIALDIN6,AND%4H AN APFLIAWE WITH (L ALL WINDOWS 5HALL BE DISGREPANGIES INGLUDIN6 ANY DIMENSIONAL CONFLICTS, UNITS 7 7 & 7 8 GARAGE CEILING® MEET ALL APPLICABLE GORES AND TO -JOINTS SEAMS,AND GONNEGT10N5 SHALL COMPLY WITH SECTION M-1601.4 LEAKAGE AND COMBUSTION SAFETY �11�avf3z bAOO�PA3z HOUR�NOT avLTz��P� ANDERSEN 200 5ERIE5 IMMEDIATELY TO ARGHITEGT FOR GORREGTIVE NOR SHALL BE INSTALLED WITH A a INCH VENT TERMINATION CLEARANCE, Z LOCATION OF REPORT ANA'"- "'ANGLES AND GONFLIGTS Got OF THE HAL IRC. TEPORT AND PROVIDE A WRITTEN FIRST FLOOR PLAN TO THE ARCHITECT PRIOR TO 5TAIR FABRIGATION. O ® CARBON MolOxl PR�5 PRIOR TO GONSTRUGTION.DO NOT SCALE _PXTS c�FIALI BE PRE5511RED TESTED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RESULTS AT A APPLIANCE WITH T NRJf TION CLEARANCE BTU PER OTT SHALL HAVE CO DETECTOR DRAWINGS.DIMEN510N5 SHALL BE CALCULATED AND AT LEAST A 12 INCH VENT TERMINATION GLEARANGE.THE BOTTOM OF THE � BEDROOM ABOVE NEVER 5GALED UNLESS OTHERN15E NOTED. M164-IN TEST AND A WRITTEN REPORT OF THE RE5ULT5 SHALL BE 5I6NED VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' w �p 5NNOI f DETECTOR BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. ABOVE 6RADE. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- H Z W E U O 0f1 N Z EL = ^^'' O L f6 u L A B U >cv rn A-0 Ali +� 0 N Cn (n� Z - Z 0 W'S O i x c) C B A A-b A-b AI.I U o v @ ❑ u c) �' co U co M funs V a � � ALIGNFA5GIA5 - - - - - - - -- - - - - - - II'o'PLHr it - II f— 4� z II I O ALIGN FASCIAS 1 HOUR RATED EXTERIOR (_ III-01 PL Hr BEARING WALL I U ASSEMBLY-SEE DETAIL: I NIL__I O OH. ILL Ln rflI! I ( _ ( I I III I— 1 i I i I i I ! I- I q l i1 I I � - - - - - - - - -1 I [- � _ �� -�o�-� ,_ �� o� 'j �V, ,;� O Cn it I I I _ 1 1 I I I I .,.� � � L _ - - - - - - - I I I {� I iI I ! I FF— _ � O CH. �4 - - -- - - - - - - I I �- , I I I I - III II I ° i I ► ' _ ' I I I r--� I I I I I I I I I�o f ° I ► \( 2xb ourRIGGERs a Ib•oc� - - - � - - - 4 I I I-II �I I I I I I I I I I \ II i t \\ J // I �' I I I� -li 1 '�IL TRIM Ix8 I F� -I L - - - - - - - -� I I I I I I��-1 2xb NAILER ., � I I i I 41-01 Pl- Z3 i vetrED SOFFIT w w L I / I IJ �rT ; I — — - \ I — I / ry® I / I_I_ I I--)I I b•AZEK TRIM BOARD U) -�I�I ( ( I \ I ' - - - - - - - - � / ( I � — -- - -- - - --� - - "- -- -- - - -- - - - - I ( I I AIRSPACE b'O.H. CD II ®.11 ( I I \ I 3 \\ I / 9'-0'PL HT / I I / ( I 4' 14'-0' v / I I I I i 2x10 ROOF RAFT6t5 0(b'OL. L T W-01 ce"N9 DN ISR F- � -- _ -- 64 I 1 - / _ ( 14 C - - - 5'-II' 4' 3b•HIGH / \ ��Illll - ` / - - - - - - -- - --- -- -- -- -- - - - --{-� I I 31' ST" 41' RAILING I • [V �W I I I \ 14'-0' 4" II \ I \ - - - - - - - - - - - - - - - i- - - I cq v ISR 9'-0'CEILING gS i J ( \\ I 4 / o I Q 3'a" // !I I mill I GOVT.25c4'BLOCKING j I - 36'1-116H OFT I j f �� L RAILING 5--11- 4'-I' 4' \ 5'-7" b\ 3'-I' b"I \ o / III ~ b' ` / 5c4'OUIRI66ER5 0 Ib' Q f••i� ° I - - - - - - - - - / O. 4' 4'-b' ` III I 2 ry _ _ _ __ l \ 'v"� ( �— —° 5 OG:FRAMED SOFFIT \ — — — — — — — — — / \ I I —I HG cei ® \ — — — k _ I DE m BLOCK#DTLBbxbxb � I U . Z III \\ 3 a• I / '' NB\ a I ! I f 0 \ I I— _ 1 I I BY}YPON OR EauAL 2xb elocKlNG w III / I 22•x 3o•Amc \ 4 � I I I 72 III \ 4'-b" 4' 5-0' - b' _-I _ —( _ _ _ _ _ ( I g `� ACCE%HATCH b' I r PL HT I I we K I a�lJz-air I— �. .CEI _ _ I I ( r 4 / 22•x 3onrnc I I —I _...-_...._.. I — —L _ _[[ l-_ — GABBLE 5NINI 51DW O I I I 1'-0•PL Hr b• Acca%HATCH d� } a� ra 0 o WALL III ! I �® I I I I ' I ® I ! I�'-o'PL HT I _ -_ b FN6H BLRD flASHlN6 III I I 3-b' b,-- b' I I C- - _ - - - - -I I I I ID ; -. 2x 10 P.T.L8X*R SEUM WPM — __ ___ � — _ L I __._..__ J ;k- � I I I I I b. I I I I I — J J1 --� -_ __,�__ w/In•mxb•55.LAS BOLTS R GABLE _ _L _ a = — — — - = — I— ' I I I I I gS I ——— �WJ W0.F25 STAGGERED WALL i_ 'o � .) I_ ( II I ( II T4G024 O.G.-TYP. I I I � I :o :r I �? b' 10'1' - 5-T' �_�� `Q�� _ I 12,-0' �} I I ® I I ! I (I I I I( — 2xb 6Aa.E END WALL L.- - - - I I I Q GA t GEIL _ _ ( I I SIHP N A34 CONNT>rTORS ' tw- ri o ri 17 - _ '7777�� 7 111 I I I I I I IBES ooI #2 tit := W .. :1LiL.._' r:J.L.— I ;: �, I I ..} l✓/2XIC�FLIH CARDER !] N N M 00 N I b• I I I -1� = = - _ = _ _ .._.. I { I I I I � I I I I -- - - 2x8 RR o ib oc. _ _ _ II 10-10- j b' s'-r ROOF �A / I I I a I III G '°r- `f}+L INS 1" ( II 7'�g•PL Hr I I I F-8•PL ffrl A-b n�r�ALLI RMAwIF.SPECS _ __ _ _ _ _ _ _ I ROOM#2`q Ii II j _ - _ - _ — — --'` (- I 1 I I 9 1 ( xg 1 5 MI 5ON H25A COraJECT0R5 � ` I l �L _ I , f G G , ITII PL Hr I I I -r-P PL Hr ( I i Soso — - - — 0 0 0 0 0 . ......... ... ..... ........... .. z 1St 8'FA5GIA BD O �. J o 81-01 W HT 51MPWN A35 C04MTORS � 050 pl{ (3)2x10 HDR 2k b'SOFFIT BMS 0 Ib'OG 0 8' 'HD HT 5'-7' II'-0' 3 i'-T' I I to I VOR 12'(R3B)BATTS AI.I 54-2 5'-7" TRANSOM WINDOW I DEN I w z a A-b A$ 2'xB'0 Ib'Or,FOR SEAT 4 0- GL05ED CELL 5PRAY FOAM O m GA%NENT WINDOW I ( INSULATION TO COMPLETELY I j O w FILL SEAT CAVITY B A o0O BID A35 SEAT I j O 0 ui A 6 A-6 Ik AZEK TRIM BD SIMP50N H2 SA CONNECTORS z T� U J'�P BD � 3/4'T<G OSB 9MDOR- W GLUED t SCREWED-RUN 1/Ib'o5B SHEATHING CONTINwOus BE Wn PLATES UNIT 78 UNIT 77 AT EXTERIOR o MODEL A (LAUREL) MODEL A (LAUREL) :\ Lij FIRST FLOOR LINE I I — W w SECOND FLOOR PLAN SECOND FLOOR PLAN ,r.� Z I a, < Q 3/16"=1'-0" ,..',` I o V) LIVING AREA= 310 50. FT. 3/lc�°=>' o° LIVING AREA= 370 50. FT. 2 I I :......... `� ;; >aERT ti TOTAL LIVING AREA TOTAL LIVING AREA UNFINISHED BASEMENT 19999 S FT. 19999 S FT. r u (R-13)CLOSED GEI SPRAY t Q• `?s FOAM M91 ALONG MSIDE FACE _`3 Z �' ? OF FWD.HAILS-PILL HT OR Yg DRAPED BLANKET INI AT10N SEE ROOF PLAN FOR ALL 5TRUCTURAL FRAMING INFORMATION pF cn 810 `� ❑ I IVEW�O — I HOUR RATED EXTERIOR BEARING WALL ® A55EMBLY-SEE DETAIL: 3 BAY DETAIL :.. . . ..............................: e JOB NUMBER A41 NIS. NOTE: w2016023 ENGINEERED J015T EF _EXFMTFA►L 2015 IRC- NITS,2.1 SHEET NUMBER GENERAL GONTRAGTORS AND SUBGONTRAGTORS TO ONE CARBON MONOXIDE ALARM M NEW IN DWEWN6 UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING E LOCATED LE55 THAN � ONE AND TWO-FAMILY DV�CiUM, 24'ABOVE THE EXTERIOR FLOOR AND GREATER THAN T2' WIND TW FLUSHED GRADE OR DTHER SURFACE DUET CLUSTER Q SHALL NOT BE GUT, NOTE "5": HD= HOLD DOWN so CFM INTERMITTENT OR REVIEW THESE GONSTRUGTION DOGUNtENTS UPON RECEIPT BELOW THIS EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE of THE r,10TE; MULTIPLE LVL GIRDER GONNEGTIONS: ® �cFrt��y rorr�lou.PFs AND DHaLIr1G u+iT5 IN2 NOTCHED AND HOLES STAIR MANUFACTURER TO DESIGN 5TAIR5 TO FOR ALL MULTIPLE LVL CARDERS LA6 BOLT FROM ARGHITEGT AND REPORT ANY AND ALL FOLLor�WG: GROUP R-2 BULDINff�(Cam t W BORED UNLE55 ALL HINDOW5 SHALL BE 015GREPANCIE5 INCLUDING ANY DIMENSIONAL CONFLICTSAM T WILL AI-LOW A 4 INCH DIAMETER 5PHERE TO PI THROUGH T1C OPEUN6 IN IT5 UNITS7 7 & 7 8 SECOND Z ANDERSEN 200 SERIES ►VITT ALL AP'PI IGABLE GORES AND TO TOGETHER wr I/2" BOLTS® 2'-0" O.G.,2" MIN, cot IMNEDIATLEY TO ARCHITECT FOR CORRECTIVE IIN THE NIM E ATEV1GI , FLOOR PLAN SPECIFIED BY THE REPORT ANY DISGREPENGIES AND GONFLIGTS p=TEMPERED FROM TOP d BOTTOM d MIN. 4" FROM ENDS ® CDET:CTORARBON MONOXIDE MEA5URS PRIOR TO CONSTRUCTION.DO NOT 5GALE BEDROOM5,ON THE LOWE,T FLOOR 0 FALL PREV�TffION DEVICES THAT COMPLY WITH ASTM F 2090 (� MANUFACTURER PER TO THE ARCHIITEGT PRIOR TO STAIR FABRIGATION. GLAZING ' DRAWINGS.DIMEN5ION5 SHALL BE CALCULATED AND Leva CONTAMIN5� P• -FINE HRDOW iOPBrIN6 CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING I) THE H WOW TTO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPB11N6 AREA OF THE WINDOW INT TO W CODE �,p SMOKE DETECTOR NEVER 5GALED UNLESS OTI-ERWI5E NOTED. LESS THAN 51 SawZE fm. 0 A4 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 07 F- - Z W E o U U T p0 0 Z w 'o o O ^^L O 01 (a u)g. ti U U rmw� +, a, _ D N Qom tt co N >. I co .r- U Z _ V Z 2'3 t6 U) O L- QuaM U Q o `D v U = yrs �' cc ❑ f 1 M � V�/ � of M (D �_ V . 0- 4 P4 A B A-b A-6 Z O B A I F- A-6 A-6 ALI U Z) w F- 19'-0"6ABLE WIDTH 0 Z O II'-9'PL HT U ABV 15T FLR Y� O IQ'-0"GABLE WIDTH ry'-q'P1.1{T LL Ln - _ - __ -- -�- IST fiR F- " AD.UST RIDGE H E16HT r - - - - - r_ _ �"I O II'9'PLHi ....... _ - -- 'i( Z TO Cam OVER i - - -Irk- �._ _ - _ (�) ` `C� ABV 15T RR 1ABV IPL ST HT FIREPLACE Opm 111 1 t I 2x10'RR 9 Ib or, 10 2x10'FRIO lb OG. I i I ALIGN FASCIAS Q ❑ (v) � 11 \ u'11'PL Hr a ABV IST FLR _ _ - __. -_ - .._ �- -_—--z Ir-0'PL Hr AL16N FASCIAS _P o _P� _ _ __�__ifs--� _ 1 W [ 1 - ��_� ._ - - - _ _ - - - - .- ..� ADJ15T RIDGE►f16H1 ABV IST FLR Q� - -� - - - - I I _ E � : ff _ _ _.. L ' TO CENTER OVER =._, . - _ ...,.::... 12 e::{ -. ALIGN FASCIAS i 2x10' 6 I6 OG. E �10 2x10' 9 Ib Or- I 1 FIREPLACE CHASE II'-0'PL HT r-. 'i-.-,-.'ii''.:`".. - --...-:r-.. .. "-, " :::.'" ;. -..-. :. 1E I. ] 4 ABV 1ST RJR .. ..:.:. .:. ........ ............. It ID II-0 -ZI .:.: PL HT II I1 f— _ I fl : ::�'ii ABV IST RR a I 2x1o"RR 916 oG. H� I . r -� .. .::.: ... .. .... ...........% : ..... ...... .. r _-1.6Lt I ;=-;;- -�� i �- 5� `F I ALIGN FASCIAS �E,, b ::.:'::•::'::::.....'::':i:'::'::':: i:iiii.-.'.::'.. 4i:::':::'::•:: ::::•::•::i•:::• iS::C::: Ile L. N = d ABV 1ST FLR 1 I _ 4 I I I «>::::>:::>:::- I I:,i res;:';:;';:';;:; ;:';::';:';:.;',:..... :.,.....'...::.:.:::.:.:..'.:: ., 12 ... .. W-.m m... »mm: '::.. :::. ( I :.>:':.: :. 2X12 FLUSH GDR ASPINLT ROOF 5}RN61 E5 .......... .. ..... .. ,-q ............ r�) - - - - I I ...:.:::..:..::..::.::.....:.::... . �.. ... .....--............... . r ............................................................... ..... ..................... t _ _ _..._. . ...... ... . . . ....... ...._..-__..._.i — 1 . :..:.._ I I ^^ .. i .........'::: I- F� II-0 PL Hr 1 I .. ..... ................................................ ......... - _ - ............................. ..................... ................... .................. -........................................................................... I I w ............................... ._..,- _ _. ... %'.'.'................... .-.-...... --................... ................... .. ........-::: r< III I ... ............................................................................... _.. � I I ..................................................................... ............. ................ ....:.......... .................................................................................. . . .................................... .............. .... .. w ABV Isr FLR I :. ........... I............. ............................ ............................................,.........:..::::::'::::::'::::::. _: I _ I I-0 t2 ........ .. _.. . ...................... .. . _..... .......... ........... ............. . . t-.......::':'::.........:.,...,....,........... .. .... ...: -:.."."::.::.:.-:.::::::::::::.. .:::'.-::::. -, ':: ... '.:::.: ado 9 Ib oc. :. ":::::::::,:::::::.':':::::.:::.-.....:............ ... ... ............ —�. . ............................................ ....................................::.-:::...:::.::.:.::::...:...:.:::::::' :•:::::•:::.::::.:::::.:::::.::::::::::::::.::::::::::::•:::::::::::::::::....................................... 1 �" tt.. ..... ..........................................................--.-.....................-.................. / I ( ..................� ... .................... .... . ...... .......... ... ::: ::..:..... (:. :::........:::....,...:':::.:.... ..:....::::..:::::::_:.::::.:'.::':::': I `l :'::::::"::..::::.::.::.. .11t, .::...,,.,....:::.. /` A :.,. (31)2x4 YHaDD srFATIaNs I .. ............................. ..... POST TO NIP PL .::::.::::::::::.:..:.:...... � ":: :.:.:::::....:..:....:.:::.:............. .. ........................................ ............................. - I ..f. .. :':.-:::.. ................................................. ....... ................................................. .. - I f b;>;:-:;ar......c..;;, r.....-: . .....::......... ::.:.. ::.:....., ..:::...::....:::...:.,,...,.....:_.... 4 - J .:.':'.- :.....:::....:......:....::.:' 611RDtR I ............. .................................. - ........ ................................ r ^ I".. .... ................................................. ............... . ..... ...... ... . V J .._ _ I_ _ ................. ...................................................... I I I ....... .... ....... ...... ...... I � ..N .. .. .. ....................................................... C.`7 t3)2X12 FLUSH GDR ................. ...... ................................ I . ........................................... :.:::::..:.:: I € 6�ROOf•M6 FELT P /x, - - - - ................. ,............................................... ...... ::::.::.:.::::.:::::::.'.�': ..::. .. . .. ............... .. ..............................,.... � � '1. .. _. "�"�`....................... I ::::::.::•::::::.-::::.:-....-:•:::::::.-::::::::::. ..._..._. ....,.,.,...::::.-..:. - 2x10 RR 9 Ib OG. f -. .:...... ........................... .:.:.:::::.:..::::..::::: .. ..-...................- ...., ::.. :....................- ::. /"::.:-::::-::::::::::::::::::::::,..:...:.... ...........................:•..:...:•....... I I I \ / o . : .::::.:.:._.. .,..._. � ❑ ... ......... ..... ..... ::::-:: . ..::: .. � 1 E. / ::.:.-::::.. ...-::.:.::::.:-::::::: I I I RLSTALL ICE l YNTHt 5HIHD P� I-0 y ............ .. .... ...................... ........................................ . ............ ........ ... ... .......... . . ............. .. .. ........... ...................... ....... ..... ..:: .::. .:':-:::'::;'::':''»is':::'::':t;'>:>i::::':ri>i:i.-. HAN1F/"GTlli�t5 SPECfi.TO ROOFfitAHlN9 .::::. ..M.,.::'::::.-::- ..-..:.•:::::::•::::::::::::::::::::::::: I \ ( �C/ ::::::::::::::::•::-...::•::::•:::::::-::. O I I I I T ..... ..:. ::::::::::::::..:.:::.:.:::::::::::::.'::..:.. :::...-:::.:.-:..-s.t0...... JI .:'. MAINUMPRDUIGTNAtZRANtY. 2x4 ,:. ..:: Jr ::::•::•:::•.-:::::::::::::::::::::::::::•:::::•:-:::::. .' :......:........................ ........... / 5>::'>::•: f3) U rte.. ................"..."........................ ............................... t1 ::'::::::'::':::':':;;:' . I... ......... . ............. + — GARRY DOWN FRONT OF FA5CIA T TO HIP O I I : ry r -1 MM 4'TYPIC/1 PRY - t '':F.;';'::::. s T , i ......... ...................-................... ... ..................................',-.--- ........................... . .....................I..................... ................. ....................... L. _.... _._ _ / \ -:::::-.-..%:::.-.-.%.%.--:::.:.-:::.r,.. n ;;:' .;';:';:';:';: GIRDER a I , � I I i ® ::::::::::::::.:..... :......::..... .::. ::.::::::::::::::.-:.. ::::::.-...: 1 .............. I I I i 0.40 N llMMk1 DRP t�6E ! ::..:::::.:::..:::.. %.-.",..:::.-:..':::::::::::::.-':::.':::w3 ..:::::::.:::::.::::::::.::::::::::::::...:.::.:-::::....... . , I` � _ � s :-..... :. :�A)" — T ". ..:.: ::': ':: "::::.-:.-::.-:::::.::::: '::....,;;::.-: 2x10 RR 9 I6 oG. _ - cAP __.. _._ !_ 71 F E: J rr M I ( � N I I I r ti ................... W.......... ....................... I I � - ! I F- ..,:.":.::`4:::; Kiti::>:'>'.;....::::;;;: I >:::';:'....':;:: »;;;.:;>;;:::;;;::I.... _ I �\ WOOD CHASE � 1 I-- AE FXM 50FFIT BEAM ':;'::::t'::'::':, :'>:'>:'>::'r:' '»:t'> r :'»»>:':t'::'::': e':;:::;::;';;:•>:' N III €- - ,- 4 1 I I + - , I I ... ... .. € 0 : I I ovElz w osE 7 :::::::::.1:::::•>;:. :::::::::::::::::.-::::::.::::.:::::.::: I y :;;:.. ;.......... ,I E (i ce, I-- I I I i .-:::...=::.::::.-: s : :I ............................... 1 - —1 _ - _ - _. �.._._. _ 1 I ...._1 N IF 1 _ —Ii I I ( y '^ ,e ( I 2x12 RlD6E Brl w vENr _ I!.'" '`>> 1 w � . o � CaITER3o'x30' ? >s>>: SSSS::>s;:<.s':. i I N WOOD CHASE . I _ I 2x10 RR 9 Ib OG. I 1 I II'-0'PL Hr : : R. o OVER RIDGE .-::::."':.-:: . ..:::•: - I - f !I T 2x1o'RR 9 16 OC. ' .,... ` I P 11 12 , I I 111 /---- R106E5 T I I I I aBv 1ST FLR U APPLY ICE t Mn R SEBA IN — — — — — — — — — _ — — - Ip A t s J I O — f a'-0'PL Hr 1 L_ L _ 1 � _ _ _ _ _ _ _ _ _ _ _ _ _ �T-- � UU n FAIR HEATI$t 1 rz O ____- --_ p ABV 1ST FiR e - - _..__ -.._ ___ _./ I -4_ THE ROOF DECK AND o MDt 1 1� �- 1 I AR .-:::::.-:.%''. :::: :.-::.- ::: ..: 18•BRAHE ARE AT _ 2X12 RIDGE BM W/NENf i �-_. __ _1 JC :::'iiii`'iiz:.::.'.(`:'.:':- I I ` TaPERAIURE�of�o'F ts•r�ort i 2x10 RR 9 I6 OG. + ( ,`:_, . ,.....-s: : - -— . . ..................... H W*M F TRFA�50FRr II-0 PL MT E 1 I It 2 I = I `ti 111 -- - - ,*:*.-::::. :- -- - - - - - - - _. - - 1 le 6 PRAMIW A>�v IST FLR I I I I I I I. 0 12 !� 16N I TO AL :I. __ __ -Ir -� ( -- ................................ FA5CU1 BOARD �•A�SOFFIT — — — — _."_ _ ?.'ii.":::.., {! 10 ( I �— -I..sii�`... .`i::::::i;::i.'r':.:;;'i.... I- i;;::'`:"'::,g,:,..::.':.::;::.."..>::.f BOARD HY 7 CONT 19-0 PL Hi II}-- - - --I ...........::. ........................... ALIGN 2x12 I 11 I. vtM S OR vE1dED \__ - - - 4: i; ;`; ':':. __ - � � � ,': >:'"_ I � ABY 1ST FLR � .-:::::.::::::.-.:.:::::.-.-:f.' .'.::.:':::.: '. I � RIDfiE aV92 Dal -.' vlNn 50FfIT I € - -- -� ;.:::'::::....:: I I I I I ..-..........:.-..:::.-::....:.......::. o . .......................... :•.. : ::::::::.-:.-::::. P ;,.-::::::::::::::.-::::::::::::.-:::::.-::::•::::'::'::::: WALL Bl3OW I _.._.. _ _ —. _ — — _-- -- --- t::...... ::.::'..o _ __ __ :::::::.-:::.. I :::::::::::::::::.-::.-:: :.- ':.—.—.-.... •':.....:.'. I . ,:::::.-:':::::::.:-:::.-.-::::::::::::::::.-:':::.-::::.-::.-::•: ..-:.:...,.:::::,::::.:-.:,.:.. 11: _ _ ..;': I -- — .:::::::.-:.-. { A ..... ««><:•:;> . :-:.:.. I I f ........................... . .................::....:. ...... . ,. .-.................................................................. 1:. - - J :.:.:::::::::::::::::::......::::::::::::,::::::.'....... .. .................... _ .._ .... .... ::::::::::.....:::::.-:.-::.-:::: .. ...................................... ::.......::::.-::.::::.-.::::::::.-:::.': .................................:.:.. I I ::.::::::::::::::.-:::::::::::.:::::::. .... ... .. ,........... N :-:::.-:::::::.:.:.-x-::::..:.. .... I ":::::::...'::::::.-:::..:.'..:.:..-. .... .. .... .... . - - 7x1Z>':,l R®:,Ib..UG:.r';:';:';:;.;.':;:•::.az: 2x10 RRA Ib oc. L I I ► oH. I ::::::: -:::::::::: •. DETAIL I 11-01�� :. - I ALI6N 2x12 .............. 17 ......:..::.:::::::::::..::::::::::.-:.. I w -+ -::::::::::.:.-:::::.:: ..: ... .................................. ........................ € . RIDGE ovfft DEN I - - i I I H- M M ....................... :::.:::::::.-::::::'::::..:..:::::::.-:'::'::::.....................'.'.'.. ....... r� I? ............. .... .{ :,�-':.: J I :.:•::.:::::::::::.:i.::. Q .............................................................. .................. ..................................... 2 I - YtPd1 BELOW I................. .. l -i:��.. �i-.'*-.�. __ .... _ _....._. .__ {{ ii';:>:', :•. ...:.'.:::. .::.:.-:.:::::::.-:::.::::::::::::.:-::::.:-:',-::::. ! NOT TO SCALE - a ............ I .:........................................................ ..... ........... .... ...... . A 5 1 €_ — ............................ . :.:-:::::.-:::::::::.-:::::::::. =.......-.--.-..-.--.-.-.-.-.-%..-.-. .. I ... . €.... ::.-:::: ::: .::::: ... .�'�. ........................................................................ 1, ::::::::::::::::::::::.-::::::':::.. 1. ..._..... - ____ -�_ __ — _ :::•.-:•:::.-:::. ABv 2ND I ........................................ C :::::'.:::::.-.-:::::.-::' ..............................................",.:.--. .-,................ 1. ........................................ .:::::. I I I I :.-:::... - ..... ........................... . : -,� :::::.:::............... ..................................... .. .. .... 2x10 RR 9 Ib OG. ::::::'::::::::::.:2> T .t6.. ............ .... - .- ........::...-::::::::..::...:... N I ............................... 12 / :::.-.-:. :::•. TYPICAL RooFING, I .. '.'.'.....--'................ .'.'............................... .. .::::'.. I::::.::...:::::.-::::::::::.-:::::: ............... I .................................f f- ':::....:....:... . I x:72 :'::::'::::: ::.....::::::::.' t 12 ARGHITEGTURAL SHINGlFS ...:..: ,. ;'>:'::';. _ I�J_ _�- . € _ 15�FELT UI�ERLAYMEM ....t':::.:::. - J fJ l .. T I ::::::•::.:::•::.::::::::.-::::::-:::::::::::•::::•::::•...-.::::::::::::::::,::::. 2 i . .........-:.. ...... tt I -� �j �1 V2 PLYWOOD SHEATHING I ......: ....'r;::'::....';...::-:::':::.-:.-::::':....:::::.::::.:.::.:...::.". .::::::.::::.-.. As I t::':;;t:•.:.:-:.::•::::. I � :::.`: "'.t'i:`?' f` I i I .::...:::::...:::...::::::::::...::::::•:::,.::::::::::::::::::::::::::::::::::::::.:::::::::.-:: -::. 1.:..::.. .:.:�z: 4 I 6 t1R-KV BATTS I 2NJ FLR ....�:..,,.. - E �/ I I I L - - -I .. .... ...... .. ..... .... .... .. .. . nBvj l e:;:; :'>.•'..';•;:';......:s;:s;:'r:.....,;::'>,-..•>:;•,-...:'::'::';::';...,.:;'::':: ::::':...:.:;::'........ Y - - _ - , L... ..1 t. T 1 / ABV IST FLR lONfINNJ115 ABOVE ::.-.-....:::::::::::::::::::::::::.::•:;• ;'>r';:' ^ �I- ;:; ::'::';': - - - - - - - - - - - - - - — -r 12t. s;:.-.-. --...:.:::......::.::::.12_::::::.''°%.:,...'i':. :::'::::.c;:. .. :i S.`i.;:?> I - __ _ __ I I011 _ . _ _ ._ I I _= 25c 12 GEIL JOISTS Iz I I = � I€ I;......:....:..:::::::::.:I....-::. ._.:-: :::.:>:: =:- .;:;>;:':: >;:;. L l__ ..._._. .. f::>:::;;:.> I I I. I I z z z z z z o W M I :. - ... ... {.[. .. .... ..-....... _ ...>: I L_ . . N FASCIAS 0 0 0 0 0 0 1 4 I 12 9 12 ./ I I - I I I Fn Fo Fn U Fn Fn 2k 10'ROOF RAFTERS a Ib'OG I 12'-0'PL HT 4 a I 9-0 PL Hr.AFF. I -!� g 13 I'-4'H. t �e y I w w w w w w p I ALIGN FA5GIA5 I I i Iz II OH. I � �� o8 I i - w wwwww I_ I I I I II I I E . I I 1'-0, / ) I ABv IST FLR -r - - - - - - - —1F —iV - - - - _- - -\ 111 1I " _ _ __... .._. _._ __ _ ___ Tj'DIA LA6 BALTS _ = J I T I ! I I OH. 1 I ' 1 I I, _ _ ®— I r MIN(b)PER GOHBffiG110N OF ( I ( 16N I I ( 2x10' 9 Ib or- 2x10 9 Ib or'. I I _.i_-- - .-._ = _-.- _ - - - ROOF RAFTER!GEL JOIST :fl • FASCIAS I I 12 9 12 V ( 1 I I j I I l01 trop i BOTrotU AL16N FASCIAS II ' I �•e ti% I ' r a• (/ ( I - -`D I I - n 1 OH. i I 13 - 13 N I I I N \ �y 9'(R-30)BATTS I - -® A_ . f - - - - I I I Imo' AlI n-b I / I Ir O'PL Hr AGb Iyfl o I -.j� - - __ _ _ I I I 2x10'RR O�6 oc. 2x10'Rl�*16 06. I I u'-0•PL HT I I �" I 5T -- 1'-0' I AN IST FLR I- - - - H2�5A 5IMP50N CONt�cTORs 0 __ _ _ __ - __ _.__ __ __ __ OH I ( 0 I L _ - _ —��- - C-- �-— , - _ _ -�J 1-- EA EA ROOF RAFTER • 9 (R�JO)BATTS, 11'-9'PL HT T� G 1 I G w ABV 15T PLR AW IS HT i A-6 4�� 0 9'(R-30)BATTS r b'(R-19) A$ ABV IST FL R -� W BATTS=GONBI IED INSULATION I 1 I I II'-0'PL Hr O m VALUE of lR 4W !._ __ __ _ -_ J//J�- ___ _ - - - - -J ABV IST FLR 1-1-11> I� Y MALL5!O�ING Q A-6 A-b W U < U u- Q z Q TYP SIDIN6 OVER O Z GREAT ROOM TYVEK EUILDIN6 WRAP J'055 PLYWOOD SHEATHING (q 4 25c b'EXTERIOR WALLS W/ g q W IE b'O-2U BATT IN5ULATION q b A 6 p O ❑ IP4 SIDE VIEW bi SOF119T BROW H2-5A 5IMP50N CONNECTORS e H cr EA ROOF RAFTER U J � T I-1 1-11-111, 1-1 I-11, UNIT 7 8 UNIT 7 7 Sz m �-- -��,Z,.,Ii-�, ��-"-�,�--�,--"�IA-1—:�l-,�; Z <S � J - / MODEL A (LAUREL) MODEL A (LAdi UREL) cr- (.)(D 0 1 0 I (/) ..............................I....: 11 ROOF PLAN ROOF PLAN p ,I j� ; ED,� 2N b'EXTERIOR WALLS w G /? b'(R-2UBArrIN51AAT1oN 3/16"=1'-0" 3/16"=1'-0" F— :��. �O RT c �i �� ti � MIN)PM TION OF w * �, +,' 6 �. m ROOF RAFTER t GEIL JOIST V e v m � 2k I2'CEIL J01575 11 U) -°" 'c e Ib'OC : ")L, � `°°.�J"s✓ `4< - 2'x 10"ROOF RAFTER f 8 1 0 �`E" e I6'aC . F.. . .. y.O I.............. O , UM PLAN VIEW 0115023 w -- — 6UTTER5 4 LEAOERs . DUET CLUSTER SHEET NUMBER ALL GUTTERS d LEADERS SHALL BE BAKED WHITE ALUMINUM A32' 2 MIN.GAUGE,C-aTER5 SHALL BE 5 5EAMLE55,O.G.5TYLE W/ALL INy -ALL IGE AND HATER SHIELD PER RELATED d REQUIRED AGGE55ORIE5. LEADER5 SHALL BE MIN. A�of orr£ OTH 77 7 Z MAMLFAGTURE'5 5PEGIFIGATIONS TO ..'....< BUII_r ovER ANOT}tER UNITS l�C g 2 2x3,.021 6AU6E W/GLIPS d ANGHOR5. GAULK d SEAL ALL A5 HIGH CEILING JOIST CONNECTION JOINTS. PITGH 6UTTE12S MIN. 1/8"/FT.PROVIDE P.V.G.RECEPTORS MAIINTAIN PRODUCT WARRANTY ROOF PLAN cA NTS. A- 5 8"ABOVE 6RADE TO RECEIVE LEADER5(CLOSED GAP DE516w. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED