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p�%,afFOl�cdG Town of Southold 3/13/2019 y P.O.Box 1179 co o - 53095 Main Rd 4i p�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40262 Date: 3/13/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 9 Millstone Ln Unit 78, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-46 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7J 1/22/2018 pursuant to which Building Permit No. 42368 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 78) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0132 1/22/2019 ELECTRICAL CERTIFICATE NO. 42368 12/3/2019 PLUMBERS CERTIFICATION DATED 12/28/2018 N fNuffV4kPlumb' g Cont. Inc. A th d Signature gUFFOc TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o� • �� SOUTHOLD, NY X01 � dao 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#: 42368 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 78, A Unit) At premises located at: Millstone Ln Unit 78, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-46 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 B c or form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (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 "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A,properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building'lnspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50,00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 L Date. Zo s' New Construction: Old or Pre-existin Building: (check o e) Location of Property: &u �A — G, (1�,� Q House No. treet -� Hamlet Owner or Owners of Property: tt rK 0 ei X4/1 Suffolk County Tax Map No 1009, Section 0�_- ® Block 0 ��✓ (��_ rip 05 'l Lot f ubdivisio Ot E: &4$,Eiled Map. Lot: –7 e CO Permit No. Date of Permi . Applicant: Health Dept. Approval: — ? $ / U �_, nderwriters Approval: ;Planning Board Approval: ' Request for: Temporary Cert icate Final Certificate; c eek one) Fee Submitted:$ A plic n Si re Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q 6. Southold,NY 11971-0959 Q, roger.richertc@-town.southold.ny.us l�Cou ,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To, Rimor Development LLC Address: 9 Millstone Ln unit-78 City: Cutchogue St New York Zip: 11935 Building Permit#. 42368 Section 102.1 Block- 1 Lot: 46 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 54 Ceiling Fixtures 17 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 Recpt 30a Emergency Fixtures Time Clocks Disconnect 150a Switches R40 Twist Lock Exit Fixtures 11 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 81-Cert Electrical Compliance Form.xls so IX Town Hall Annex Telephone(631) 765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 j:5; t Southold,NY 11971-0959 eoum DD D � ,, LDING DEPARTMENT T,,OWN OF SOUTHOLD FEB 1 3 2019 TOWN OF SOUTHWILD CERTIFICATION Date: Building Permit No. u ?j� C }t��$) Owner: �Vx'ibtOne-A-f (Please print) Plumber: su� koi\< IDL�ffl�ay" (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumber kna Sworn to before me this g� girJ) day ofolcRte gL)AL, 20 ail-I-a VIA�(A - ANNA FIORITA Notary Public,State of New York Reg.No.01 Fl6W8364 Notary Public, County Qualified in Suffolk C un Commission Expires '12 �S OF SOUj N O i TOWN OF SOUTHOLD BUILDING DEPT, 765-1602 INSPECTION 14 F UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ,] ELECTRICAL (FINAL) REMARKS: ?wtLt.-- summ ov � ✓ wL DATE R INSPECTOR SOF soUly * TOWN OF SOUTHOLD BUILDING DEPT. i'ourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [%14�-ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING /STRAPPING [ ] FINAL [✓�FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR ti OF SOUIyo� # } TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1602 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) z [ ] CODE VIOLATION [ ] CAULKING 07-4 REMARKS: DATE INSPECTOR VLr opoFSW� * �* TOWN OF SOUTHOLD BUILDING DEPT. rou 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] F ING/STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: � SV �vA4,rte,-- Pf 6_2� DATE 8 a INSPECTOR . 0)i ho�aoe soulyo`o # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouto, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ° -79 [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE � � INSPECTOR �P SOUTyo<o # TOWN OF SOUTHOLD BUILDING DEPT. `ycouff 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULA [ ] FRAMING /STRAPPING [ FINAL �VO [ ] FIREPLACE & CHIMNEY [ ] FIRE SA TY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: O&W". imhi�vp Aak-J116 . Coif ut ur��✓d, w� ��r DATE i INSPECTOR vw S � 4 _Jk_ :�g SOF OUIH JAW # f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]jpSULATION [ ] FRAMING / STRAPPING [ FINAL 4' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: `A1 l DATE [ INSPECTOR FSo Ulyolo _ TOWN OF SOUTHOLD BUILDING DEPT. Comm 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] IPSULATION , [ ] FRAMING /STRAPPING FINAL Jam/ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (y L DATE 3 t INSPECTOR GRCH ARCHITECTURE PC ai- 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLeaNDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 January 22, 2019 Town of Southold Building Department DD 53095 Route 25 PO Box 1179 FEB 1 3 2019 Southold, NY 11971 BUILDIN:1 Tro; Att: Mr. Michael Verity TOWN OF SOUTHOLD Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 78 Permit No.42368 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;ne s bmitted; �EREO ARC, 0 RT Ch,� C, Gy,AIA, LEED AP P N 02381 O� OF NE`Ny - -wrightsoftW Manual S Compliance Report JDate: 1/3/2019 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: Model A(Laurel) 1648-A Locust Ave,Bohemla,NY 11716 Project, • • For: 9 Millstone Lane Cutchogue,NY 11935 Cbollih• • • 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% • • • Design Conditions Outdoor design DB: 10.0°F Heat loss: 50540 Btuh Entering coil DB: 63.37 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. �'wrightso€t' 2019-Jan-0416.37:43 Right-Sude®Universal 2018 18.0.32 RSU20066 Page 1 �,�..or Model A MAN JSD%Rtmor Model A MAN JSD JA rup Calc=MJ8 Front Door faces, W Residential ■ Review Form •rm RPER 1 ACCKa for • (Loads, • • 15 Mar 09 arra�tec�r�sdangta Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes E] No F] Mechanical license: or MJ 1AE Form*(and supporting worksheets): Yes No OEM performance data(heating,cooling,blower): Yes No Building plan#. Manual D Friction Rate Worksheet: Yes E] No n Duct distribution sketch Yes Ei No r� Home address(Street or Lot#,Block,Subdivision):9 Millstone Lane Cutchogue,NY 11935 Model A(Laurel), Entire House Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature- 68 of North,East,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 50540 Btuh Number of bedrooms: 2 Conditioned floor area: 3789 fI2 Summer Design Conditions Number of occupants: 3 Outdoor temperature. 83 °F Indoor temperature 75 °F Windows Roof , Grains difference: 30 gr/Ib @50% RH Eave overhang depth- 10.0 ft Sensible heat gain: 29898 Btuh Internal shade: blinds �— Blinds,drapes,etc. Eave Latent heat gain: 3999 Btuh Depth Window Total heat gain: 33867 Btuh Number of skylights. 0 ` Qt ' •N, kC1 Heatinq Equipment Data Cooling Equipment Data Blower Data E(pipmenttype. Gas furnace Equipment type: SplitAC Heating cfm- 948 uma ce,Heat pump,Boiler,etc. Av Conditioner,Heat pump,etc. Cooling cfm: 1200 Model. Generic Model: Generic Static pressure. 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity: 52000 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible ceolingcapacity.. 0 Btuh Aux heating output capacity- 0 Btuh Latent cooling capacity. 0 Btuh ` • •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-(TELx 100) ddCrareihgd ldad'ca'lcdation,'equip I ment,-• •ni.ent selection and duct desig g&ously performed •. -• on - • ding "plan Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Munidipality orAuthority having jurisdiction use. ;Home-qualifies-for-MJ-1-AE-Form-based-on-Abridged-Edition-Checklist -- - -wrightsoft° R;htSuite®Universal 2018 18.0 32 RSU20068 Load Short Form Job: - wrightsoftm Date: 11312019 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: Model A(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 Pr • - norm ' • For: 9 Millstone Lane Cutchogue, NY 11935 � - • I n f• 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 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 ROOM NAME Area Htg load Clg load Htg AVF Cig 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 30a 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. " wrilghtsoft° 2019-Jan-0416.37.434� ewn•rwMnRightSuite®Universal 2018'18 0 32 RSU20066 Page 1 X�iCA or Model A MAN JSD1Rimor Model A MAN JSD JA.rup Calc=MJ8 Front Door faces• 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. wrightsoft- 2019-Jan-04 16 37 43 ewr.•„nb..w..,w�N, Right-Suite®Universal 201818 0 32 RSU20066 Page 2 .§CCA..or Model A MAN JSD\Rrmor Model A MAN JSD JA.rup Calc=MJ8 Front Door faces W Project Summa Job: - - wrigiltsoft� 1 Date: 1/3/2019 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: Model A(Laurel) IM-A Locust Ave,Bohemia,NY 11716 • • 0 — For: 9 Millstone Lane Cutchogue, NY 11935 Notes: ® - • • 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 OF Inside db 75 OF 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 Rate/swing multiplier 0.88 Infiltration Equipment sensible load 23153 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3( artial)/2 Pressure/AVF 50 Pa 1471 cfm Structure 2016 Btuh Ducts 233 Btuh Central vent(60 cfm) 1244 Btuh Heating Cooling Outside air Area(ft2) 3789 3789 Equipment latent load 3492 Btuh Volume(ft') 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. -41-wrightsol-V 2019-Jan-04 16:37:43 Right-Suite®Universal 2018 18.0 32 RSU20065 Page 1 ACCA ..or Model A MAN JSD\Rimor Model AMAN JSD JA.rup Calc=MJ8 Front Door faces: W N Second Floor Sup Riser Ret Riser 26 x/16 22„ 22" 04 cfm 26 16 Loft 105 cfm Bath 249 cfm 14" 10 x 16 Bed 2 14" 249 cfm Job#: Energy Testing-Services-L-L-C Scale: 1 : 104 Performed by Energy Testing Services L... Pagel 9 Millstone Lane Cutchogue,NY 11935 1648-ALocustAve Right-Suite®Universal 2018 Bohemia,NY 11716 18 0.32 RSU20066 2019-Jan-0416:37:59 JSDXRimor Model A MAN JSD JA... a Main Floor 51105 cfi i Dinning 13 79 cfm Master Bath 151 cfm 58 cfm Master Bed Broan Exhaust Fan Model L150 Living Room KAchen 60cfm Energy Sup Riser Ret Riser Star Continuous 26 x 16 22" Use Timer Hall 120 cfm WIC 90 cfm 24 cfm Mud Room'� 6 cftth 1 10 dm Stair 1 Foyer Den 94 cfm`_ &153 cfm Garage Job#: energy Testing-Serviees-L-L Scale: 1 : 104 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Suite®Universal 2018 9 Millstone Lane Cutchogue,NY 11935 Bohemia,NY 11716 18 0.32 RSU20066 2019-Jan-0416:37:59 JSD\Rimor ModelA MAN JSD JA.... N _ Y Basement 114 cfm 22" 4x16 9" 114cfm 10" 8 7" — — — —— — — —� Make up air 60cfm Sup Riser Ret Riser 32 x 16 22" / 26x16 I 22" G� Skuttle Model 2161 x 10' ----1w 6 x 16 Base nt 81C 16 8x16 l 4„ 26" 5" I 4x16 4" 113 cfm 9" 10" k113 cfm Job#: Energy Testing-ServiEes-L-L-C Scale: 1 : 104 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 9 Millstone Lane Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2019-Jan-0416:37:59 ...JSD\Rimor ModelA MAN JSD JA... z - - wrightsofitW Duct System Summary Date: 1/312019 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: ModelA(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 For: 9 Millstone Lane Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.002 in/100ft 0.002 in/100ft Actual air flow 948 cfm 1200 cfm Total effective length(TEL) 625 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Basement h 4659 114 23 0.003 13.1 16x 4 MtFx 44.5 180.0 st3A easement-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 2-8 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 9.0 Ox 0 MtFx 37.8 140.0 st3 Kdchen 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 0 636 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 soid/italic values have been manually overridden VIYR'19htS0 ---" - - 2019-Jan-04107:437--- 0 637:43- - ..�..,a„�,,,, ! a RightSwte®Universal 2018 16 0 32 RSU20066 Page 1 Z6N...or Model A MAN JSD\Rimor Model A MAN JSD JA rup Calc=MJ8 Front Door faces: W Trunk Htg Cig 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 sty 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 25.2 16 x 26 ShtMetl s Grille Htg Cig 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 Ox 0 612 790 102.3 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 Trunk Htg Cig 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 -- '� wrightsoft' - — 2019-Jan-0416.37:43 "— Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 �iCf1...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, i Louis DeSantis President 20 Feldland Street, Bohemia. NY 11716 • (631) 563-1298 • Fax- (631) 563-2954 V Horne 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: MC087 9 Millstone Lane Registry ID: 405363818 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 55.0 $1128 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 $321 19% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 89.5 $1686 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 crit�e following: Duct Leakage to Outside 111.00 CFM25. ECCC New York State 2016 Ventilation System Exhaust Only: 76 cfm, 23.2 watts. jjf r, Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Featuresran o Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under 8 Sealed Attic NA Exposed Floor R-39.0 ' m Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 IL �i Above Grade Walls R-21.0 Infiltration Rate Htg: 1561 Clg: 1561 CFM50 Foundation Walls R-13.0 Met od Blower door Michael Caruso kw 19 � �• 04 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) 623 Clothes Dryer CEF 3.93 Fax# Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REWRate- 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: 9 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❑ Tvpe: Furnace ✓❑Boiler❑Heat Pump Q Other❑ " t Venting Tvpe 3 Phial Siiillake Sip j1agC, CO GO E teiene , Fuel Tyfie Circle Type) Pascal Yorst Cdse atural orst Case atural Rating:95 0 N[ZIP❑O❑E❑ N❑C❑MgS_0 NSA Pa. Pass❑✓ Fail❑ PaSSRIFail❑ NSA PPM NIA PPM Yes ❑✓ Type: Standard TankE[Indirec(D Tankless ❑ Size: 75 0 Style Common Vent El Water Heater Primary: No Il Instantaneous❑Commercial (See Note 5below) (Gallons) ' Stand Alone ❑✓ s z Venting Tvne 3 Drat ' Sin lldge SnillaZe(Natural) CO GO Efficiency Fuel Trine - Circle T ( yep)_- -(Pascal) (Worse Case) (GYorse Case) (Natural), EF: 0.69 N_❑✓ P❑O❑EQ N❑M❑✓ S❑ N/;A Pa. Pass❑✓ Fail❑ Pass❑✓Fail❑ NIA PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑ No❑✓ Oven CO 6 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: �� Date: 2019-01-14 m�y,x'�^,�„:•^,i�'0t%?i..s7£c"r"w"-n% c=�'� v,r�^�3'.�,',t'' e.m""`".5_m""'"""x'a'°i:'e�.^.=..-«^�--=.Y'?�.l'..",>ga�•'YTy'1"^_"`�','�'4' Cl°I C ARCHITECTURE*�„"�-}>� ,.r. :,�,�v;tr-�='� t,�,'{e;'�;:; ,f 'ry>r:he;;::-.s�,�:r2, ' '.,;.•�i f}'. R IAC "u,z:'' t.r4,u,rnw° s''"' ;• ; 3750 EXPRESS DRIVE SOUTH .ir'; ` 'rz��'•.,a�'4t :., ..�.°'�:4 .,i:'., t;afi3,,,.;^ rF�..i'' a.d;,.•'�{'� SUITE 202 'i,;= ., Isln.ANDIA NY 11749 }{;5 : ISLANDIA, a.�.>w�:�n,.b`...:.•u.:,::,;fy..r�e.A.:,ba.�crae,.,.�.:..�L„�i:sA�...t_.n"".:.r.;.,ia4',al_r-..,.. ,.ss,,..� w.,.za::.s.=;.fw�.n`.-.a.:= WWWARCHARCHITECTURE.COM 631864-3395 November 14, 2018 Town f Southold D • d Building Department FEB 1 3 2019 53095 Route 25 PO Box 1179r_- nr Southold NY 11971 TOWN OF Sou—lLHOL. 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, 1 D ARC o0ERT cy�yiX Glen Chery y IA, Li AP �' ��+•� . Principal OF N��� - 4 � v Y � M � N + 1 vl .}^ f i .•},kJi1�1 rl F, ,F8 @ � 0 < 4iy�' �`,� y`Y i,3 ak' "G`✓�"""6' f Sn -u,u3 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 77389 EVALUATION SUBJECT: GAYSEAVm CLOSED CELL SPRAY-APPLIED POLYURETHANE FOAM INSULATION ICC ICC ICC C PMG c USTE® Look for the trusted marks of Conformity! .. R 2014 Recipient of Prestigious Western States Seismic Policy Council OEM' WSSPC Award in Excellence" �v�EK�nW-0 ( ) A Subsidiary of G{�aF�Q��+�43'dNJ , ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not e s specifically addressect 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!CC Evaluation Service, LLC, express or implied, as g ly(m(,17fNf1 Mpg to any finding or other matter in this report, or to arty product covered by the report. �.W `a; ^°� A= CGS , Copyright®2017 ICC Evaluation Service, LLC. All rights reserved. C-'5 -Y 7,k IMES Evaluation Report ESR-2072 Reissued September 2017 Revised October 2017 This report is subject to renewal September 2018. wwwJcc-es.o 1 (800)423-6687 1 (662)699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00--THERMAL AND MOISTURE 0 2015, 2012 and 2008 ICC 700 National Green Building PROTECTION Standardn'(ICC 700-2015. ICC 700-2012 and ICC 700- Section:07 21 00—Thermal Insulation 2008) Section;07 25 00—Water-Resistive Barders/Weather Attributes verified: Barriers See Section 2.0 REPORT HOLDER: 2.0 USES ACCELLA POLYURETHANE SYSTEMS,LLC BaysealTm Closed Cell spray foam insulation is used as 2400 SPRING STUEBNER ROAD WEST thermal insulating materials in Type 1, 11, 111, IV and V SPRING,TEXAS 77389 construction under the IBC and dwellings under the IRC. (281)350-9000 See Section 4.6 for use in Type 1, 11, III and IV construction. www.accellacorn.com The insulation is for use in wall cavities, floor assemblies or ceiling assemblies, or attics and crawl spaces when EVALUATION SUBJECT: installed in accordance with Section 4.0.When installed in- accordance with Section 4.5, the insulation may be used BAYSEALTm CLOSED CELL SPRAY-APPLIED as an alternative to water–resistive barriers required in IBC POLYURETHANE FOAM INSULATION Section 1404.2 and IRC Section R703.2. 1.0 EVALUATION SCOPE The attributes of the spray foam insulation as an alternative water-resistive barrier have been verified as 11.1 Compliance with the following codes:des: conforming to the provisions of (i) CALGreen Section ® 2015,2012 and 2009 International Building Codee(113C) 6.407.1 and (11) ICC 700-2015 Section 602.1.8, 11.602.1.8 and 12.6.602.1.8; (iii) ICC 700.2012 Section 602.1.8, B 2015, 2012 and 2009 International Residential Code® 11.602.1.8 and 12.5.602.1.8; and (iv) ICC 700-2008 (IRC) Section 602.9 for water-resistive barriers. Note that decisions on compliance for those areas rest with the user a 2015,2012 and 2009 International Energy Conservation of this report. The user is advised of the project-specific Code, (I ECC) provisions that may be contingent upon meeting specific ® 2013 Abu Dhabi International Building Code(ADIBC)l conditions, and the verification of those conditions is 'The ADIBC is based on the 2009 18C.2009 113C code sections referenced outside the scope of this report.These codes or standards in this report are the same sections in the ADIBC. often provide supplemental information as guidance. a Other Codes(see Section 8) The attributes of the insulation have been verified as Properties evaluated: conforming to the provisions of ICC 700-2008 Section 703.2.1.1.1(c) as an air impermeable insulation. Note that * Surface-burning characteristics decisions on compliance for those areas rest with the user of this report. The user is advised of the project-specific Is Physical properties provisions that may be contingent upon meeting specific * Thermal resistance conditions, and the verification of those conditions is * Attic and crawl space installation outside the scope of this report.These codes or standards often provide supplemental information as guidance. ® Air permeability 3.0 DESCRIPTION is Vapor permeance 3.1 Bayseallm Closed Cell Foam Plastic Insulation: N Water-resistive barrier Bayseal"A Polar Closed Cell spray-applied polyurethane al Exterior walls in Types I through IV construction foam insulation comprises a series of products 1.2 Evaluation to the following green code(s) and/or designated: Bayseal T11 CC X; and Bayseal"m CC XP. standards: BaysealTM' Closed Cell spray polyurethane foam insulation is medium-density polyurethane foam plastic intended to IN 2016 California Green Building Standards Code be installed as a component of floor/ceiling and wall (CALGreen),Title 24,Part 11 assemblies. The material is a two-component, closed cell, 1('C-FS Evaluation Reports are not to be construed at tepresenthig oestimlics or any otberattribute,notspecitically addressed,nor are they to be cons(rued as an ewdorsentent of the subject of IbV report or a recounnendationfir Its use.There is Pro warranty by[CC rvaluation Service,LLC expren or implied as to anyfinding or arber matter in rhes repot,or as to ottv product covered by file report Copynght@ 2017 ICC Evaluation service,LLC. All rights reserved. Page 1 of 5 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/m). 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/m) 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 1/z -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 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'" 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 II 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- BaysealTM' 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 R806.5(2009 IRC Section thermal barrier of '/rinch-thick (12.7 mm) gypsum R806.4), at a minimum thickness of 3/4-inches (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 BaysealTM'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 whenstored in a 4 3.2 Application without a Prescriptive Thenal factory-sealed container at temperatures of 50°F (100C) or pp p 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 Flame Seal Products, and is a two-component (Flame installation is in accordance with this section. The Bayseal Closed Cell insulation and Flame Seal TB Seal TB resin and Flame Seal T50 crosslinking catalyst), system (ESR-4002 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(32°C). could interfere with the adhesion of the coating. Flame 3.8 TPR2 Fireshell©BMS-TC Coating: Seal TB may be applied by airless sprayer, conventional TPR2 Fireshello BMS-TC (ESR-3997) is manufacturedby spray, medium knap roller or brush at ambient TPR2 Corporation, and is sone-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 95°F (16°C 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 Fireshello 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 BaysealTM Closed Cell insulation and TPR Fireshello 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 ( Most Widely Accepted and Trusted Page 3 of 6 in walls and 91/4 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 (4.7 L) per 100 square feet (9.3 m2)]. The substrate must ® Combustion air must be provided in accordance with Section 701 of the lntemadonal Mechanical Code be dry, clean and free of dirt and loose debris or other (IMC). substances that could interfere with the adhesion of the 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 ®C 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 crawl spaces 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 per 100 square feet (9.3 m). BaysealTM iC intumescent and in ceilings and the insulation must be covered with 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 BaysealTM 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 Baysear" CC X or BaysealTM CC XP Closed Cell 4.3.2.1or 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 P 9 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 is 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 0.5 gallons(1.9 L)per 100 square feet (9.3 m2). BaysealTIC 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 1150F (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 al 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 BaysealT'' 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 7/4 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 [2012 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 I, 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 I, 11, 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/ft2(20.9 MJ/m')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 BaysealT" 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 Sea[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(ESR-4002). 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 I, 11, 111 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 J Most Widely Accepted and Trusted Page 5 of 6 ® 2006 International Building Code®(2006 IBC) ventilation must be in accordance with IBC Section ® 2006 lntemational Residential Code®(2006 IRC) 1203.3 of the 2006 and 2003 IBC or IRC Section R408, as applicable. Additionally, an ignition barrier must be IN 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 M 2003 Intemational Building Code®(2003 IBC) 2003 IRC,as applicable. ® 2003 lntemational Residential Code®(20031RC) la Application without a Prescriptive Ignition Barrier: See Section 4.3.2, except attics must be vented in 0 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 IEC 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 200$ 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.ftz.h/Btu) 1 6.9 2 14 3 21 3.5 24 4 28 5 34 5.5 38 6 41 7 48 7.5 52 8 55 9 62 10 69 11 76 12 83 For SI:1 inch=25.5 mm;1°FJl?.h/Btu=0.176110°K.m2AN. '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 Wail System- 1-Concrete wall Use either 1,2 or 3 2-Concrete masonry wall 3-1 layer 5/a-inch4hick Type X gypsum wallboard complying with ASTM C36 or C1396 on the interior,installed over minimum 3/6-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 Floorline 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-'/2-inch-thick,exterior-type gypsum sheathing 2-5/9-inch-thick,exterior-type gypsum sheathing Exterior Insulation BaysealTp°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 Sl:1 inch=25.4 mm;1 pcf=16.018 kg/m3. EcoToucho Flame Spread 25 , Physical Properties t Fiberglas"m Insulation Al ISc& v"P;.',';•h,sg. .- _fir;v...�;a,�.,r,.-�.�-x�.r,�,g"f't�r�'�^i�pvr — r^i; a�Ca=va�"G � `�f''• i S?_4.ri�rrJ`1k-B`it"s5 :i'�'k�,f'`ti;S'�'S'�:��,�gP*�`' 1xt. �' 3�''t' � � �Xt `�f,:.' See°Availability"table Thermal Rcsistanse ASTI.1 C57b {1,{ for P-4all:eS Surface Burning Characteristics ASTM E$d' (flanie spreadlsmob developed) FSK <251<50 fid, -moi PSK <25i<50 Critical Radiant FfuA 'N IG ASTI.'E970 >012 ."h y,��lrt;';"+'' .v'r '(�'�:`' } �` •;„'. W/cm-) Water ice(per)s) F$K ASTM E96- .5 S?t,'rs=u;{!(f.,?-z;irSY;e:3^:�i "• i tr 4( PSK ASTM E96 .5 Fix A.STA1Ct70a' NSt`��'' t n ` :ss t, a.,j 44q 5•. :` w .;:;' i`s�^t`,M{;;yti'. t /a h �ti'a:^r r5orptio:(byL eiahtl G1 i ��'ti C'4i� Odor Ennsion ASTNI C7CN pas: ASTIM C665 DescriptionCxroslarResicta•,ce px113.8 past Owens Corning' EcoTouch' Flame Spread 25 Fiberglas" Fungi Rccistance(t,bergta"o;d,7 ASTIn C 1338 pass Insulation is a preformed,flexible blanket insulation. It is t ASTM E84isusadso:etytomeasureanddescribepropertesofproductsinresponse to hoot and flame under conttaled laboratory conditions and should not be used to describe or produced in R-values from 11 to 49,at thickness from 31/2 approve the fire heawd of materials ondar actual fire condrucns However,the results of those to 11 inches.It is available with either a FSK(foil-scrim-kraft) tests may be used as elements of a fire isk assessment that takes into ease unt all of the factors of the fire hazard or a particular end use Val,res are reported:o the nearest fivo rating or PSK(poly-scrim-kraft)facing;both of which act as vapor 2 Dessreantmetlied retarders and provide a neat,finished appearance. CI'a S ffiCai10ns l�.i - -. ;i�-t;,r- .- }T?i:tom r ,>.- •�,..;,� .iv,t_.c �{,{.'-,Y.,;.;,'.i...-a,.`1 ti �5b,6H v.a °�.3��`is.'�`a<a;.�.='x':`U�.`�',h:5� ���`:i�,:� .Q°':�'r�u a.:i•hPi �:�:K-'�t,.gA:.str;�•, Fv�"'x+,;'.: • Excellent thermal control FSK AI:Type Typa III,class A Cat 1 • Effective acoustical performance PSK All Types Type 11 Class Cat 1 • Provides long term performance and will not settle nor slump within wall cavities • Less dust than other fiberglass insulation products Starttl�t�i7�7 • Excellent recovery characteristics' ■ 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 1 Accoromsto2010chadoatc,alandvctedmToronto,CanadatrDocket Woddwdeonbehalf of . Classified noncombustible when tested in accordance Covens Conine Insula-.on Sys-ems,LLC with ASTM E 136 Applica lone. a 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) will be left exposed,or where a low flame spread vapor Certified to meet California Code of Regulations,Title retarder facing is required 24, Chapter 12-13,Article 3,"Standards for Insulating • Concealed applications of assemblies for non- Material" combustible constructionic;t� Cat*�iciaratH�7rla • Wood and metal framed assembly cavities,or attached to �ui'fac®�with impaling pins • The building thermal barrier(insulation)should be in 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 !Inst—aII atJon iiP� �' ,ti "';tit. r,,,•; f.:.1e51;:r;;�;Yi,.i � , ,,N' ' ; ;��;� f See Owens Corning publication"Installation Guide for Light � 1:1L��tts^�:;t3"..yt.'via.��aa:.hs..'e��,�,'°'_.•4''1",¢�s+3isis,'���.s.;^sL�',?,a��: „I�����:��: .�=t? Density Building Insulation" (Pub. No. 10017858)for more lVood"risme tN:J;s information. Both FSK and PSK EcoTouch Flame Spread F8K•E- 23 95 625 19` 25 insulation facing options are more abuse-resistant than PSK-E` 23'' °� 62s 1° most other building insulation facings.However,when it PSK-E` 23' 96- 6.25 1s= is installed in areas where the material may be subject to FSK-E- 23 95 8.25 19` abuse, suitable protection should be provided. FSK 55' 43 55' 21 fv;otalFcsne::'slfa ::nviroilrnemkaI and ot3Si�+PS$r�9�fl€t�€ FSK 16 96 35 13 Owens Corning is a worldwide leader in building material FSK 24 96' 35 13 systems,insulation and composite solutions,delivering a FSK 16-• 96' 625' 19 broad range of high-quality products and services, FSK 2-. 99 6125 19 Owens Corning is committed to driving sustainability by FSK 10 96 55 21 delivering solutions,,transforming market",and enhancing lives. More information can be found at Ficor uefllllU WWW.OWenSCOrnIng.COm. FSK 1d' 48 95 30 PSK-E- t 48 9,5 30 FSS.-E' 24' 48 95 30Iw FSK 24 4a ao Fiberglass products may cause temporary skin and mucous FSK 16' 48, , 38 membranes itching due to the mechanical abrasion effects 3 of fibers,a condition which is completely reversible. Owens FS" `4 '` 's Corning does not recommend the use of unfaced EcciTouch' 3 TosiodperASTMC511e PINK' Fiberglas"Insulation in exposed applications where it 4 FSK-E(PSK-E=Eztondedlango 5, Doi.vors Rts whop tnsta8ed m a 5 5 deep cavity 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. „„(;; ..:fF_a.iSi.•.. t.'lhS+r'P......i-T.t:�-..1G5"'%t"..,•r.fa nlY..T,.'.S.Svi:.?".,:^•..Ew_...-.'Ei: .:fi...^.._:I�.."'Sai^=•�.%.r.�.!.SI:.I+.e.�_.9a.fi�.'-;...:5T.328C'^rC�..i;�i'+,� Certified by SCS Global Services to contain a minimum of 550,1 recycled glass content, i8%pre-consumer and 37% post-consumer a` • GREENGUARD Certified products are certified to kw y " ,= ;' ^•• GREENGUARD standards for low chemical emissions into indoor air during product usage.For more information, ; visit ul,com/gg o Environmental Product Declaration(EPD)has been certified by UL Environment ° Bronze Material Health Certificate from Cradle to Cradle Producto Innovation Institute �'^n :r3�..'EMr s^.t:ntr'.'F3.�:9,z�:.�Jd"-e .t.::x1 S.^.:A2,.ae;;.Lae :wr:�aaa,.....rai.:a:...::cr':t�:.sro.st_r.::s.,•.y...-..`.srr."b�t.^T:'ks.vsa•..::.. »:d:c:xl:a::...•cw^sz.::'.9^.,+i�.rv.set3.a-,a.caau�-„'urs.:ss., Crtt�.b.Ksa,S..�? .+ �ye"s OWENS CORNING INSULATING SYSTEMS,LLC ,` oisclaillit-r of Litt ilii r � ''_ 5;.'• ONE OWE NS CORNING PARKWAY t !; t` Toohmalinformaaon eontnmec heie,n isfurntshed v+ithout c?tmQa or o'otgatun and is Qtvanond X },r,� g.A TOLEDO.OHIO,USA.43659 accepted at roapienls solo risk.Eocausa conditions of use mayvap^and are beyond our control, t ao,+ i m r� 1.800-GET-PINK' Owens Corn;ng makes no•opresentatwn about and a y productd ser'bla or ad he for the aocwacy ^t www.owonscornine•corn or reliability of data associated wdn pertcular uses ale ny product daser3od heroin SOS Global ptcy des m)dependent vertfica-ror of recycled contoint in building Pub No '8142•R,Pnnted.nUSAluiy2016 y' yj matarals and venhes recycled content claims made by manufacturers For more information, THE PINK PANTHER^'&.'.1984-2015 Mesco•Gofdw ,-64a er Studios IncIno visit wwwSCSglobatserv,eescep, All Rights Reserved.The color PINK is a registered trademark of Owens Coming da 201e Owens Corning All Rights Resonad t;3 q LEEDc is registered trademark of the U•S Green Budding council "r.'•'' GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.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 conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. Re petfully sub itted, D ARc ,\GJ �006RT CyF Glen erveny, , LEED AP Pri pal (P '9 02381Q Q NE�`l DD MAR 1 3 2019 TOWN OF SOUTHOID APPLICANT: S.C.T.M. 1000 CH"TEIS 236 (Property Owner,Design Professorial,Agent.Contractor,Other) —�— 'Q ��' ®® 02 0 � c /� �j DRAINAGE NAME. ��tAR'{ ��.IA Section Block Lot ST® A,TER - DRAINAGE �3 f�(.7 2"3Date: n ,,� ,9 f 1 3 INSPECTION REPORT FORM Yna[ult 7ekrMvKamer G COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA DESCRIPTION Of SITE WORK TO DE COMIPLETEDyNO 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 DisturbancePV r s 1 p�SG c. Condition of'Stockpiled Soils, d. Verification of Size&Depth of Leaching Pools. 5 ' e. Verification of-Drain Pipe Installation/Concrete Parging, i - f. Driveway Installation within the Town ROW-Highway Specifications ;( g. mal Site Grading-Effect on Adjacent Property —. �. UA-5- AZ��o.�_.P$b_?� n. rispection of Gutter&Leader System-Drainage Piping, 5+(;t -11!K-L�-r}}E, � a i. Instalation of propose Swimming Poo and discharge ring. ®VE�,61 ( _2_ (�_Zi" PL&I y A VE-13UN CO rnPLE-MV- j. Inspection of Construction Entraince/Staging Areas. Ifr�_];[—__ ,A-�1;�®jG'[d k. Location of proposed concrete washout area(s). �; l A Final Inspection Report-must be completed prtor to issuance of Certificate of Occupancy.-The applicant has three options for certification of drainage installations , >Ic OPTION 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. ; jOPTION :2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping, OPTION Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION': 1. OPTION':2. f 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: t Iq AL S�Tz)RK �� P dU Z7e b,t f r A VE- olZ. (� C E c c I ****FOR ENIGIN416ARTMENT ISE ONLY*�*# - Additional Work is Required for Approval. Reviewed& ® SMCP Installation is Not Complete. (See Notes Above) Approved By. —- - — — — — — — — — — — — — — — — — — — — — - - Stormwater Management Plan Installation has been Date. /9 Inspection*: r Completed & Approved by the Engineering Department. FORM SWC Inspection Report Form-TOS October 2014 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��� SU(/jP.O. Box 1179 54375 State Route 25 ��� Ol0 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NYCn www.southoldtownny.gov l'p00UM`1,�� PLANNING BOARD OFFICE _;r -- - --- --------- --- - TOWN OF SOUTHOLD March 12, 2019 MAR 1 2 2019 Mr. Henry Alia = 71'1t zz.y.-�-.ra ,T Rimor Development 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#1000-102-1-33.3 Dear Mr. Alia The Planning Board has found that the requirements for Units # 19-22, 77-82, 123 & 124 of the above-referenced Residential Site Plan have been completed based on submitted materials and the site inspection made March 1, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these twelve (12),units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, � Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager • • • • COMMENTS -' •MEc l I ' I FOUNDATION ROUGH FRAMING PLUMBING INSULATION . . its ENERGYSTATE �;; _• ! I,� II W�It1 � war's /_1 Mom-,_lRM L AA fimmIMMM Mazy, SIM►1 `:�!!.n 17A4 �— ADDITIONAL COMMENTS S VAR ,, l f� , r ; � � � � -� �,�. • � lel � w • i\ / TOWN OF SOUTHOLD BU—ILIDINGPE11MIT APPLICATION CHECKLIST BUILDING-DEPARTMENT — Do'you have or need the following,before•applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 - 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Sury -N2 �Z CheckSoutholdtownny.gov RMITy Septic Form N.Y.S.D.E.C. D , J��� Trustees t C.O.Application 2 Flood Permit Examined v_ . ,20 �_: s f Si6gl6&Separate JAN 2 2 2018 Truss Identification Form Storm-Water Assessment Form Contact: Approved �. _ -20 TOWN OF SOUTHOLD Mail to: f � d, �o� .T o' P Disapproved atc U 2 v� 1I�33 Phone: 3 79 Expiration:�Tfl 120 -BuiViNklaepector _A CATION FOR BUILDING PERMIT , OC 2017 Date. 20Lq_ INSTRUCTIONS a.ThigP90j�4thp,4,Jyffpletely filled in by typewriter or in ink and-submitted to the Building Inspector with 4 sets-of plans,accurate plot plan to Na Ree according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining'premises or public streets or areas,and,waterways. c.The work covered by this application may not be commenced before issuance-of Building Permit.- d. ermit.d. Upon approval of this-application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection.throughout the work. e.No-building shall be occupied or used-in whole-or in part for any purpose what so ever until-the Building Inspector _ _issues a Certificate of Occupancy. f. Every building permit shall expire if the'work authorized has not commenced within 12 months after the date of issuance or has not been completed within-18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,-in writing.-the extension of-the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION-IS HEREBY'MADE to the Building"Department for the issuance of a-Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the-construction of buildings;additions,or alterations or-for removal or demolition as.herein described: The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and"to•admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or fiame,if a corporation) (Mailing address of applican State whether applicant is owner, lessee, agent,-architect, engineer, generai-contractor,-electrician,plumber or builder b ki em,�7 Name of owner of premises Ir�eoD"e (As on th ,tax roll or-latest-deed) If applicant is a corp ation, signat re of dul au orized o ice., (Name and title of cor rate officer Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Loc/tgJion f laud ori w ich r (pp(Q/($Je�d�v(��/�o/ -kk wi l be done: V V ` •l,.C lam"-_ ) - House Number Street �^ _'rh - .•kHamlet, -- County Tax Map No. 1000 Section . - 6 d� Block'` ' '�� r : Lot b i Subdivision 4.4 i Filed Map No. Y71 Lot (Ce)N DID C u- —0 r•-� 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �1 b. Intended use and occupancy 00-0- dc) �71Ji 10 al _d 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Dem'o'lition.,; i; Other Work (Description) 4. Estimated Cost_ J 00 1 e'®®" 06 Fee 1" t l nNumber - —(T'olbe paid on filing this application) 5. If dwelling, number of dwelling units r of dwelling units on each floor If garage, number of cars 102 'C&V- n � 6. If business commercial or mixed occupancy, p'eci ,n._' �, anc sp y, p fy �iiature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height I Number of Stories Dimensiohs of same structure with alterations or'ad'ditions: Front Rear Depth Height NumberofStories t tf if ® di 8. Dimensions of entire new consyuction: Front ear �7 ` Depth ;� Height 27 Number of Stories bet 9. T Size of lot:!Front Rear Depth 10. Date of Purchase Name of-Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be ie-graded? YES flnNO Will excess fill be removed from premises? YES NO 0 . 60X 14. Names of Owner of premises Address C �10 Phone No. i b 7 Name of Architect t �' Address --t k 1`4 Phone No R l � 3 q Name of Contractor c- S t!U --z� Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? `YES Nc3 - _ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE RE�kJIRED. b. Is this property within 300 feet of a tidal wetland? x YES NO t/ ` IF YES, D.E,�C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? ES ��NO IF YES, PROVIDE.A COPY. STATE OF NEWiYORK) SS: COUNTY OF VL being duly sworn, deposes and says that(s)he is the applicant (Name of individual signin contract)above named, (S)He is the (Contractor,Age t, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements Lontained in this application are true to the best of his knowledge and belief-, and that the work-N•vill be performed in the manner set forth in the application filed therewith. Sworn to before me this �Nf tUNCM i • _ _? day of "�,State of New York ' No.01BU61F5050 Qualified in Suffolk Cry,.;,• V,, - -N 1tary Public Commission Expires Aprii �� igna e - 1 t OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *QF SO P.O.P.O.Box 1179 54375 State Route 25 k Ol0 Southold,NY 11971 (car.Main South d,NY Youngs Ave.) Telephone:631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF O D FEB _ 72018 MEMORANDUM TOWN OF SOUTHOLD To: Michael Verity, Chief Building Inspector From: Donald J. Wilcenski, Planning Board Chairman Date: February 7, 2018 Re: Harvest Pointe (The Heritage at Cutchogue) Elevations/Site Plan The Planning Board reviewed their approval of this project and has determined that, for Phase 1, all the units beginning with "B" (B, B1, 132), are interchangeable with what is shown on the site plan, i.e. a B unit shown on the site plan can be replaced by a 131 or 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. M �f �OFFQ1,�� L t,NG DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 49 . UL 2 3TC Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 (631) 765-1802 - FAX (631) 765-9502 -,,�, ,. M ggr.richert(c�town.southoid ny us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:'- Date: Company Name: Name: License No.:, 3 email: Address: � � G � ® . ® ,° / /! Phone No.: JOB SITE INFORMATION: (All Informatio Required) Name: f ar ®° Address: i C kms_ UA w 0- Cross Street: e Phone No.: Bldg.Permit#: Zp� email: .Q 4- q Alta Tax Map District: 1000 Section: ® Block: ® ® Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: Y 7 NO CRoughin Final Do you need a Temp Certificate? ES NO n Temp Information,.--,,., (AII information required). S (LP,,h 3 Ph Size: /5� A #Meters Old Meter# New Servic '- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Lateral 1 ' H Frame Pole Work done on Service? Y N Additional Information: Jy ell PAYMENT DUE WITH APPLICATION RequeOf r Ino VnFoffn.xls ` 3 PIPE SHALL BE 15" CPP WITH A SLOPE OF 0% — • STANDARD )ECIFICATIONS SHALL INCORPORATE THE PROVISIONS AS FOLLOW UNL: OTHERWISE NOTED: OF THE Al STANDARDS AND/OR MANUFACTURER'S RECOMMENDED NNECTIONS TO BE 4"" DR-18 WITH MINIMUM SLOPE INSTALLAT..:. .'ROCEDURES. • 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 %• TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH j L. WATER MAIN TO BE 10 WITH 6" HYDRANT -OF AT LEAST SIX INCHES ,BELOW THE BOTTOM OF THE PIPE. Z SERVICE CONNECTIONS TO BE 1 COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH j 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 WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND j 1 MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC • PRESSURE AND LEAKAGE ,TESTING: ALL TYPES OF INSTALLED PIPE HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE TION 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 >EPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING • BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER :T DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF --S TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. 'GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. INSTALLED UNDERGROUND. i Habitable Garage Area Harvest Pointe at Unit Numbers Area (SF) (SF) Total (SF) 77-124 1,999 486 2,485 Cutcho' gue 1,3,8,10,12,14, 21,23,26,27,29, Cutchogue, New York 1,33,36,39,41,45 1.599 363 1,962 Town of Southold 5,47,49,50,52,54, 58, 59 68, 72, 76 - - ... . N, 2,5,6,9,11,13, 3 r0 /SCDH3RONS 7/28/17 EVfSI 19,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL ;,28,30,32,35,38, 1,599 363 1,962 it SCDH REVISIONS 4/22/17 AVL ),42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN'" 4/6/17 AVL 7,60,62,64,66,70,_ __ _ _ _ 73,74;75-- - - --- - - _-- � y-�--�- . _ -�r2r�17 Ave- - - - - -- -- 8 SCDH REVISIONS 3/9/17 AVL - 4,7,34,37,43,55, 1,599 380 1,979 1,63,65,67,69,71 15,16,17,18 1,999 408 2,407 Issued forDat July 10, 2015 N/A 6,188 N/A 6,188 SUM 100-102 SCDHS Ap oval Overall UtilitSUFFOLx-:,o DEPARTMENT OF HEhLTH SET�v;rcES Plan PERNRT FOR AWOYAI.OF COMMUMON;FOR A StMMZ FAINLY RESIDENCE ONLY /Z to—17— OU6Y DATE g-E- 17 M3 r*Tja 2,n-,-7 - e l z Drawing Number APM=ED I FOR MAXMMUM OF.N, ._..BEDROM o OF NEW FMRES THREE YEARS FROM DA'T'E OF APPRONitL ���'��,E�-o V. ��ti0'A,� C 406 � ai r CC 0 Lr+ -7' Sheet of 'eQ 9 2 ti 9°FessWoNP Project Number 29305.00 SCDHS Reference # C10-06-0013 I . NOTES. 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, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY Ny' i PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF 6AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 0� ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND �CN� THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Nb- ��I��j t9 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION �Q Q `O°C\ •O' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED �Dc' •� \0 ,`\ O lJM coAn SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY ��P�SOP �,I Q,T\`�• �/ NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS 4 °J OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED Ob PREPARED MAPPING DOES NOT DEPICT GROUND °` J\ II��J• SOIL CONDITIONS.VEGC ATTION,TREES,PATHS,DEBRIS SURFACE.OR SUB SURFACE CODITIONS IF ANY,INLUDING BUT NOT LIMITED 0 AND OTHER COND,WATER I ONS OTHER THAN VISIBLE PERMANENT STRUCTURES != n O C� COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS t1,-J ✓• !i CPQ RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, �1 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN ll PERMISSION OF THE SURVEYOR •v •� THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL •,`°\off •O'Q MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER PURPOSE. ,\D'. Pte\pP� c�0 00 ^�O .0 JPO°JI �,�� S X00, ® j ,! QDDti F APR 1 7 2018 N�A ��t Jam. OF SOV H 7 u T�W�/g+ x 1• A SR Y��"Y OLD OF NE4/ Q� 2�A o o O Ao0 6 ® 0 �® 0.0502^,3 C A N ID S�5 �I 04-06-2018 FOUNDATION LOCATION FOUNDATION O AS-C NSTRUCTED SURVEY FOR % 'l°N UNITS 77-78 U IT DESIGNATION MAP OF SZtk033 �p HARVEST POINTE CONDOMINIUM 1 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 45,8.46 - - NELSON & POPE �t ENGINEERS & SURVEYORS _ e_4 ; 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM I, DRAWN BY: 213 CADD No•;INDIVIDUALSURVEYS SCALE: 00026 I CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 I t 1'. 0' DATE: 04-09-18 PROJECT NO.: 00026 1 _L4 44�L 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, p�G PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY G �oyJF` gip, PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED G�OO�G' PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF �j AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE G \ ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 119 �\ THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH •O. ® ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 0�• G' y�O NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED �o' QP� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE �G' CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, V SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 000 co\ G ) Clp OTHER THAN VISIBLE PERMANENT STRUCTURES h �OtiT rO P��G COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, / G G�� RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN GO Qj, �6O 088/ B x PERMISSION OF THE SURVEYOR / ���G GP Q �° FGF J'\� X20�`` titi F o°of G �pQO .�� e Z p G QP,�Q 49 PPi, QPM I 0% ,�O 5� � OCT 2 1 2019 "INN (O _ .. co G�FL6 p0` j I C9 U o -- �t �n S 65026'53" EQ ) 49.54' S 24033'07"W ti ��:, 0-05021�) 107.80' cn 04-06-2018 FOUNDATION LOCATION �- R=275.00' -o y 167.99'(ACTUAL) `V F I NAL S U aF OR O � L=77.85' _ 09-05-2018 SANITARY AS-BUILT L — — — 11-05-2018 CONTROL MODULE, - UNITS 77-78 UNIT DESIGNATION MAP OF 2 A N F S52055'20"W DRY UTILITIES& HARVEST POINTE CONDOMINIUM 1 m m ;,A I DRAINAGE LOCATED FILE NO.:471 FILED January 09, 2018 11-14-2018 FINAL SURVEY SITUATED AT NLLJ 01-10-2019 REVISEDRIVEWAY CUTCHOGUE S 40°'52'38" E N CO w O TOWN OF 01-15-2019 UPDATE DRIVE.INFO. TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK C►T Q I O S C T.M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 45&46 25.43' co Co-� m SOUTHOLD S52055'20"W N U) - NELSON & POPE 19.37 m f s ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 Z W WWW.NELSONPOPE.COM INDIVIDUALSURVEYS - DRAWN BY: NP CADD ANE No.: 00026 is SCALE: � � SCHOOL HOUSE LCHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 04-09-18 PROJECT NO.: 00026 1"=30' 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, <5�v�' N PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY �Q -yJ �� G PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED C'l� 0 J °, PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF �QaG ! �,q AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED.THE .�16� ~- aGGO ^ _(�V \ ALTERING ENGINEER ORLAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND lb 7!i �j,,PC'` p THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH G �Q Y G'V ® ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION ��hh ,�O ��^O� ra n�h py �� ��^' ^R• \O40njh'h COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 5'O!Q- �lLV�<C�� AA, ? fs SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY O , h p 13.L`' S� R. ` 7f' T� \� Z NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS V S Cb* G•Jp ^ S�O-/y , / OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED NQ ry 1 q 7>QN ^ ^� OIG �\ .C�/ ( UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED �Q J ^ O �GO SFR�29 !y SIP, AS TO ACCURACY,EXISTENCE,EXACT LOCATION.TYPE OR USE,ACTIVE OR INACTIVE 5p.1 ��p�S O 'j; ° / L r ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN ® QQ, ti TPS. Q� / !G b, y�,l PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED Q\ nj C / �ypC9 Gy '� TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS t GO p�y �OO�LJ, Q�GO O ` G' ?B �' 11 THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP 4t9 C,R ti• GP CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR FURTHER DESIGN '� '°' Y" / G �.� ryry. A ,�G Gk, PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE.OR SUB SURFACE L O 9 //� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS.WATERCOURSES, U) ® -,�j C7 p� ,,p� �GO�/ s�. GFR S%G�/� Q, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS -L � �G ��C'�,� //,yo?° •e9 / C� OTHER THAN VISIBLE PERMANENT STRUCTURES amt L„yr z7 10 a(p ,f" ,�a•Ocu ce !Q-Q�?3h�,`? / c�y0 ' G F\ -9G sF O//�G COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS �`°` O SO• 5��V���'�� �// � \(i RR RESERVED.�v RECORDIING OR BY ANDY OTHIER MEANS.ORS DRAWING A STORED,PROCESSED ORY BE REPRODUCED BY TRANSMITTED LrJ N 4: Q' �� � �G��` \\ GP QS�CG� F Oe JQ� , Y� j7((�� IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN &pmt ca Q 0 S= J\ ' C9�lG ���, �\O} /oQG -`� PERMISSION OF THE SURVEYOR ULU w O p� e?� I��. BO (j• QQ-// 1��1 �e•...�^"� ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT ����a 1 Gp / ` SHOWN y� O) &�9 `� } ALL SANITARY PIPING 4-SDR-35,TYPICAL FEB 1 3 2019 du Q lijf'Lil dC en le cn Z co ® oma® - �` �' /� �O` �J� - TOWNOF >< C14III e C is L � � C) � ops / �� _ Of NEW a_ QA [t! ��ava, z Iaf 9 4 �_ k O 0.06021 ¢� ® LAND 1 1 ` 04-06-2018 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY FOR 09-05-2018 SANITARY AS-BUILT UNITS 77-78 UNIT DESIGNATION MAP OF SANITARY SYSTEM AS-BUILT TABLE 11-05-2018 DCONTROL RY UTILITIES&LE' HARVEST POINTE CONDOMINIUM 1 STRUCTURE NAME I TIE A TIE Bi � DRAINAGE LOCATED rY UNITS#77-78 JAN FILE NO.:471 SITUATED D Aanua 09, 2018 11-14-2018 DRIVEWAY INFO ST-1 40.4' 25.9' SUFF.CO.HEMTH SERVICES 12-06-2018 LOCATEELEC.&GAS CUTCHOGUE ST-2 43.1' 30.0' 11 G�Ts VIA G'T" q MGM OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ff 'ICE C` VIA 6 WATER MGM 12 19 2018 REVISED EFF.DEPTH S.0 T.M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 45$46 LP 5 2.9 46.6 AND HABITABLE AREA I REVISED VIISEDHENTH NELSON & POPE 01-09-2019 REFERENCE ENGINEERS & SURVEYORS HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S Ir NUMBERSANDARENS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 UNITNo. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOD AREA _.".-_ - WWW.NELSONPOPE.COM 77 R10-17-0131 1,999 S.F. 486 S.F. 2,485 S.F. INDIVIDUALSURVEYS DRAWN BY: NP CADD No.: 00026 IS SCALE: 78 R10-17-0132 1,999 S.F. 486 S.F. 2,485 S.F. CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 1"=30' DATE: 04-0948 PROJECT NO.: 00026 a m � _ t• �f � � f�i s t a V - f. • • �„�.a�gsfdtiiasa amu'�! a±i�!!s ►•ice. .� i \ 1 ' rt • \\ 2E r a . a fi a 4' ^ j rte. ,�St` "" z �' e gt .�, ,� �����4• � '. "TM s•xp,�;� ' Z. '� i�,` y�'iii- -h ���'U�cr^• «'^ '�**;,a `�'w^ 10 �,eY i � ��v `°i _' �4 x �`�) ,e'-•ku� ted=• � 1 .# .1' :`�°^R.,FO , '�.�:e3 �YR`Sa,�y.a- � .y��r{{i»` z•'.�.,�'� ( ! .�.•r.:,.,3R�' :i';4''`"" ,� ,�.r�j pr ., +�'r®x�2r"di���'� s '1•:x,rG+s. y�'c'"C�y",,.�:n _ � t� t y..,y5„ -a"xr;.:> _",4, ,*4=i».+ :1'S.'r� .;.e`er': f ,y,•, {r f,. - _ i`;;:!_::i,.t:x:` z„� - �:i C• _ � z a %:, y`,;,.�jS�F��;�. r�r`J ^��' E{^= ..�-d,.,•�..•-'� ~~ Y�.�`,y" °�; I `-'�'i�:3.n� � - �, '} ,,'t',:�,i�`:� =.�i���.*iF�`�ydr;.-:''_ 'i sS' _ _ _ ..�4r! � h>i ;`�; 'r"':;,'`...�✓":u.. 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N ,.,F.sr"n `M.M= ..4,7.+•x':^`" _ q�:� Yt r�.—.c z �e} �%[','_ •k J-� :.=� ),,��,} f�.�, .�'.dfak" ^,".baarizv.' aimrS f•Y-•?kR HARVEST POINTE AT CUTCHOGUE i 1 211 81201 8 , I 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,any other Solid Window Covering Screen Windows only (as shown) Composite Trim Mahogany Frames for Screens �' t Fiberglass Screen ,Mahogany Framed Door with Screen w M t PLUMBER CERTIFICA T tCi( O�frL`EAD'CONTENT BEr-�,i ,, CERTIFICATE OF JCCUFA!"":V SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. APPROVED ASNOTED DATE: 3 ' B.P.# ��� � 'PLUMIBING 19 ab ALL PLUMBING WASTE FEE: 4 �• NBY: ",�,�&WATER LINES ,, _ �; NOTIFY BUILDING DEPART AT �,P TING BEFORE CG 'L`' r' 765-1802 ' 8 AM TO 4 PM FOR THE' FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED ',FOR POURED CONCRETE TRUSS PLACARD114G REQUIRED 2. ROUGH FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ELECTRICAL ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. All exterior lighting COMPLY WITH ALL CODES OF installed,replaced or NEW YORK STATE & TOWN CODES repaired shall conform AS REQUIRED AND CONDITIONS OF to Chapter 172 of the Town Code SOUTHOLD TOWN PLANNING BOARD MTEES Fire separation required as per NYS Code OCCUPANCY OR Must provide Manuals USE IS UNLAWFUL NYS J and S as per NYS Energy Code -WITHOUT CERTIFICAT OF OCCUPANCY Blower door and ductwork testing required. PP 9 P P P S�cf18q R tib °�2'iaR4 8 P 9 p g TABLE R405.1 R302.12 Draftsto rn . In combustible construction where there is usable s ace both above and below the concealed s ace of a 915.2.3.1.1.1 A carbon monoxide alarm shall be rovid a st n a Slee in area, within 15 feet of the Slee in area. More l:_ 2017 YORK STATE U IFOR 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 T�� e rb mon xidef $�a m s.alk b o i ft were rbet e�s�gryd qui ss r # t o sl e c o re than Properties of Soil Classified According to the Unified Soil Classification System ♦- 2017 NEVY YORK SPATE CODE SUPPLEMENT ( J Iso s I c g c o e n e m Ia gV1 �peph��Io�i, coli �r`QPti�nr �n�it sic l ailtOr�o fob�n Z PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017 Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor as'ti( a�pp Iao sX°0( b argon o�i�ixl�e d5� SOIL UNIFIED SOIL CHANGE W 2017 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE membrane above and a ceiling membrane below, draftstopping shall be provided in floor ceiling assemblies under the following � e ,1,1,2 a6�f $nafla naelflLlfi r shnalch g�sro�ir��dc aI o o}h°tP n#aims �gFbodl drl�nao id ss {rc� P CLASSIFICATION SOIL DESCRIPTION DRAINAGE FROST HFAVE �-!�( GSI' Kc� �rli� r�� �dFn Fpp tIc I s a I n o la I I 'sulatio corn onent d livered GROUP SYSTEM POTENTIAL o 2017 NEW YORK SPATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOO AS THE 2016 NYSECCC, REMISED AUGUST circumstances: 9 .2 .3 dtFfAn�o�r °§fat`vB lil9�h@nt�d 'tr�t"9,�1 rb$ F ISE Ic'�h ibtki r �r '7) c� g In one SYMBOL CHARACTERISTICS POTENTIAL EXPANSION Z) y °I'Rai4Lr#ad�fir�rS YI P r@ic stS}S , P8811�° 2. Floor framing is constructed of truss-type open-web or perforated members. RrerMffC@�tRfnthVAgR%fttWp e14r4AP�e &h?e (iRt6teRiieh@@Wt 4 �vtll4.c I %A, #Ru2$r uiPeAnttf?d (3) are not covered by GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U 2016, EFFECTF F OCTOBER 31, 2017 y LITTLE OR NO FlNES GOOD LOW LOW Q 3 R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. R316.4 X81 �b 1 lRfle�gclttl�r�ls`I'2owed in Section R316.5, foam lastic shall be se orated from the interior of a buildin b U 2016 NYSRC (2015 IRC 2ND PRINTING) P P 9 Y GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 0 a; 2016 NYSEC (2015 IECC 2ND PRINTING) 8r�5.2.3.3.1 f}jp®IT g ug �n {�q @fja�r f EhlQ gph,lwc�t rd, GooD Low Low fl LnGR EL NO FINES TIRE 19 NYCRR PARTS 1220 TiiROUGH 1228, 1240, 1264 AND 1266 AND PARI' 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, GOOD Low LOW O N E 2 provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside LITTLE OR NO FlNES L M m SECTION R101 1. Attic access is required by Section R807.1. � in v L of the floor framin member. sP POORLY GRADED SANDS, OR GRAVELLY SANDS, r- g 2, The space is entered only for purposes of repairs or maintenance. Lf1TLE oR No FlNES GOOD Low Low („) +r � Exceptions: � ' U ? � R101.2 The rovisions 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 GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES O MEDIUM Low N I against ignition using 3/8 inch gypsum board. sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW � ). P movement, enlargement, replacement, repair, equlipment, use and occupancy, location, removal and demolition of detached one and R316.5.111 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the - two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Section R303 erimeter oist s ace without the thermal barrier s ecified in Section R316.4 sub ect to all of the followin cc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low esso structures not more than three stories above grade plane in height. Light, Ventilation and Heating P # P P J 9 7 V `�' `6 "' and their ace ry SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW O L X M 1. The thickness of the foam plastic shall be not more than 3Y inch. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS Wrni MEDIUM HIGH Low = � 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. 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or SLIGHT PLASTICITY GROUP 2 ❑ t` � the top of the wall, unless supporting a surcharge. Exceptions: less when tested in accordance with ASTM E 84 or UL 723. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, U M c i 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM � a, R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to ventilation system is installed in accordance with Section M1507. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS To Low location on property, the building official shall require an inspection of such construction after lathing or gypsum board or gypsum 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial tight is provided that is capable R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. ane) roducts are in lace, but before an laster is a lied, or before board or ane) oints and fasteners are to ed and of roducin an averse illumination of 6 footcandles 65 lux over the area of the room at a hei ht of 30 inches above the a p p p Y P PP• P J P P 9 9 ( ) g Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the finished. floor level. wra ed with aluminum flashin +' ; R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the PP g' - founda,Io I at all points a minimum of 4 inches where masonry veneer is used and a miniimum of 6 inches elsewhere. I vel shall be rovided with an artificial Ii ht R317.1 Location required. Protection of wood and wood based products from decay shall be provided in the following locations by the R404.1.7 Backfill Placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been 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 e p g use of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced submitted to the building official prior to the finial inspection. source located at the bottom landing of the stairway. preservative and end use. height of fill exceeds 4 feet. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in Section R405 Foundation Drainage Section R305 accordance with AWPA M4. Z R202 Definitions: R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and 0 Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that Ceiling Height R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and - enclose habitable or usable spaces located ,below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or 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 preservative treated wood and fire retardant treated wood shall be in accordance with other a c,vd s stems or materials shall be installed at or below the area to be rotected and shall dischar e b ravit 0 P 9 PT'r- Y P 9 Y 9 Y (,� envelope. rooms & laundry rooms. this section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven or mechanical means into an approved drainage system. n Mezzanine: An intermediate level or levels between the floor and ceiling of any story. Exceptions: fasteners shall be in accordance with the material requirements of ASTM F 1667. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel W Windborne Debris Region: Areas within hurricane)-prone regions located within 1 mile of the coastal mean high water line where 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. the ultimate design wind speed (Vutt) is 130 miph 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 W 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 ive to the re uirements in Section R301.1, the followin 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 Damp ofed, g 0 R301.1.1 Alternative provisions. As an alternat q 9 R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed), foundation walls that retain U i n with these standards the ecified in Sections R308.4.1 throu h R308.4.7 shall be considered to be s ecific 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 limitations of this code and the limitations therein. Where engineered design is used in conjunct o R308.4 Hazardous locations. The locations sp 9 P earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the � design shall comply with the International Buildirng Code. locations for the ur oses of lazin by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. P P 9 9' Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole footing or tb) 6 inches below the top of the basement floor to the finished grade using aI bituminous coating. 1. AF&PA Wood Frame Construction Manual (VNFCM). (2015 EDITION) R308.4.2 Glazing Adjacent to doors. Glazing in xp individual fixed or operable panel adjacent to s door shall be considered to be a or other sign or means shall be used to identify the structure. Address identification shall be maintained. hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled writh porous fill up to a height of ~O m R301.1.3 En ineered desi n. Where a building otherwise cconventional 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. g g Section R321 Elevators and Platform Lifts one-hc!f of Phe backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MAIL polyethylene to permit water Z R301 or otherwise not conformin to this code, these elements shall be designed in accordance with accepted engineering practice. 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge F seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be lxackfilled with the same t e of /) 9 � VJ The extent of such design need only demonstratte compliance of nonconventional elements with other applicable provisions and shall side of an in-swinging door. R 321.1 levators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall YP ❑ com I with ASME A17.1 CSA 644. soil as was removed during excavation. be compatible with the performance of the conwentional 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 P Y / 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 hazardous location. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of ventirig per 150 s.f. of floor area unless ground 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 ventirng per 1500 s.f. floor area. [-4 Install vents within 3 feet of each corner of foundation. [[�� the ultimate design wind speed in Table R301.2((1) as determined from Figure R301.2(4)A. 2. Glazing 36 inches or more measured horizontally from the walking surface. R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". Zones, as established in Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and TABLE R301.2(1) structures in floor hazard areas, shall be desi ned and constructed in accordance with the rovisions contained in this section. CLIMATIC SAND GEOGRAPHICAL DESIGN CRITERIA Section R310 Emergency Escape and Rescue Openings 9 P �4 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 Air Mean the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be R502.2.2 Blocking and subflooring. Blocking for fastening panel edges ti fixtures shall bl a ng imuim of utility grade lumber. FLOOD EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) Subfloorin shall be wood structural anels as s ecified in Section 503.2. Fireblockin shall) be of an rade lumber. O SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT HAZARDS Freezing Annual designed and constructed in accordance with ASCE 24. 9 P P 9 Y 9 .. LOAD (mph) Effects Wind bourne DEPTH TERMITE DECAY p g y p p g q p g Y p CATEGORY WEATHERING TEMP REQUIRED Index Tem R310.1 Emer enc esca a-and rescue o enin re uired. Basement shall have not less than one o erable emer enc esca a an rescue " R 322.1.E Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48 o.c. max. where bearrn is not located under wall to � r T , Region Debris opening. unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that allow for piping or vents. W w zone 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. 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 (n The net clear height opening shall be not less than he inches and the net clear width shall , not less than 20 inches. R 322.1.E6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, than 3 inches on masonry or concrete except where supported by the use of approved joist hangers. MODERATE SLIGHT TO 10 20 130 NO (B) SEVEIRE 36" De rees Yes X 1500 R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not air conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or R502.7 Lateral restraint at supports. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to - TO HEAVY MODERATE g more than 44 inches above the floor, where the sill height is below grade, it shall be provided with a window well in accordance PP Y Y P 9 Y above the elevation required in Section R322.2 or R322.3. band or rim joist. m V J �../ with Section R310.2.3. R301.2.1.4 Exposure category. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural ❑ suburban areas wooded areas or other terrain with numerous close) s aced obstructions having 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 lumbin fixtures; ducts stems; and other service a ui ment is ermitted below the elevation re uired in Section R322.2 or lue-laminated members cross-laminated timber members or I-joists are rohibited exce tt where ermitted W 1. Exposure 8. Urban and Y P P 9 Y g P P g size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be fully R322.3 rovided that the are desi ned and installed to revent water from enterin or accumulatin within the com onents and g P P P by the 1� o ened. P Y 9 P 9 9 P manufacturer's recommendations or as shown on these drawings. J 2. Ex osure C. 0 en terrain with scattered obstiructions having a height less than 30 feet extending more than 1500 feet. P to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding R502.11.1 . Wood Truss Desi n. Wood trusses shall be desi ned in accordance with a roved en ineerini ractice & be re ared b a P P i d 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 design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the 9 9 PP 9 .9 P P P Y Exposure D extends downw n p y P ry 9 registered truss design professional where required by the statues of the jurisdiction in whicch the project is to be 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. constructed. inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center vertically for pp Y ry g y P pp y y g U Exposure D extends downwind 600 feet from the unobstructed area. R 322.1.,7 Protection of water su I and sanita sewn e s stems. New and re lacement water su I s stems shall be desi Ped to the full height of the window well. minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this,code. with sto hei hts not exceedin 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 Section R506 Concrete Floors (On Ground) Z) F � R301.3 Story Height. The wind provisions of this code shall apply to buildings ry g g R 322.1.'18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall F- by Section R405.1 or by an approved alternative method. coverin s below the elevation re uired in Section R322.2 or R322.3 shall be flood damn a resistant materials that conform to R506.1 Concrete scab on grades to be nlin 3-1/2 inches thick. laterally unsupported bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to g g g Q d hat sto hei hts are not exceeded. An en ineered desi n 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 (- exceed these limits as permitted w Chapter 6 provisions, provide i ry g g g soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation blast-furnace a!ag passing a 2-inch sieve shall be placed on the prepared subgrode where; the slob is below grade. � shall be provided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in R311.6 Hallways: min. 36" clear width. shall: l- Exception: Abase course is not required where the concrete slab is installed on well-draiined or sand-gravel mixture soils Z accordance with the International Building Code. R311.7 Stairways 1. Be used solely for parking of vehicles, building access or storage. classified as Group I according to the United Soil Classification System in accordance with Table R405.1. W R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints flapped not less than 6 inches 2i r tin townhouses shall be assi ned a fire-resistance ratin in accordance with Section R302.2, required headroom height. Handrails shall not project more than 4 X inches on either side of the stairway and the clear width of 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the shall be placed between the concrete floor slab and the base course er the prepared subglrade where no base course Z) R302.2 Townhouses. Common walls sepa a g 9 g exists. The va or retarder is not re uired for Gara es, utilit buildin s and other unheated accesso structures. U 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. P q � 9 Y 9 rY O 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: 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 g Section R602 Wood Wall Framin 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 be fastened in accordance witth Tables R602.3(1) through R302.4. R311.7.5.1 Risers. The riser hei 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 confirrm 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 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. finished.exterior grade immediately under each opening. R602.3(3).- 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 Tin 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. EXTERIOR WALLS � R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom DIISCRIPTION _ AS)TENING (a,b,c,d) = of the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade 1. BLOCKING B'cilh"r.E%. 'JISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL MINIMUM MINIMUM FIRE Exceptions: beams and bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is _ EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the turn. higher. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL Iii - - r - 00 WALLS FIRE-RESISTANCE RATED 1 HOUR <5 feet R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in NOT FlRE-RESISTANCE RATED >_5 feet 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o N (M allo N and the walkfine radius is not greater than 244 inches. Each tread shall have a depth of not less than 6J inches at the wafkline. coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. OVER PARTITIONS PROJECTIONS FlRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >-2 feet to <5 feet All treads shall be identical, and the rise shall not be more than 94 inches. Headroom shall not be less than 6 feet 6 inches. -- 4. CEILING JOiST'TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL TABLE R302.1(2) R 311.8 Ramps. Section R325 Mezzanines _ EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical R 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 tOD EACH FACE NAIL MINIMUM MINIMUM FIRE in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER'' TOE NAIL 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 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL more than 1 unit vertical in 8 units horizontal 12.5 ercent floor area of the room in which the mezzanine is located. WALS FlRE-RESISTANCE RATED 1 HOUR 0 feet ( P )• RAFTERS 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 z z z z z z 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 sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the Exceptions: 10. BUILT UP HEADER, TWO PIECES 0 O O O 0 0 16D COMMON AT 16 O.C. ALONG EACH EDGE FACE NAIL 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 cn cn cn in cn V) including wall extensions through and separating attached enclosed assessor structures. 11. CONI1N000S HEADER TO STUD FOUR SD COMMON. TOE NAIL R302.2.2 Parapets for townhouses. , 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is aggregate floor area of the enclosed space is not greater than 10 percent of the mezzanine area. > > > > > > 2. In buildin s that are not more than two stories above rade lane and a uI ed throw hout with an automatic s rinkler 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0 C FACE NAIL of af � in its largest opened position. 9 9 P g PP 9 P / 1. The parapet shall extend not less than 30 inches above the roof surfaces. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. system in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24"SIN LAP SPICE EACH SIDE OF JOIINT) FACE NAIL Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating 3. 0 erable windows that are rovided with window o enin control devices that com I with Section R312.2.2. located. -- as tested in accordance with ASTM E 108 or UIL 790 and the roof decking or sheathing is of noncombustible materials or approved P P P 9 P Y Section R403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o r - etardant-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 fi e r R401.4.1 In lieu of a com tete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, silt 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL sand board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area P 9 9 P 9 / 9 Y � N attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and of the window unit to less than the area required by Section R310.2.1. clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL on soil that consists primarily of clay or silt or have any inorganic material or fill. FOUR BD COMMON. TOE NAIL any openings or penetrations in the roof are mot within 4 feet of the common walls. 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is Section R313 Automatic Fire Sprinkler Systems R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. throughout with an automatic sprinkler system. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment Z W R302.2.4 Structural inde endence. Each individual townhouse shall be structural) Inde endent. R313.1.1 Desi n and installation. Automatic residential fire s rinkler s stems for townhouses shall be desi ned and installed in accordance R 403.1.4.1 Frost rotection: Bottom of all footin s to be at least 36" below rade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"0/C TOE NAIL Z p y ' p 9 P Y 9 P 9 9 W 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'\,IRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER U Exceptions: 0 1. Foundations su ortin 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 fess in height and constructed 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL 0 r PP 9 shall be equipped throughout with an automatic sprinkler system. with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. , " O 0 m 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 R313.2.1 Desi n and installation. Automatic residential fire s rinkler s stems shall be desi ned and installed in accordance with Section 31. WOOD STRUCTURAL PANELS: RAMIN OR, 6D COMMON WALL 6 o/c at edges and --1 0 R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having g P Y 9 R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored ROOF, AND WAIT SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated P2904 or NFPA 13D. with h inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into floor ceilin and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. 8D COMMON (SUBFLOOR) supports (see note f) 0 decks and round floor atios of There shall be a minimum of two bolts er late section and located not more than 12" or less than 3.5" from the end of Z 0 o / 9 Balconies and decks. S rrnkler rotection shall be rovided for exterior balconies, P P a. All nails are smooth-common, box or deformed shanks exce t where otherwise stated. Nails used for framin and sheathin foundation to the underside of the roof sheathnng. P • P P 9 P P 9 9 Exceptions: dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall each plate section. Plates shall be protected against decay and termites. connections shai; have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), 0 istance ratin of hour shall be •ermitted in buildin s e ui ed throw hout with an automatic s rinkler s stem installed be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural members and a TABLE R404.1.2(1) 90 ksi for shvink diameters larger than 0.142" but not larger than 0.177% and 100 ksi for shank diameters of 0.142" or less. (n w 1.A fire res g p 9 g PP 9 P Y 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) ~ in accordance with NFPA 13. Minimum Horizontal Reinforcement for Concrete Basement Walls y Y P PP Y W o 8302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section 8302.3, the supporting joist construction. f. Intermed:oie supports shall be spaced 6 inches on center for a minimum of 48 inch distance from rlidges, eaves and gable end 0 Z construction of such assemblies shall have an equal or greater fire-resistance rating. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. a Section R314 Smoke Alarms HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ , LU R302.5.1 Opening Protection. Honeycomb-core steel doors not fess than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a WALL (FEET) self-closin device. Doors from arae into habitable s ace: 45 min. fire rated with self - closin device. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus W � 9 9 9 P g 5 8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 110 feet shall support a maximum ui U 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. of two flcor•'plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or � � ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply R314.3 Location. Smoke alarms shall be installed in the following locations. >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with 0 m with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 1. In each sleeping room. not more, than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on _z center and 20 feet where s aced at 12 inches on center. z shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. P � � � R302.6 Gara a walls: 5 8 inch t e X sum 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. 'Flood stud walls shall be capped with a double top plate installed to provide overlapping at corners and Z W � v 9 / YP 9YP TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates U' 0 0 U) areas. contains a bathtub or shower. R302.6 Gara a ceilin 5 8 t e X sum board R314.3.1 Installation near cookin a liances. Smoke alarms shall not be installed in the followin locations unless this would revent MINIMUM VERTICAL REINFORCEMENT BAR need not occur over studs. Plates shall be not less than 2 inches nominal thickness and (nave a width not less than the (q ...I...I ........... 9 9 / YP 9YP 9 PP 9 P width o. the studs. W r 8302.9 Flame Spread & Smoke Density Index. 8309.2.11: Wall & ceiling finishes shall have a flame spread classification of not greater than placement of a smoke alarm in a location required by Section 8314.3. size AND SPACING (INCHES) 0 r. `�FZ-D,q Wall & Ceilin finishes shall haver a smoke develo ed index of not reater than 450. 1. Ionization smoke alarms shall not be installed less than 20 feet 6096 mm horizontal) from a ermanentl installed cookin MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF 8602.6 Drilling and notching of dimensional lumber to conform to sections 8602.6, 8602.6.1, and 1Figure 8602.6(1). Notching & n1C 200. 830.9.2. g P o ( ) y P Y g WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior U lr� �z0� T C ?' R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: appliance. (FES (FEET) Do not backfill with any soil containing silt or clay. non Learing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie l- C y 1. In concealed spaces of stud walls and partiitions, 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 fess than 10 feet (3048 mm) horizontally from a , Q J�� 1:; - C1� WALL THICKNESS (INCHES) fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers p follows: permanently installed cooking appliance. s ecifications for en Ineered roducts. fi ure 8602.6.1 mi t - s 10 12 P 9 P ( i9 ) O 1.1 Vertically at the ceiling and floor levels. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking B 7 NR NR NR `- W ,�' �J 2 1.2 Horizontally at intervals not exceeding 110 feet. appliance. _ _�- 2. At interconnections between concealed vertical and horizontals aces such as occur at soffits,;dro ceilin s and cove ceilin s. 4. R 314.4 Interconnection. Where more than one smoke alarm is re uired to be installed within an individual dwellin unit in s 8 5 O 41 NR NR U -A t-, Y > P P 9 9 q 9 rA �w,o' 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 s s o 41 5 m 22 NR 1i Section R302.7. activate all of the alarms in the individual dwelling unit. NR denotes no reinforcing required. ❑ 4. At openings around vents, pipes, ducts, cablles and wires at ceiling and floor level, with an approved material to resist the free Locate vertical bars %" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. l �'� . �w �O 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. J NUMBER 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. shall be listed in accordance with UL 2034 and UL 217. 0 1 6 0 2 3 . R302.11.1 Fireblocking materials. Except as provided in Slection R302.1, Item 4, fireblocking shall consist of the following materials. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. 1. Two-inch nominal lumber. R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the T T� � W 2. Two thicknesses of 1" nominal lumber with (broken lap joints. following conditions exist. v U) SHEET NUMBER 3. One thickness of 23/32 inch wood structurail panels with joints backed by 23/32 inch wood structural panels. 1. The dwelling unit contains a fuel fired appliance. Q 2 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. W 5. One half inch gypsum board. 7 7 6. One quarter inch cement based millboard. 915.2.3.1 One Family Dwellings. //// ���JJJ Z 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely 915.2.3.1.1 Buildings constructed on or after January 1, 2008. W retained in place. COPYRIGHT GRCH ARCHITECTUIRE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetratingexterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the (n Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (o,b,c) wall by one of he following methods: P P P P TRUSS IDENTIFICATION SIGN I- N1101.11.1 (8303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z ULTIMATE DESIGN the perimeter of slob-on-grade floors shall have rigid, opaque and weather--resistant protective covering to prevent the degradation P PP P P W MINIMUM NAIL PANELNAILWIND SPEED V ult P g gP g P g 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD E (mph) of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 O MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage Z) y WOOD NOMINAL PANEL STUD SPACING than 6 inches (153 mm) below grade. from the tank will cause damn a the tank shall be installed in a an constructed of one of the following: U SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE 9 P g 6 DIA. EDGES FIELD CATEGORY N1101.14 (8401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted REFLECTIVE RED O (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. U 0 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. PANTONE (PMS) /187 � a? B c D TABLE N1102.1.2 (8402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z IZ s 8d 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. COMMON co CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath a gas-fired water heater. O :3 � 2 8602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior waco lls that support roof rafters Or trusses ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE (including stories below to 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 ( g P ry) R-VALUE Section U101 Scope EFLECTIVE � �I"� U �cv� � forces in accordance with accepted engineering practice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. M WHITE � � N} I . 4�CNET 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 "c�o R in Z R802.11 Rafter or truss uplift force. Section U102 General Definitions " z L_ nU) •- rn For rafters at 16 o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B 1/4 O Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a 1/2" Q w M C? San ft 12 18 24 28 32 36 42 48 N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the U ro P ( ) roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such solar photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE � w Uplift Force # 117 149 182 203 226 247 281 314 / 9 Y P q q COMPLIANCE WITH 19 NYCRR 1264 ❑ = ti 00 Increase x1.09 for itch < 5 12. Increase x 1.5 for 24"o c spacing. Increase x 1.32 for 140 mph. roof/ceiling assemblies shall be R-30. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to M p / / P 9 P Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHAH CONSISTS OF A CIRCLE 6"RJU U 500 sf (46 mz) or 20 percent of the total insulated ceiling area, whichever is less. � <c i R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER,WITH A SIM WIDTH OF 1/Y.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN (0 accordance with ASTM C 1002 and shall penetrate the wood not less than 5 8 inch. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl y y q ( ) COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE 0 P / spaces shall be weatherstri ed and insulated to a level equivalent to the insulation on the surrounding surfaces. U103.3 Solar-read zone area. The total solar-read zone area shall be not less than 300 square feet 27.87 mz exclusive ofP4 P PP q 9 MATCHING SYSTEM(PNS)X187. a 8702.4 Ceramic Tile. mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration SECTION 1265.4.SIGN OR SYMMBI 8702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of requirements of Table 81102.1.2 based on the applicable climate zone specified in Chapter 3. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 mz) materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the 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: PROVIDE),HOWEVER,THAT: IS AFFIXING THE SIGN OR ;4 TABLE R702.4.2 subfloor decking. P ( ) q ( ) SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY Backer Board Materials back areas as required by the International Fire Code. PROVIDING ELECTRICAL SERMCE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL N1102.2.9 down(R40o 1 Basement walls. Walls associated with conditioned basements shall is insulated from the top with the basement wall U 103.4 Obstructions. Solar-read zones shall be free from obstructions, includingbut not limited to vents chimneys, and roof-mounted TO BE AFFIXED TO THE ELECTRICAL BO THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned Y y ' >4 GLASS MAT GYPSUM BACKING PANEL ASTM c 1178 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. equipment. WAIL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE Z 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 SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE Or A CERTIFICATE NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. construction documents. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE O NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance With UL 127, the doors shall be tested F- U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole WOOD ROOF TRUSS SPECIFICATIONS: and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in U "TABLE 8703.8.1 circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE Z) Allowable Spans for steel lintels supporting mason veneer , accordance with UL 907. TABLE N1102.4.1.1 R402.4.1.t P pp (load) P INTERNATIONAL BUILDING CODE. p pp g ry ( ) positioned at the opposite load end from the input feeder location or main circuit location. 0� SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES Air Barrier and Insulation Installation NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. 1-- a,c 0"Ch-) ABOVE ABOVE ABOVE 13x3x1/4 6'-0• 4-s• 3'-0• GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z - 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 p EQUATION 16-8 O L400/4 6'-0• 5'-0' 4'-6' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. ( ) least one receptacle outlet is required for each car space in a garage. D + L (EQUATION 16-9) U 1.50.5x5/16 10'-0• e'-o' e'-o• CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3902.11 Location of GFCI outlets. All GFCI outlets must be laced in reads) accessible IOCatIOnS. D + $ GAPS IN THE AIR BARRIER SEALED. P Y (EQUATION 16-10) 1.60.5x1/4 14'-0• 9'-6• 7'-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL E 402.14 Toriper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + .6W (EQUATION 16-12) O /1 BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) LL Ln a. long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION MID 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 ` ' J „ THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. Q c. Minimum bearing to be 6 . KNEE WALLS SHALL BE SEALED. Z I , 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 MIND SPEED) IN EXPOSURE ``vJJ 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. 1. Minimum of 4 inches 102 mm above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: [� ( ) DESIGN LOADS: 8703.12.2 Flashingat foundation. Acorrosion-resistant screed) or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized 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 BUILD UP LOADS AS REQUIRED BY 9 ( ) 9 9 9 GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR plastic with a minimum vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) THE FOLLOWING LIVE LOADS: TABLE 8 F S ASCE7-10 , TCDL = 15 PSF, BC CELLS.F, AND BCDL = 10 PSF. 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 stlud walls in accordance with Section 8703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) SPACE SHALL BE SEALED. ALLOWABLE GROUND SNOW LOAD 2oPSF FROM FIGURE R3o1.2(5) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTIONOF THE LESSER L 360 OR .75". r GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION OF / and walls closer than 10 feet (3048 mm) to a buiilding on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS �� Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 1./180 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN THE DRYWALL DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: O R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting with no finished ceiling attached to rafters SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. construction for the steel angle shall consist of nolt 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. wood member abutting the vertical wall stud constrruction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC w/0 STORAGE: 10 PSF Floors and Ceilings w/ brittle finish L/360 3. REQUIRED BEARING WIDTHS. F- w lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. LU 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. U) feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage 4.3. BOTTOM CHORD LIVE LOAD. p R703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior walls with plaster or stucco finish 1./180 4.4. BOTTOM CHORD DEAD LOAD. m and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Po) pressure differential. All EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. CA \./ minimum tie size= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from 4.6. CONTROLLING WIND LOADS. ❑ T 1 seismic provisions of code per R301.2.2 Exterior walls with flexible finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. P4 O tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center horizontally and C402.4 (8402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple p p ) 6. EACH REACTION FORCE AND DIRECTION. 24 inches on center vertically. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL- 2,000PSF 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 OF EACH JOINT CONNECTOR > �� R703.8.5 Flashing shall be located beneath the first course .of masonry above finished ground level above the foundation wall or slab and at Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. EXCEPT WHERE SYMMETRICALLY other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with Section N1103 (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. P4 r , section R703.8. Systems of building footings. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. v 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 8703.8.6 Weepholes shall be provided in the outside Wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall ? [___, not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. �1 N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall TABLE R301.2(2) TWDOIMAIg1" MKSCWMMSORCES IN THE TRUSS MEMBERS. I-- be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points atPfD08EQ REf�l9$N TE19TiATJRU86 ME9RA18FEDBM11-OQ111011MG LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF Q 8801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain Door And Window Required Design Loads: THE INTERNATIONAL BUILDING CODE. F- drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. zone temperatures down to 5TF (13Y 'C) or up to 85 P y P y P y All exterior windows and doors shall meet minimum wind pressures � '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: f" 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 79F (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 Z p ( ) (EQUATION 16-8) R802.3 Framing details. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directlyW N1103.1.2 (8403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe D + L (EQUATION 16-9) opposite from each other with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE 2 and not less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, Z) inch (51 mm) 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 S inches 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 0 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. +17.44-22.0 +20.2/-26.5 TCLL - 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 50 S.F. +16.3 -20.0 +19.0 -23.0 R802.3.1 Where ceilingjoists or rafter ties are not provided,, the ride formed b these rafters shall be supported b a wall or girder where less than 3 inches (76.2 mm) in diameter. TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF 1./480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF 1./360 OR .75". j P 9 Y PP Y 9 100 S.F. +15.5 -19.0 +18.0 -22.0 designed in accordance with accepted engineering (practices. Exception: Ducts or portions thereof located completely inside the building thermal envelope. TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 9 P P 9 ( ) g (Mandatory). comply Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the 8802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated N1103.3.2 8403.3.2 Sealin Mandato Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall com I with either DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: coefficient in Table R301 t tcoe . adjustment members, cross-laminated timber members or I-joists 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 a2(3). 1. DEPTH, SPAN, AND SPACING. applicable. Plus sign signifies pressures acting toward the building surfaces. recommendations or where the effects of such alterations are specifically considered. Constructions Codes as a pp'lMinus sign signifies pressures acting away from the building surfaces. I 1 2. LOCATION OF ALL JOINTS. R802.8.1 Bridging. Rafters and ceilingjoists havinga depth to thickness ratio exceeding6 to 1 based on nominal dimensions shall be Exceptions: 3. REQUIRED BEARING %TDTHS. supported lateral) b solidblockin , diaonal bridging wood or metal or a ontinuous 1 inch b 3 inch wood strip nailed across P 4.1. TOP CHORD LIVE LLOAO�D OR SNOW LOAD. pp y Y 9 9 9 9 ( ) Y P 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. 4.2. TOP CHORD DEAD LOAD. the rafter or ceiling joists at intervals not exceeding 8 feet. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall 4.3. BOTTOM CHORD LIVE LOAD. r R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O" 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. Iii _� Connect with tecos for header joist spans of 6'-0" and greater. button-lock types. ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ¢ N N r- N o6 8806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 0 N " 06 cls N1103.4 8403.4 Mechanical system piping insulation Mandato Mechanical s stem piping capable of carrying fluids above 105'F 41'C A.B. ANCHOR BOLT . EACH REACTION FORCE AND DIRECTION. than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. ( ) Y P P 9 (Mandatory). Y P P 9 P ry' 9 ( ) D.S.D$ DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED . or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). ADJ. ADJACENT ADJUSTABLE EXCEPT WHERE SYMMETRICALLY 9 9 equipment 9 A.F.T. ABOVE FINISH TREAD E. EACH L� LOWER RNG RANGE Heatin and coolin a ui ment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section 8807 Attic Access with ACCA M_�'jal J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation E.J. EXPANSION JOINT L.T. LAUNDRY TUB R.O. ROUGH OPENING 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a methodologies. ALUM. ALUMINUM ELEC. ELECTRICAL R RISER 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. ANCH. ANCHOR MAS. MASONRY RND ROUND 10. DEFLECTION RATIO FOR LME AND TOTAL LOAD. vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall N1103.6 (8403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 � ANGLE ELEV. ELEVATION MAT. MATERIAL be measured from the top of the ceiling framing members to the underside of the roof framing members. EQ. EQUAL .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.MAXMAXIMUM 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have 0 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 automatic or gravity dampers that close when the ventilation system is not operating. EXP. EXPANSION MECH. MECHANICAL66 SHLF SHELF * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEIUNG inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the EXT. EXTERIOR $HT• SHEET ASSEMBLY, DRAFfSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL O O O O O O BD. BOARD MIN. MINIMUM attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing Section N1104 R404 Electrical Power and Li htin Systems BLDG. BUILDING EE. EACH END SIM. SIMILAR DMDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING cn &5 rn cn cn v> members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. ( ) 9 g y BM BEAM M.D. MASONRY OPENING S.S. STAINLESS STEEL MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: > > > > > > N1104.1 (8404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall MTL. METAL I - OPEN-WEB'BOTTOM F/C FLOOR COVERING CHANGE STL. STEEL � � � � � � Section R902 Fire Classification be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy BLKG. 'BLOCKINGTRUCT. STRUCTURAL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. R 902.1 Roofing covering materials. Roof shall be covered) with materials as set forth in Sections R904 and R905. Class A, B or C lamps. Exception: Low voltage lighting. F•D• FLOOR DRAIN N.I.C.NCNOT IN CONTRACT ERG. BEARING FDA. FOUNDATION � SUSP. SUSPENSION CID 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: N feet 914 mm from a lot line. Class A, B and C roofing required b this section to be listed shall be tested in accordance with Section M1305 Appliance Access BSMT BASEMENT SQ. SQUARE o ( ) 9 q Y FP FIREPLACE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF !R 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 COMPLY WITH ANSI PI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR p p p p p P FRM FRAME T & G TONGUE AND GROVE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. STAMPED BY roof coveringshall 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 FT. FOOT / FEET TGS TOP OF GRADE SLAB * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID photovoltaic panels and modules shall be installed in jurisdictions designated b law as requiring their use or where the edge of (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. COL COLUMN OPT. OPTIONAL P P J 9 Y q 9 9 FTG FOOTING TFW TOP OF FOUNDATION WALL FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. the roof is less than 3 feet (914 mm) from a lost line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TLP TYPICAL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS ~ R 903.2.1 Exposed wall flashing required to have a kick-out where the save 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 COAD. CONDITION GA. GAUGE OZ. OUNCE T TREAD RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN Z W not more than 20 feet 6096 mm Ion measured along the centerline of the passageway from the opening to the Mance. CONT. CONTINUOUS GALV. GALVANIZED W wall assembly. ( ) 9 9 P 9 Y P 9 PP• 1/R ONE ROD TR TOWEL ROD DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS � 0 G.C. GENERAL CONTRACTOR 0 R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONST. CONSTRUCTION GEN. 1/S ONE SHELF TRPL TRIPLE THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING; & BRACING OF METAL PLATE � than 18 inches 457 mm above the floor in garages. CTSK. COUNTERSUNK GENERAL CONNECTED WOOD TRUSSES. O min 4" typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit ( ) 9 g GYP. GYPSUM PC POURED CONCRETE D m C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUTi THE APPROVAL OF A -1 M 1502 Clothes dryer duct maximum length not to exceed 35 from the connection to the transition duct and reduced 2-1 2 inches forBD. PARTICLE BOARD o or higher. Ice protection requirements per table 8301.21(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes rY 9 G.L.GGLUE LAM W w CANT. CANTILEVER REGISTERED DESIGN PROFESSIONAL. less than 4:12, entire roof to receive ice & water shielld. every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system PL. PLATE Y shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code C.T. CERAMIC TILE HGT. HEIGHT PNL. PANEL SRT VERTICAL W LU w R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof CLG. CEILING HDWR. HARDWARE V.I.F. VERIFY IN FIELD I�� �S F�� ,�tJ { TI��EpFF�L�.d�i�11t S 0 = Q section M1506. HORZ. PWD. PLYWOOD slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double C.M. CROWN MOULD HORIZONTAL,HORIZONTALLY W WASHER L) o 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 R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 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. O 0 P D DRYER Lu - stem - (A _ The electricals s shall be installed i 0.105 inch 3 mm shank with a minimum 3 8 inch diameter 9 5 mm head, complyingwith ASTM F 1667, of a length to Area to be exhausted: Kitchen 100 cfm intermittent or 25 cfm continuous. HDR. HEADER PROD. PROJECT / PROJECTED W.W.F.Wf MI FWELDED WIRE FABRIC Y n accordance with chapters 34 41 of the 2015 IRC & 2016 NYSRC. H gage ( )� / ( ) 9 PENNY Hg PSI POUNDS PER SQ. IN. W9 o penetrate through the roofing materials and not less than % inch 19.1 mm into the roof sheathing. Where the roof sheathing is Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. HOSE BIB WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. 0 (7 1 z P 9 9 ( ) 9 9 DBL. DOUBLE PSF POUNDS PER SQ.FT. ^ co less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. DIA. DIAMETER I.D. INSIDE DIAMETER WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. a INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawin s do not address methodology, the contractor shall be bound to R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 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 g 9Y. perform strict compliance with ❑ inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof piping is located less than 1 X inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be DN DOWN INSUL. INSULATION QUAD. QUADRUPLE manufacturer's specifications and / or recommendations. 44 N or into the utter. Where siding is provided on the vertical sidewall onto the roof or into the utter. Where siding is provided on attached, the pipe shall be protected b shield plates that cover the width of the pipe and the framing member and that extend DR. DOOR INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all 9 9 P 9 9 P PP P Y P PP 9 = I.S. INSIDE CORNER REF. REFER TO REFERENCE discrepancies including an dimensional conflicts, immediate) to architect for corrective measures nor to construction. � ct the vertical side wall, the vertical leg of the flashiing 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 IDISH WASHER RMS. ROOMS P g y Y P 0 provided on the vertical sidewall, the base flashings 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. 1-- } 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 shall be member. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the (contractor,, a discrepancy exists, � w overlapped not less than 2 inches (51 mm). Drip> edges shall extend not less than X inch (6.4 mm) below the roof sheathing G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. the contractor shall promptly report it to the architect for proper adjustment before proceeding with the work. Z < � v and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof 16 gage) 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the (D o o U) deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Under►ayment shall be installed G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches GRAPHIC SYMB0LS same character as for similar conditions that are shown or noted elsewhere on the construction document set. F :.... ................................................... 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 LLL G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally suppliers recommended installation procedures. R 1001.1 Masonry fireplaces & chimneys to be constructed lin accordance with Section 81001 and the applicable provisions of Chapters 3 from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be O STRUCTURAL CALC. REFERENCE ZEp 9 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible \,�T` RC and 4 of this code. located not less than 12 inches above finished ground level. XX DETAIL REFERENCE for any and all conflicts including weatherazation, water proofing and framing with respect to the constructtion documents. ,ERT 'S- R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches XX c� PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 ¢ ``i Cw-.Cy �� than 3 feet above the highest point where the chiimney passes through the roof. from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per FLOOR FINISH CHANGE NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON TH W �v`,I }_ 4�I �� 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 LICENSE _ * , _"'. Section R1(004 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 ii. nches O DOOR / HARDWARE TYPE ARCHITECT, TO ALTER AND ITEM IN ANY WAY. 0 N � � 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. XX, _ - - XX BUILDING SECTION R 10004.5 Gasketed fireplace doors. A gasketed fireplace docor shall not be installed on a factory built fireplace except where the fireplace Section G2439 (614) Clothes Dryer Exhaust XX. XX , ��� ,•, system has been specifically tested, listed and labeled for such use in accordance with UL 127. �-- PARTITION TYPE c, ,1-81 Q� G2439.1 (614.1) Installation. Clothes dryers shall be exhausted In accordance with the manufacturers Instructions. Dryer exhaust systems v .. .. . ..........,_,;,40.. ........ R 1006.1 Factory built ly masonry fireplaces shall be equipped with an exterior air supply to ensure See sections io 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 the indoor pressure is neutral or positive. See sections 81006.1.1- 81006.5. building. bB NU G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 2 0 Z 6 0 2 3 Energy Efficiency for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or manufacturer's instructions. UNITS cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 mz) throughout C')W the attics ace. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with SHEET NUMBER P J Section P2607 Waterproofing of Openings 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 C -1" 2l- 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 Z 7 7 & 7 8 as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. O (1)W I ________ I I - _ _ I -I - I 01 I COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, co H .90 65X?h"MK CONNECT KIN6 STUDS TO TOP PLATE ROOF FRAMING WRAP 1-1/4"X22 6A 6ALV.COIL STRAP 66-W TO EACH PAR GF OF4°05NFi RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2x6 E 2x ACQ LE06M H/2-3/8"x5"LA6 PM TOP PLATE CRIPPLE STUDS o 6r OPP05IND RAFTERS ROOT ROGF BOLTS o Ib"OG INTO STUDS Ib OG. U sm PLJW Sly PIJW SIMP50N 5•IRON6-TIE 2X BLOCKING Q 0 A35® EVERY RR AT 2 END BAYS 2X4 57W WALL OR Z w. SrmStRON6 - - GEILIN6 J015T OR W/STRONOAGK5 " O a rn c`o SIMN50H1 s7RONfrnE HN2 8D NAILS - Ij TE Mb TUE W TRU55 BOTTOM CHORD SIMPSON H2 CONNECTOR 0 EA. _ RDEE STRAPS%kL ff ATTACH®TO FJ A PAR OF OF05M RWTINR5. ALTERNATE TO RI06E STRAP, SIMPSON STRONG-TIE 'r3 `t v 8d NAILS IYP. H3 O EVERY RR RAFTER TO STUD AND KIN65 U • U > rn TYP. (b 11pFt RD6E STRAPS ARP NOF RF RFD WiflJ GLLLAR TES,GF PROVIDE 2X4 COLLAR TE AT (WHEN ALI6NED) N �o FOR USE WHEN STUDS AND USE IN N:OhBINATION ONLY WHEN STUDS AND NGMN�L 0 OR 1X•4 L1Nn ARF LLUATEP N DIE I�THRD Gf RE UPPER THIRD OF EACH ATE)SPACE _. F_ .2 p N } ATTIC SPADE APD ATTACH®TO Wh PAR OF RAFTERS W/A-IOd WU � � ,n m Z _ ALIGN �NOT ALIEN YU 4-IOd AT EACH RAJ�TEit) G5-22 STRAP AT ' � N EACH STUD,SEE Z () 2-i crs Lo L5026 FOR 2x6DETAIL 4 LSU26 FOR 2x8,2x10,OR 2x12 O < x CM U WO FRAMED OPENING = LO LO 00 FOR WINDOW OR ❑ U CIO RI DC E STRAP DETAIL / -RID GE STRAP DETAIL SIMPSON STRON*-TIE 2x4 OR 2xb EXTERIOR DOOR (AOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU25 o EVERY CJ 5TUD5 0 lb"OL. (:�) 3 2x AGQ LEDGER W/3/81x5"LA6 NO SPECIAL UPLIFT GONNEGTOR5 REQ'D eo�'ver N.T5. LOCATE AT // N.TS. LOCATE AT EVERY RAFTER BOLT o I6"Or, 1INTO STUDS IN THIS AREA F ;: ��SfRONK� ��SffRGrlfi STRAPPING TO BE 1-114'X 22 6A. 6ALV.,SEE DETAIL 4/01.ALL 5TRAPPIN6 TUE LT5 TUE Hi / TO BEAR A MIN.OF 10"ON FRAMING. - _- _ _-- ----__----- _--_ _-- / PORCH �ROO GABLE END HALL - - ---- -- 5fd"SON STRONG LU NAILS TYP.3 109 MAY tE L� F APRIL / �- ----i- ------ � � T1E tV OR H O OVER I/2 StFATHNIS IS,M BD NAILSTYP. / STRA�PPINC DETAIL DETAIL AT ATTIC ! Z FOR USE WHEN STUDS AND USE IN GOMt31NATI0N tONLY WHEN STUDS I ( _ 'RAFTERS AL16N N'TS' STRAPPING TO RUN ONTO RIM JOIST,SEE ! F_ `RAFTERS DO NOT ALR6N 0 NTS,. O DETAIL q/DI(ONE STORY)OR ONTO STUD U 4 \ AT WALL BELOW M40 STORY) co ROOD R�1=TSR HURizIG�N� TICS i (DN.T N.T.S. LOCATED AT EVERY ROOF RAFTER \ j Z ACTT I G O \ � U 5 • T�RAPP I N� DETAIL L 1 SV1 Pa5T W G�-A, I� FOR FRAME GONNBGTI ONS o •" U5E VZiR5+4 AT DDS DI NTS, E- �Ln wrcm o l � J 2ND FLOOR PRE-t�NT (1)1x / STRAP / Ax PROVIDE 3"X%'X3"WASHER PLATE AT ALL ANCHOR BOLTS 4-Ibd FAGS NAILS FROM / Qj� 0-:I M5TG� J SECURED BY WOOD 5ILL PLATES. KIN6 STUD INTO HEADER ❑ 5 COLUMN POST TOP ANCHOR �� 51MP50N PAB OR 58 ANCHOR BOLTS MAY BE USED IN LIEU OF STRAP START NALS THREADED ROD W/WA5FER PLATE. D•D 113 6TH N.T5. LOCATE AT EVERY COLUMN)a RDM C.ONPEGTION H/Z`LP� PROVIDE 3"X6'X.036'6ALV.STEEL PLATE W/ p"MM / DSD GP 5TID 6-80 NAILS AT CORNERS AND INTERSECTING (A)NALS,MN N -� '` WALLS. 3"X12"X:036"6ALV.STS PLATE W4/ 11`LDJ6TH(f`IPa I \ �_�� 12-W NAIL5 AT AT BUTT JOINTS IN SWA16W SIMP50N L.5TAI2 STRAP W/ � ,j•1 1 WALLS WHERE THERE 51N6LE PLATE OR HEADER 5-100 NAILS EACH JACK STUD END AT GLFaR S'AN REl(D 2Xb KIN6 511105 NAND, ONE AT SPANS UP TO 6 FEET TWO FOR SPANS 6 TO 12 FEET GUF LDNSTH 1T�, NAI 5/8",P A301 ROD THREADED b"BOTH EN05. 24'MINIMIM LAP SPLICE TFRIE FOR SPAN512 TO I6 FEET 2(b JACK STUD NAN): w PROVDF MN END BOTTOM PRE-W 3/4"AND V ROD AT 5IW50N STEEL 5TRON6 WALL,SEE PLANS I2-Ibv MIN.NAnS ONE AT SPANS<6' n W M`'T T� H9J6TH C HAUS AT ALL SPLICES TWO AT 5PAN5 FROM V TO 12' H t'-�•1 R• -1 1ST FLOOR THREE AT SPAN5>12' W 5ABU44 N P055T BASE SEE PLAN 2"X3/8'X3'WASHER PL W/NUT EACH 51DE UNLESS NOTED OTHERWISE ON PLAN co ((4)NALS UN6TH N.IN c5 22 COIL STRAP I UPPER 5TORY SHEAR m (� 1 ( l WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL @ EXTERIOR WALL ❑ W FLOOR TO FLOOR TII E+5 1 l BELOW CONNECTION _ O 4 1 FOR 5ET BAGK WALL5 HDU HOLD DOHN5 AND 5TRONG HALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION N.TS. LOCATED AT EVERY STUD \ 1/2"0 HOOKED ANCHOR BOLT W/T �( NOSE I \ FOUNDATION MINUMIMEMBEDMENTOREXPANSION I� N.T5. I4 15 I6 1 \ BOLT W/5'MINIMUM B�DNBNT N.T5. N.T5. GOL sTRAP'•nm 511P�Tt1N6 WR M bd GLM�IAJ(0.191 x 2T LONG)NU-5. \ 60L STRAPS,OVL3Z SfAM%WVVM 10d CM9N(0491 x 7"LONG)NAL6. I \ \\\ 6 COLUMN POST BOTTOM ANGHOR ALLOWABLE HOLES - � LOCATE AT EVERY COLUMN)6tRD4=R C.OMNECTION 1uV 1trT�ANp�RID � ,. ` TO Iw Wo A% 8D NAIL 0 6 O/G AT ALL PANEL EXES 160 NAIL®24"OIG F-L.Zi MM 6d v \ w O�TM_WISP HIP RAFTER, IOD NAIL®24'0/G " OR�YyD LVL Headers and Beams W 51MP50N HGP HIP SEE PLp,N \ .r SHEATHING Microllam® LVL RGr�'RIrT� CORNER TIE INTERIOR LSL ho'a zonerand® Padrallam®PSL 2 x diameter of the NOTE:WHERE 24'WIDE MINIMUM FULL W16W (r N1tila N WALL RETURN 15 PROVIDED AT ENDS OF I ( LENGTH(EYP) hole zo largest hole(minimum) s depth O BRACED WALL LINE THE b"HOLDOWN MAY 13E ELIMINATED. PROVIDE TWO(ONE AT EACH I H�4, IZ`Lftni(MIN) �, 8D NAIL®6'0/G _ _ _ SIDE)GS 22 STRAPS PER DETAIL 4 IN LIEU OF 1 ' SIMPSpN BP WASHER `� o o AT ALL PANEL BD6E5 INTERIOR - - - - -- - - L5TA36 STRAPS SHOWN N THE DETAIL NAIL SHEATNIN6 TO SILL PLATE Wv 8d 2X ACG SILL PLATE. DOABLE o d NAILS 0 4.O/G SILL AT FULL BASEMENTS EXTERIOR o 0 0 6YH'SUM BOARD o 0 0 8D NAIL® 12'0/G AT ALL ParallamO PSL 5,5 DIA STEL ANCHOR Microllam® LVL and J T'MINIMM BOLTS MAK 2'-8'o.G_ - - - - - Ix b RAT vN1P/ allowed hole zone �F7ENT Er END BOLTS MIN.T"INTO 65-22 COIL 57W I"SW To RATTER MEMBERS,NOT AT PANEL ED6E F1 FUN.WITH n6KrE4 D NUT t �' 3'k 3'WASTER TO EACH BOLT. (1)2 x i kQ ShpF,ON LTPA PLATE NN FD TO middle Y3 span PROVIDE TERMITE SHIED 5ILL 51FSLN GOL•TRAP 15/32'05B OR L.STA3b WY 10-I0d NAILS s4 CONTINUOUS BAR %I PLATE IN51PE CORNER OUT51DE CORNER SEAL AND MAINTAIN 8'MIN RM AAD 514 PIAT> 9 li"0/G AT Fx+t IX Ilii wtf�e PLYWOOD 5HEATHIN6 L.OGAIID 2'TO b' y,�y y�NIERgGTSL d 1.3E TimberStrand® LSL allowed hope zone d INTO STUD ABOVE AND FROM WD TO FINISH GRADE BELOW(2 EACH COMM FROM TOP OF WALL_ Tall=2,g8oK NOTE, NHL��rrp.e eap wrOlt PLAN VIEW P ui GAIL STRAPS UNDB2 SHEATHING PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL � " eo General Notes Q N N � N EXTERIOR WALL TOP EXTERIOR �/ / C1 N M OO N SIE FOIINDAnON PLAN STRAPS OVER SFEATNIN6 PROVIDE,ION GOMNION(0.131 x 3'LONG)NAILS. EXTERI V I� G�pN� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly/loaded VIS DEPTH HOLE SIZE headers and beams only. O•RNER GONNEGTOR5 TYPIGAL ANGHOR BOLT STUD TO RIM JOIST TO SILL PLATE 5TRAP N(1 D T,41LSE VALLEY PLATS HIP CONN GTION WALL ERAMINC y 4%" V • Round holes only 5Y" 1%" • No holes in cantilevers. 5T0R G NTs 227y4'to 20" 2" No holes in headers or beams in lank olrientation. N.T.S. N.TS. P(f�nd .TS. LOCATED AT EVERY CORNER N.TS. LOCATION A5 NOTED N.T5. LOCATE AT EVERY STUD N.TS. 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(BWU ARE REQUIRED IN EACH DIRECTION OF A BUILDIN6. BI-L'S SHALL NOT BE SPACED B TMM STRAP ANP WALL allPiM n EXTEND®STRAP AID WALL SHEATI-IND � O _O O O O 0 MORE THAN 60 FT APART. WALL5 WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BHL. EHL LOCATIONS ARE �� TO TOP OF POM!WALL F USS-��I I l� TO TGT GF PONT'wAL F LEW � � � � � to INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE `'11I IDFTIZ H6LDM AT 6641T DRACM A BRACED WALL PANEL(BHP)5HALL BE61N WITHIN 10 FEET OF EACH END OF A BNL.. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER � � � � � � m l WALL M PAN55(TYPE Al tVU AS RE6IURED ED6E5 OF BHP'S SHALL NOT BE 6REATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BHP ON EACH BNL EXCEPT AT AT ERAC.®W4L PETALS G APD P. WALLS<Ib FEET LONG MAY HAVE ONE 48'OR LON 6iER BWP. BWPS ARE TYPICALLY G5-H5P SHEATHED BRACED WALL PANELS 3 I/2•WIDE LVL FEA,fJER(SEE PLOW o 0 bJOD NAI-5 AT VITIZ (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS,NOTED ON PLAN NAiERE BWP TYPES A GGNTHLbUS TO OUTSIDE OF PANEL N ® AND B DO NOT QUALIFY 1711E TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUnN6 LENGTH OF BNP 15 REQUIRED. BW TYPES ARE INDICATED ON FLOOR PLANS. ®I 3/8'0 THREADED RIOD z f z v I ® GS-WSP CONTIN)0U5LY SHEATHED BRACED WALL PANELS(TYPE A)5HALL MEET NOTE,WHERE 24'WIDE MINIMM FLT.HE16HT THE MINIMUM LENGTH REQUIREMENTS OF TABLE R602.105. NAIL 7(6'MINIMUM WALL CONTINUOUS 104 MIN DEP HEADER TO � CONTIN0005 I1V4 MIN DEEP HEADER TO WALL RETURN 15 PROVIDED AT ENDS OF 5HEATHIN6 WITH 8d NAILS 0 6'0/0(ED6E5)AND 12"O/G(FIELD)AND PROVIDE 2X OUTSIDE KIN6 STUD(5EE PLAN) OUTSIDE KIN6 STUD(5-PLOW � PMB.MEL' GS-WSP BRACED WALL LINE THE WOO BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. PROVIDE 800 POUND HOLDOHN FASTEN j'51EATH1N6 TO H EADhR W/ � FASTEN J'SHEATHN6 TO HEADER WY �j WALL MIN P Z l HIOLDOWN MAY 13E ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE a 8D NAILS 0 3b/G IN EACH DIRECTION � a 8D NNL5 0 3.0/G IN EACH DIM" PANEL W r EITHER A 24"MINIMUM FULL HEIGHT HALL RETURN OR A 48'MINIMUM BW. Lu SIII LSTA24 STRAP ON BOTH SIDES AND SIMP5ON LSTA24 STRAP ON UNSHEATHED HEIGHT(FT) WIDTH'L' TRIM TOP OF PANEL A5 FWD r CD EACH OF HEADER TO JACK STUD W 145-100 NAllS FACE WU Ib IOD NAILS 9 2382" 6-1/4'W5 SCREWS Q W m TABLE R602.105 MINIMUM LENGTH REQUIREMErTS OF G5-W5P z z ■ CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER WU 2 H FASTEN TOP PLAT'_TO HEADER Ht-2 H z Z 10 34 / PORTAL STRAPS V2 FROM EDGE ON '� f/■11 ROWS OF I6d NAILS 0 3b/G ROWS OF Ibd NAILS s 3"0/G BOTH SIDE;(4 STRAPS P�PANEL) W WALL AJACENT CLEAR MINIMUM L.EN6TH OF pO 1� 11 3,51 HIEI69(FF) OPN6 HE16HT BRACED WALL PANEL O U o (2)JACK 5TUD5 MIN.OR PER PLAN 12 42' W W MP50N GNW GOIIPLETt N)T <64' 24' (2)JACK 5T11175 MIN OR PER PLAN = 0 8 b4'TO 80 32' ~ BLOCKING AT PANEL ED6E5 U 0 80'TO qb' 36"� O BLOCKING AT PANEL ED6E5 O PANEL,V14PESON%45B ERIFY SPTRNEL.W P1"5B Z . " " PANG SHALL HAVE A LENGTH 1'OF NOT BLAGKIW6 AT PANEL ED6E5 <64 2l GYPSUM BOARD 6B BRACED WALL PANELS(TYPE B)SHALL BE PANEL SHALL HAVE A LU N6TH t'OF NOT �_ ( LE55 THAN I6'FOR 8 Hfi WALL 18'FOR 9 lX LE55 THAN Ib'FOR ONE STORY AND 24"FOR �� w /8'�ANCHOR BOLT OR ' 48'MINIMUM IN LENGTH ON BOTH 51DE5 OF WALL PER TABLE O O FIRST FLOOR OF T•10 STORY APPLICATION NOTE:DETAL APPLIES TO q 64 TO 80 30 ^ . O FT WALL,AND 20'FOR A 10 FT WALL SEE O W o ADHESIVE ANCHOR 80'TO qb' 41" 8602.105. SECURE&6YP5UM BOARD WITH bd COOLER NAILS, PLAN FOR ACTUAL LENI SEE PLAN FOR ACTUAL L13N61H BOTH ENDS OF IEATDB2 0 h-+•i Z <64' 30" Ogl5"X lye 6YP5UM BD NAILS,OR Dqb"X 1%'ANNULAR RING D F WIVM TO HEIGHT DIt'BL ION5 ARE ^ , U) IF W11DM TO HE16K DI ENSION5 ARE N� • 10 b4'TO 60' 30' NAILS®TO/G(EDGES)AND 1"O/G(FIELD). BLOCKING IS NOT EXCEEDED THEN DETAIL'F'TO BE LISE D. Excl$7®TSN DETAIL F TO BE Ili. ❑ w • °'" 80'TO qb" 38' REQUIRED AT V IUPPORTED PANEL ED6E5 WEEN PANELS ARE IF CONTINUOUS HEADN215 M OVER INSTALLED HORIZONTALLY. PROVIDE J015T OR TPX55 OR FULL �>CC BOTH OPBNIN65 THEN MIDDLE WALL cUn •Partlal credit for panels 36"to 48"wide Per R602.1052 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KIN6 STUDS Q ONE JACK AND KIN6 STUDS BRAGNS 6 NOT REOV "L" EQUAL TO ui TYP I GAL HOLDOHN DETAIL AT ,, °� ' 12" [-� CONTINUOUSLY SHEATHED WOOD FASTEN T/Ib'sIEATNING TO 1�aGH STUD fASTBN TAO'SHEATHING TO EACH STIR TWO KIN6 5Ti1os H= FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" -TYPE B ANDSILLW WCOMMONNAILS03'0/C AND SILL Wv8DCOMMONNAILS e510/G } O O FASTEN 7/Ib'5HEATHIN6 TO STUD Z m NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - -7� AND SILL WU 8d NAILS 0 4'0/C /� rl PORTAL DETAIL'C"ONLY APPLIES SIMP50N HD115 HOLD"W/14-1/4'505 SHP50N HOUR HOLDO�N W/6r1/4' Z � Q Q TO 2 FT TO 18 FT HOE OPENUN65. SGRE^5 N DOUBLE ETD STUD SDS SG M HS L NO FLOOR ABOVE. ( TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO Hb1S SCREWS IF W/1R ABOVE � � � WIND SPEED,EXP05WE B,30 FT MEAN,ROOF HE16HT,10 FOOT REQUIRED L.EN6TH OF WALL BRAGIN6. 2-V2'd ANCHOR BOLT OR EXPANSION SGRET5 IF FLOOR ABOdE PANlQ TO SIT DIRECTLY ON LOP Or- HIND F - CONCRETE FWNDAnON WALL (n ................................................ ....... 5MaFaON Pnl1Z HOtDOAM AT GG MfSP DRAGEV WALT_HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2•X2"X3(6'PL WA5IER I/2'm ANCHOR OR EXPANSION BOLT W WAL FSD PANELS l A) HPU AS REQW ADJUBASED 5UPPORTIN6 STORY CONDITION ADJUSTT E OVER 2-1/2'4'ANGHHOR OR EDrnA1N51oN BOLT C- ED q ®N AT WA=W41 PETNS G MD D. GONT 04 BAR CONT IN TOP OF CONCRETE CONCRETE #4 BAR GOVT IN TOP OF CONCRETE 03 TIFJ E- U_ �,� Rc STORY BWL 5PAGING METHOD 6B T AnoN FaunAnoN $ERT ® 5HEATHIN6 EXH-05URE GATE6ORY ONE STORY G 1.2 FOUNDATION ® 50 NALS AT Df TIZ TOP l0' 2.5' 55' EXPOSURE GATE60RY ONE STORY D l5 PAB5-18 ANCHOR BOLT OR 3'e'n I ADHD �BAR C4"IN TOP AM BOTTOM OF C04GRETE FOUNDATON SHP50N 581/6X24 OR PART-Ib ANG;HOR ® EXPOSURE CATEGORY TWO STORY G 1.3 ® , , , EXP05URE CATE60RY TWO STORY D Ib EXTEND WALL SHEATHIN6 OVER RIM J015T ROD W/WNASHfR PLATE,SEE DETAIL 15/bl BOLT OR Ye"THREADED ROD, TOP 20 5.0 10.0 SEE DETAIL u5m1 _o; m PABSi-18 ANY,HHOR BOLT OR�'y'THREADED /� i^'• OVER ® , , Ear, ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANE_EDGE FRAMED ROD NU WA5H,d2 PLATE,SEE PETAL 15/01 TOP 30 1.0 I WALL PORTAL DETAIL TYPE D ONLY APPLIES TO b FT TO I6 FT WIDE OPENINGS. JL _ z ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL WAS CONTRIBUnN6 LENGTH OF 48'TOWARDS RbO2.10.3(I)MINIMUM LENOTi WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL FHPS FwRe} 51hF50N STRDN544ALL RSQMI�i EN61N EERED DE516N TO 0 TOP 40 q.0 I&S, ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED WAIL PANELS AT BRACED WALL LINES WA11 TO BE GONIRIBU"NS LENGTH OF 48'TOWARDS 8602.1030)MINIMUM L946M TO DETBZMNE PANEL 517E AW7 ANCHOR BOLTS FOR ❑ 3 810 ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 I>W ON FST BOOR A PPI"TLON ONLY. REWIREMENT5 FOR BRACED WALL PANES AT BRACED WALL LIN E57. Q' ACTUAL HORIZONTAL.DE516NA WIND LOAD AND GOHDInON TOP 50 IIA 230 ROOF EAVE TO R106E ROOF+2 FLOOR 15 FT 1.1 1 d `(„ 1 1 ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP bo' 13.0' 215' HALL HEI6Hr ANY STORY 8 FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON ,STRONG WALL Jo N BER 3/18"A ANCHOR BOLT OR , , WALL HEIGHT ANY STORY q FT 0.q5 APHESVEANIGHOR BOTTOM OF 2 l0 5.o Io5 HALL HEIGHT ANY STORY II FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E �NOTTt �YRPF 2016023 °6` "a ` BOTTOM of 2 20' q.0' Iq.O' HALL HE16HT ANY STORY 12 FT 1.1 ' o NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NGINEERED METHOD W °a' •° NINBBR OF BW.PER PLAN DIRECTION AT STORY 3 13 BOTTOM OF 2 30' 13.0' 21.5' (/) SHEET NUMBER NINEBL OF BWI.PER PLAN DIRECTION AT STORY 4 1.45 , NIMBBR OF BWL PBZ PLAN DIRECTION AT STORY 5 OR MORE 1.6 BOTTOM OF 2 40 110 360 (_2_1_� BRACED . ',�I GYP IE FINISH O OD 6 FROM IN51DE FADE OF BHP 1.4 WALL PANEL DETAILS co IL HOLDOY`LN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-W5P ONLY Z 20 N.TS. BOTTOM of 2 60' 25,0' 525' 6YP BD FA5TENIN6 ANY STORY 4"O/G 03 0 APPLIES TO METHOD 6B ONLY D-1 NOT TO SCALE co W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED W Z w E 0 a) VXA" D7MM WALL 0 4MMM-; ra amwes v.I z .2 0 (D 4-MJ =1 0 IEEI 0 > (2)rxo,ftvam .2 Pm a-015A RIDGES TO ALIGN RV6E5 TO AL16N !E PY Iffolf OR co Z Lo R0 6 6rxr Tw 6E VENT RIDGE VENT CL(/)La cy) 0 r= x ce) M16H CEILING C? 7-1-= rw rAscm H16H rEILIN6 BEYOND co BEYOND 12 12 Ix ❑FLyw=qvn" El cl) HAPIDIPLANK 6'AZEK TRIM 10 HARDIPLAW HORIZONTAL 101 --:........+.. ........ WAZEK TRIM .......... SIDING rxf TRN HORIZONTAL T id DWL BILDIX*DnB6" 510IN6 ------ DWL BLOCK#PTLBbxbxb j 13Y`FYPW OR EQUAL I TRIM 6'AZT TRIM E1YFYPON'OREWAL ir z== =7 0I 12 Ll m 04 BEDROOM#2 5HWQOM 1111 (+/-)12 GABLE END DETAIL, (+/-)12 PL HT PL.�Hf WHI BLIND iYm,I' E I i IF 6"H11614 BLIND N.T.S. AI FLASHIN6 AZEK IN 61 FT`l'_t1I?4 11 11 FLASHINS z 0 7-zA=l:4:'J—=::" -T"4--:A---.. ] I Hill Ia METAL IFTIBROH 12 METAL I!YEVROIA 0 ROOFING I b,12 PITCH . . .. I. L ROOFING 08:12 PITC44 Iyh FASCIA W. I Mfm Ixb FASCIA BID. A DEN PL v DIN PL HT AII Z 0 1.1 LI-LO4 1.-0. OH. e4 1 11 -1 ii I I it i 4-N-4- ...... OR I Tj Of I'-0. 1-0. 1 1 j 8-AZEK T7, 6'AZEK LL FRIEZE BID. FRIEN ED. Ln FRIEZE EV FRIEZE BE 0 " Jill IN -b-AZEK &*AZEK- rn T= El LA I I [I I I r-MME1 IX AZEK TRIM— i i Ix AZEK TRIM T-FF-TT I 1Y-TT-1 T T-777 -T-1I FIRST 4- r6FIRST FLXII Z LRE- fr 31R I. FLOOR LII : - — — — — — — — - - — — — — — — — - — — — — — — - ___/ �) H1346 PI CAST 10,SQUARE 1-1131115 PERMIA 65T 6.*P.T.P6T Hm sw-cN W P.T.POST H4 fAl 1 100 c_ O l�711COL"#*3b2 IIV 5WAIJ-= EY,52-alb I I#46W2 W 5WARE MIN W=16=p=T SIMPSON APR==W 4 FLAT GAP 4 BASE(OR FqAU ftyp ALL o") �=A 4 BASE(OR EQ)AU WRIOZ I TO BE I Au camwo) COL"TO BE I I I w PIZOVIDW W SPLIT KIT PRI W SPLIT KIT I I I U) 0 w UNPIN FLOOR _ —1 L LINFIN.fpff FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - ---- - - - - - - - - - 1 - - - - - - - - - - - - > L) FRONT ELEVATION FRONT ELEVATIONE-.Z) 3Ab F_VI �Z) UNIT 7 8 UNIT 7 7 z L) w Z) MODEL A (LAUREL) MODEL A (LAUREL) 2C) 0 0 ROSES TO AL16N RIDI9E5 TO AL16N MD6E VENT WISE VENT - - ... . - � � , I I . , � APPLY ICE 4 KATER 5HINS APPLY ICE 4 WATER SMW IN FAIR mh% wj f WHATHER WEN THE AJR,ROOF DE3GK AND HARPIPLANK, MATHER II THE AIR ROOF Dt X*0 MEMBRANE AVE AT TEMPERATURES OF 40*F 'HORIZONTAL 51011% 6 6'AZEK TRI HARDIPLANK, MEMBRANE ARE AT TEMPERAnRB OF 40*F (15*0 OR HIGHER(5*6)OR HII r- 00 ti 12 12 --'--I'X&'AZM RAM ED ri I'X b-AZEK RMT W .................... C6 6 7 IN 3'AZEK TRIM INSTALL ICE 4 HATER SHELD < N r-- N co �61"X 3'AZEK TRIM(TYPJ INSTALL U 4 WATER SHIELD 10 10 N cl), 00' N, L BLOCK -�-VENTIL BLOCK#DnBbxbxb PER MANL1FAC1tR1!R`S EGIVAL TORET PER MANLfAGrk-JZ`5 BY TYPW OR BY'FY PON' TO MAINTAIN PRODUCT KARRAW 12 r ®12 IRGAPRUDIIGT WARRANTY 10: 12 2X Ib VINYL Q L] 12k NYL-� 12 (+/-)12 DTK6L ROOFING. - TYPICAL ROOFING: ARr,HITEGTLR& ............ ARGHITECTLRAIL SHINGLES 151 FELT Al 5HN6LE515#FELT RVERLAYMENT 1/2,PLYNOOD 14.Wk�l? 1/2'PLYHOOD 5FEATHINC7 I mum ourv-_A5HlN5 5HEATHIN67 z z z z z z ilix I It 111 0 0 0 0 0 0 1 11 . . � . 1 5 H I �5 ALIGN ++_ 1-4-.3 1-4-1-N-I N FA5C -;N w w w w w w ALIGN NAYW, Alk PININ97PI-14T, rillVININS PL HT r IBM CUV E b'AZM OR OH. MEM BD. LL11 LD I =1 =1 FRS W. LILL1. --- __ 7T i I-LL _11I �1111111'L - �E �E !E LL �1 (j) z w v II 11 Ll 11 7� IX4 AZEK TRIM114 IX4 AZEK TRIM I T7_T1_1 F T I T -T-1-1-T-11 T I I I I I I I I I I I I I I 1 1 1 11 H I I 1 11 11 1 1 F1 I I Ip1 w I -W.L > bi FIRST ok LIF-It"t-i T-T I 1 7 FIRST -rT-7- T7__T_1_ If lif PI FLOOR LW uj F I ALL UNE UNEWRDOR :77 ME _L < Z WCOZIOR tEXMRIOR KALL HAWIPLAW WWI SIDW -IIIARDIR-AW%IIINI 51DW Lu TYVIX OR EQUAL I I I I I I III 1 11 1 I I I I 1 II 1 III I I I I I -TYVEK OR EQUAL I w 8 '11I SHEATI-IIINS s III I III III I III -lAb*00 SHEATHI% z: 0 -2x5 WOOD STUDS 1161 Of- E5Rf%II I -2xb WXD STUD1115"OL. cn < L -6'R-2113ATT5 L HNDOW -6'R-21 BATTS da ILL�_�_Jll 1:1 L4 ——— —————-- 2015 IRG-62421,f5 61 ILL _T VEWIN6 5Y5TEM TERMIINATION LOCATION: cn FDI THE VENT TUNINAL OF A DINWELT VENT APPLIANCEHTH M WFD INPUT OF 10M0 BTU PER HOM"OR LESS SHALL BE LOCATED AT LMT 6'FI;UH W AIR OPENING INTO A jlIll'Imn MW WILDINI MV 511tH AN APPI KITH AN INPUT OVER IOMO LWIN.El"'I 4 — — — — — — — — — — ruXx r\,r "wf/r hxxx Ll — — — — — — — — — — BTU PER HOUR BUT NOT OVEIR 50)WO 15W PER HOUR SHALL BE z - - - - - - - - - -I — — — — — — — —I- - - - - - — — — — — — — — — — — — — — — — — — -- — — — — — — -- -- - - - - - - — — — — INSTALLED WITH A q IW44 VEINT 7EM41NATION UEARANC&AND — — — — — — — — — — AN APPLII KM AN HW OVER 50PX BTU PER HOUR Z < < < SHALL HAVE AT LEAST A 12 IINII VETT TERMINATION X 0 CLEARANCETHE BOTTOM OF THE VW TERMINAL AND THE AIR EAR ELEVATION ELEVATION (D 10 1 U) INTAKE%IALL BE LOCATED AT LEAST 121 ABOVE 1 &5 ........... ........ . .. ... R LIJ -RED REAR 3 I3 Ib = V-0" 3/Ib = V-0' 2015 IRC-8312.2.1 ER7- IN MUIN6 UNITS,!+ERE THE TOP Or'M SILL Or AN OPERABLE WINDOW OPENIN&SLOGATED LESS TW 24' < ABOVE THE FINISHED FLOOR,AND 6REATER THAN 12'ABOVE Poo 1, 0: UNIT 7 7 UNIT 7 8 THE FINISHED I OR OTII-ER 51,11IRFACE BEL.Oloq ON THE e; —, 7i , M EXIMOR OF THE BLALVIN57,1HE OPERABLE HNDOH SAL 1 NTH ONE OF THE FOLLOP019s A •OPENIN66 THAT MULL NOT ALLOW A 4 WAII DIAMETER SPHERE TPOSITIO PA55 THROUGHTHE OPEN I%IN ITS,IM55ST OPENED p ON. a FALL PREVENTION DEVU:5 THAT COMIPLY HTHASTM F WqO CSF A (LAUREL) MODEL A (LAUREL) M WINDOW OPBI%I DEVICE AFTER OPERATION TO FaEASE THE COMM M"I ALLOWING THE MWON To ......... .......................... FLILLY OPEN,SHALL NOT REIXU THE NET CLEAR OPENING JOB NUMBER AREA OF THE WINDOW UNIT TO LE55 THAN 51 SWARE FEET. cj 201602 3 U) DUET CLUSTER SHEET NUMBER z UNITS 7 7 & 7 8 ELEVATIONS (D C/) w 0 COPYRIGHT GIRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RI06E VENT (n "FIRE RETARDANT W PLYWOOD SHEATHINGo 2"x8'RIDGE BEAM U 12 12 0 C) m 12'UPPER GABLE 12'UPPER 6ABLE 12 12 2"X6"RR O L a) s Z w s BUILD OUf M O � (6 RV6ES To AL16N ® I6 OG. F— ate-+ 67 � DAD-an I BLACK BLOCK U ■ r m �VERT - RI06E VENT RIDGE VENT - - RIDGE VETT (2)2'X10" p p PT 61RDER F_ RIDGE ��vEMr VEMT TD - Z U r �7"�-T-+•�®fir mmm .m.� ..,gym. .-,�... 6' .... -':v'•.• ..d,.�n..r _y,r,,,�. w...::b—' --�-' — --_ :, -.m^.mx- ._ A � � 7y,i- ENDS �`? b. 4- OR - --��-' co .�.. N M IRIDISE VENT . . �..�_.,....c:.h� E:.p.,k�:::.d..� VENTRl u» , S - F GABLE 6UTIERS t LEADERS 6IABLE .... _: S OH ALL SUMMERS t LEADERS SHALL BE BAM�D _ — vL:. �r-+�:' OH. OH. _ _ 11-4• IL-4' ::+:...'. ...�:---_._ `-=^•.,., '` WNITE AL-UMINIM A32'MIN.6ALM6E,GUTTERS vm. , ._. ,m..,. .. ._...x.. ...::, - GABLE 6 EOH. till -, :_ :,-' .. :.; m +-i +��+ =�.rw, ...... OH• qn qn SHALL BE 5 SEAht.E55,O.G.STYLE YY ALL ,,a„„•x.. �• b'NIGH BLIND RELATED t REQUR®AGGESSORIES. LEADERS FLASHING u�- - __ 5HALL BE MIN 25B',ATI'6AUSE W/CI R'S t "" - O.H. mm..::. ANCHORS. GA"t SEAL ALL JOINTS. PITCH . _t_:,::_ , �-i-- - GUTTERS MIN.V8'IFT.PROVIDE P.VG. m .. GOVEI;TP ROOF 0 LOVBZ® -,-�. .a- .c.....- .... :_, ..�.a.—� PORCH BEYOND RECEPTORS 6'ABOVE GRADE TO RECEIVE ' M2 """` "''* """`:'�" �" F "*'`� *""" POF2f� 2'X6' OF'FIT BEAM5 ... ...:.._ I ._Y. .. Ixb FASCIA BO. LES(GLOSED GAP DESI6NV. >,>> m., m „ -- �. .o-� ®i I6 L.W/VENTED V,I _ `° .. NYL SOFFIT BPD O CAV.PORCH .. -- — PL HT ----- �_ a .,_ _. _ GARAGE Hi 6 PL Hf BEYOND -.._.__-_---- PL HT OVER : • GOV.PORGH U -- - -_ -- - - -- - 1 I _'.:i FRIEZE BD. "fI €� -I�,. m. - - = I I 1x i I -- - -- -- - - 4 �' �'Ill 11 le I Ill it I 1 11 � v WALL 0 GARAGE II I I I _ :.: ' Q Q BEYOND i� `• ' ' i i I - LL GOLM1hN 0 COVERED I I 4 PORCH BEYOND I I I I i ,e iN• .•L; it 11 11 1 1 11, i 11 i w i it ❑ FIRST FLOOR LINE I I FIRST FLOOR ItrE FlRST LIMA ° .,. '.._...., .;'`. I I I FIRST LMY INE 1x4 A�TRIM I .J FIRST FLOOR LINE I HOUR RATED EXTERIOR A%E BEARIME YY-5ELE DETAI � I 1 I I I I I I 6 I I I L L e I AI.I I I I I I I FDI O ., 4'P.GONG.SLAB w UNFIN.064T IINFIN 85Mi FLOOR I I I I I 6,-0n 0 Q 1 BREEZEWAY SECTION El w0 • � NTS. LEFT 51DE ELEVATION (BREEZEWAY 51DE) SIGHT 51D ELEVATION Al . l � U 311b' = 11-0" 3Ab = I-0 F- H UNIT 77 UNIT 77 z U w MODEL A (LAUREL) MODEL A (LAUREL) 0 0 12'UPPER SABLE 12'UPPER SABLE BUILDOUT BUILD-OUT . MOISE5 TO AL16N BLOCK BLOCK RIDGE VENT RID6E VENT RI06E VENT RIDGE VENT RIDGE VENT �+- .�. .�_ _ R106E VENT - ,„.-�-.�--•� L 6. ;.,�... ;x��A ,r' :'=-rte:,,.�:- 6' _ r. �°H. Q N I� N 00 O -.,.. � CV (M OO N mra m �%,a—,R' ...T" "1'.y..i.,r.�wrad'w:::",°. ..- .,__ Y'."—_"�^^„"I�'" ,:"W..,'x'brT`Liz=x..✓,°�.�..�:,.e':w4.:vs., x�:n .':.,,d � W, >.Sw,,.:ww... ^»mw W...• ... 1._- ._ e=�, t-�. _t_.—. ___._.._.S.�,raL. _ _... . _ .a.12 ;.....��.,..a .:..._+ RIDSEVB�T : .. n :�� '- ?::..,.+ ._ q.:.k..-..a...:?:.y—a::t-.l..:.sa.,..::i.w-1.:+�.i,.•:r..,,.�+..q..i,:.p..L..�:.,.:".w — AF..L:.,:.:r:.,,,.:F...f.:�:. :�.:,�:.r...d.:.r.:t� 1 A .: GABLE -,�--•- 65 10 SABLE LEADERS , 14' 11.,,4. �.1-_.. .-�+'� a.:,:� ���;�A �_�.-. .�' _ .. __ � ALL 6Uil I t LEADERS 5HAIltBE BAIL OH. I'6' e _ ”` SABLE " " "` u' - WHITE ALUMIR M.032'MIN GUTTERS L.. —� GABLE S OH. ., ._: .. .-: ..: ...„.- 5HA;L1 BE 5 ,0.6G 5M E W ALL 6'HIGH BU y...�... ••• AGGE550RI i i �' .:.1. ! x ..+? 4 ..,v: i.-.�4.»a..,•...r•®7 ,W.v.+�a.=i���' .i ...y� r�.l:.:..,:sF.p:.�.:. .. ..... .. .. - '. LEADERS 5HALL BE�- RELATED t REWIRED E5. Dr,eNI im GnAU1X t 5EAL ALL JOINTSaPITGNt ROOF O GOVERfD ROOF 0w=?�. .+w m? .x:.:..a .•.+-a..a..6.y.r:-::...t.-ti .. :,::.A.r�.a sm $• Z Z Z Z Z Z IL r 1 11 PbRCH BEYOND PORCH BEYOND EASGlA' X12 _ v$ ^� 66 MIN VPROVP:\L� ORS ABOVE O O O O O U 1x6 FASCIA BD. "a,'- ._. a LEADERS( DE516W. > > > > > > PORCH COV.PORCFI a' L. HT PL HT _ - ..... ....-m.....Mr,. 6 PL HT - PL 6 R HT OND co U it Ill If , OH I .........I'-0;. c� , , : MSM. � 5: I I FRIEZE ED. J i I i ` i ,k mL © 11) Y g I II o I- Q 0 I I - - i t (�'—COL”a COVERED I I FORCH BEYOND i111 11 1 1 Ill it I I 1 11 1 1 Ill 11 11 ill 11 11 11111 11 Hill 11 11111 11 11111 if l7TT77- 11111 11 11111 11 11111 it 11111 Il i i i i 'I I I I I I I ' \' >'':. _.i;..I+^ O m I I! I I 1 «:, Y, J r7 II IE W O w I"dFIRST LR•E F FLOOR UNE I I AI FIR T FLOOR LINE — — FIRST LINE W ~� U w U Ix4 AZEK TRIM I I I (D �+ 1 I HOUR RATED EXITERIOR . I I I II I I I I w o ^" BEARING WALL , I I I II I I I I o w Z cn ASSEMBLY-SEE DETAIL: e I I I II I I I ( m �..� Lu II I I I I 2015 IRG-62471.8(503.8) ❑ w II I I I I VENTING 5Y5TEM TERMINATION LOCATION: cn THE VENT NPUT OF 10,0001 BTU PER NAL OF A DIHGZIR C3KW)OR LESS VENT SHALL BEANCE NTH S W U I LOCATED AT LEAST 6'FROH ANY AIR OPENING INTO A UNFI FLOOR LL _ _ _ _ _ j - - - - - _ _ _ _ — 1I185Mt BULDING,ANDSUGHANAPPILIANCEWITHANINIOVH IOPOO m - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - -- - - - - - - - - - - - - - - - 1 —�T - - - - � - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I-- - - - � - - - BTU PER HOUR BUT NOTOVERR5op005TUPER H011RSHALL BE z Z .. L INSTALLED WITH A 9 INCH VENT TERMINATION GLPARAHC.E,AND ?� w AN APPLIANCE WITH AN INPUT OVER 50POO BTU PER HOUR z < U SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION 1 0 CLEARANCE.THE BOTTOM OIF THE VENT TERMINAL AAD THE AIR (D 10 INTAKE 5HALL BE LOCATED AT LEAST 12'ABOVE GRADE U) .... .. ...................... ,p c ISI IGHT 51DE ELEVATION (BREEZEWAY 510E) LEFT 51DE ELEVATION 2015 IRG-R3122.1 3 6 = 1-03A = 1-0 M DrELLINS UNITS,WHERE TRME TOP OF THE SILL OF AN OPERABLE WINDOW OPEM N615 LOCATED LESS THAN 24' r' A e o ABOVE THE FINISHED FLOOR AND 6REATER TW 72'ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE C� ,r z X UNIT 7 8 UNIT 7 8 E>�OF ONE OF THE THE OP�zABLE YRNI70W SHALL GON4'LY WITH ONE of THE FOUANRNG, OPENINGS THAT WILL NOT ALLOH A 4 INCH DIAMETER SPHERE 7 TO PASS THROUGH THE OPENING IN ITS LWk5T OPEJ� POSITION. ❑ J O�. MODEL A (LAUREL) MODEL A (LAUREL) FALLPR�NDEVICES S60WRO�TG�IYET"AS�FNTO F,,E,f, (f}E WINDOW OP1341N6 GONIIROL DEVICE AFiLiZ OPERATION TO RELEASE THE CONTROL DEVICE ALLONNS THE WINDOW TO .. .............................................. FUMY OPEN,SHALL NOT REDUCE THE NET CLEAR OPEII% NUMBER AREA OF THE WINDOW UNIT TO LESS THAN 51 SWARF FEET. Ed 2016023 JI DUET CLUSTER = SHEET NUMBER UNITS 77 & 78z Nil ELEVAT:I O N S wAim I 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED f— Z W E Z U O A N ZLL U A B O 05C:3) A-b A-6 0 o '''' (D Q O r I— rnN} S c/) !E 2 Z - B A I 2' Z I- 0-u) 'f° rn A 6 A-6 AI.I Q w co M <.J r M ff nn � 54,-2* V UNE OF REAR CHEEK WALL 0 UNIT llUNE OF REAR GHQ TYPICAL PORCH SLAB 52'2' 2'-0' WALL o UNIT TI 5'-2' 4'-4'MA. 5'-4' •4'PL.SLAB MR13500 P51 GONG 6 R6NFORGED WITH 6x6,10AO KKM. I'2" I O' • FDI TMP 4 FILL TO q5%DENSITY 1'-0' I'2• 13'2' 14'-8' 14'-10' q'b' - -- - - - - - - ✓� L 4'WIDE J015T TYPICAL PORCH SLAB 5'-4' 4'-4'M.O. 5'4' 8 r--- SEAT.TA.SEAT 2 4v f Y v =l-)P- ' 4 6 •4'PL.STAB(MN 3500 P51 LONG) Q FDI I Q E-EVFDI Z R 11FORCED MR bx6,10Ao WYRM -0" •TMP I FILL To"DB1511Y Q u, 13'-8' n a• 6, v 7'O, b• T O,in 6, a, 12-0, O_ ;- 2Y•`' EKY - - - - FDI ONS I �.,�` --- HDI _ HD 0 ;e — 4'WOE JOIST FID C 2 SEAT.TA.SEAT I 8 o Of - 4 FD1 �_ `C © ii FDI q - _ :".:1.. _..._ MID• - D O• 8" b' m T-0' 8' 7'-0' v 6' 8' ^ 13 8, (212XID P.T. 0 2x12 FLOOR JOISTS (I fn -� b . , ;s 2 4 � - -= - = � I'-0" v- 7�,-0. 8, I,•-0, � ,-0. 4 0lb,OL. - - NNDOWO FDI E...._. ._a.. _._l O - 1 4'WDE JaST SEAT. DIRECT VENT HEATING EGIVIP. J - - - - - o - 2k 10' ll O I I I (( I TA.SEAT REV=(-)I-I}' SAB SEAT APPLIANCE CLEARANCE APPA I SHALL BE INSTALL®WInH TEP � EYP.BEAM POGKET WRAP CLEARANCES FROM uJPRATECTI3D O 2x12 FLDOR JOISTS p o (2)2X10 P.T. I , - ._i ENDS OF 60R IN ALUMIWM AT - --� mm -= - - coML�>?nBLE MATERIALS As ��/� POGKET OR PROVIDE 1/2'AIR 4 - 4 4 4- INDICATED ON THE APPLIANCE Q L I J 4'WIDE JOIST SEAT. - - - - - HD I I g AND IN THE MAN1FACn1RER5 DIRECT VENT HEATRNB EQUIP. , 2k b' ^ o - -� lo' ( \ J I q�. `I I SPADE ALL SIDES IN5TALLATI RSTRUC170N5. APPLIANCE CLEARANCE LANCES STAT � TA.SEAT E"=()P I�• I �a� 13'-0' 16'-8' I I'4' 10' Z 5HALL BE INSTALLED NTH THE A I I - J r : 1 12'PL.fiCIMATION 4 iI CLEARANC�i FROM UIPROTECTID , EYP.BEAM POCKET WRAP ( 4" I I I I I =�T- I i._ __ _r WITH DAMPROOFINS,ON PROVIDE FRESH AIR ❑ cO ISTIBLE MATERIALS AS - "� = = _ - 4 ENDS OF 60R W/ALUMINUM ( -fol I I ` i \ / I I 1 I I J - �I 24k 12'PL.FOOT1Ns CODE h1ECH EQUIP NDICATED ON THE APPLIANCE LAB$ i AT POCKET OR PROVIDE 1/2 fl I I I 2x12 FLOOR JOISTSPER w AND IN THE KANUFACILIOZ5Q 4 4 2x12 FLOOR JOISTS INSTALLATION INSTRUCTIONS. - - AIR SPA( ALL SIDES (��( , I I C \( LI I i I 10' II 4' Ib'-8' 13'-0' q'-b' I ` I 10' D a 1FLooR J01 TS i e I6 OL. I I I( ( I PINS a ouL TO BE ' —_ I DIA 5T1�Lou>MrN I i o 12'OL. EXPO=SED waTT3z ON 30k Sok 12'DP PC, i CODE ( 4 12-PL. FOUNDATION OUN RATIIDO � `f J I r 1 I L � _ _ / \ I � �1 �' I( I r - -T INSUATT37 As f'E2 LooAL FD1 _ ! i ii PROVIDE ET2ESH1 AIR N 24k 12 PL.FOOTING L I 1 C I _ Ff6 NAlU r `l �, I I I 14 10' 1 (- q'-0' 14'-0" I 15'-b' L J ! I II'-10'I II I__ 10" INTAKE To MECH EQUIP 2x12 FLOOR JOISTS I {� I 2x12 FLooR Jol5T5 HOT WATERllfF 016'OL. I 2x FLOOR Jas L Jb PL.FtATTON WALLPl rvUCTS TQ�E} o 12'oL. r 16 OL. cv n .q PL�5LPBB(11112500 P51 GONG1I�EMENT DJSUlATE7 A5 PE2 L4CALt r 1 II3}'DU15n� coin I \`• / \ I � PA-%E 3 CI hPICATFs •Aob ML Fjou E,HgeE vAP oR�I l ! ON Sok Sok 12'DP PG l - - FDPI L J FIRST WADS ' BARRIER � � r 1 4TH DAhPRROOFINGON20` \ FFODbbTfl Ff6 NAJN) L_ •4'C40WACTED 6RAVEL aASE s I �� �H5-TAILW10III'-10' L J 15'-8' M,-0, , q-0" -1 f- - 10' -� E T ` IIMFORMLY 6RAPED STONE W A � ib C' 'MAX 512E A561 ATE OFV—TYI'IGAL BASB�IT SLAB L J //r I v COMPACT ro gSAs DkT() rp r > O •4'PL.SLAB(14N 2500 P51 GONG) i N / D I � ill , I I -i JOIST I I ?< <D\ 3•_g• UNFINISHED BASEMENT I I I m 0 PL.FCUNDnaN WALL L •006 ML POLYEEHe a+E VAPOR I (i fX)F�N6 BARRIO DASFIEri�IN1E LIGATES L J FDI ASTM DTA.SEAT I I , •e'-0'GFILINEi HHF. ITMIO'P.C. FFOOI IN6 TAW c I •4'C0-fA6nD 6RANEL BASE I HOST FL GALLS I •(8-131 GIDSED CELL SPRAY FOAM L - ❑ T ANIFORMLY GRADED 5TOW W A I - ( _ r J I_ - E EV=(-)I'I�' I r I -1 r T INSLL AONB INSIDE FACE OF M. _ -J (••I••� \ - - _ NW1S,-FULL HT OR DRAPED ELANfT - x12 O Q - MAX.SIZE A66FWAIE OF15'- `� a.._ - _" "'L! - {- (2)2X1_._FI CISH LVL GDR,_ _ - - i m - GOMPACT TO 0%0515V) I __ _1 _ - _ -- - INSULATION tai uP J I i L J` _ - __L_ J ALL EXPOSED HOT W4TB2 PPIN6 o I I r , UNFINISHED BASEMENT �, 1< 2'-0' 10' q'-0' I I 10'-4 - - NVIOR HFAT1Ns DUCTS TO BE 3'-b' IN u A TE0 A5 PER NYS.GORE f T •(R I3)CLOS®CELL SPRAY FOAM 4'WIDE JOIST-- r I 2x12 F40OR JOISTS 4' � 4- , 4 r u� -- J R1sJL ALONG I61DE FADE t7F FW. \ ,n w I SEAT.T.O.SEAT `P °P l46'OL. " - "- -3'-4`- ' 5'-q' _ - S015T5 WVJ.S Ful HT OR DRAPED VLAHIKET r -I �// GTDR I EL El/=l-)r-1}' 2x12 FLooR Jot 1s INSULATION A...-.._ 71\\ � a I6'oL. I (\ - - 0 4 STUDS WITH I ( 11 f� I ALL EXPOSED H10r WATBt PIPING C - I / I ( = - SILL PLATES rAND/OR WATM 1 �- - MAIM AS DNYs TO BE L _ - 'I '�' \ /L J \ 51 %'(12-I3)BA I I �1 O 10' 2'-0' c� 4" 5'-q" 4' - 3'4' 4' a p 2x12 FLOOR Xp15T5 I f I I r - - - - J 51L15 0 16' JJ I ' P - , L.DTT' 2A L - J (n 2x4 5111D5 N 7 � - 2x1 FLOOR JOISTS � - TAY!E v._ - 2x12 FLOOR J015T5 iv Z I _ � I I .16•oL. Q l wITH DAr�,oAOF'�It 6 ON � �� ~ v l ( I Ibk 8'DP PL.FOOTING 4 a-0• { W r ( � PT SILL PLA - 5/6 (R-13)BA a \ I FDI . UP 12R_ +,'OL 12'PL.FOUrbAnON4'W17E JOIST 2 Hp 2 PT.FURRING STRIPSWALL WITH5EAT.TA.SEAT AND SILLS 0 16 - - - - - WITH 2'STYROFOAM L J O G.T(r I-1 , I IN511L.1�=10) mN I u' Q ®5D 24kAMPRO0FIN6 ON �1 BP/=(-)I'I' C�(3)2X12 F� _ I ' -1 L. I 20'-10" 8" 3' 9'I 5'-0 4" q FOOTING I I'4" 10' O r r A — 2x12 FLOOR JOISTS } IAA ELEV. 4'NDE JOIST 12'PL.FOUNDATION I - , O'-0' 4 13'PL.FOUNDATION WALL I 4 4 I 65 CC>RNER REBAR5 W/ 4'-0' I _ 4 = SEAT.TA.SEAT 4 g '• tpp - FDI NTH DAMPROOFI%ON WALL WITH 2'PT.FURRING 5TRIP5 IL LE65 o MIDPOINT of BEV=(-)P-I}' �1 DP 1��1�POEN �® ,,10�� all ;Ln I ry m NTH 2'STYROFOAM 165c 8'DP PL.FOOTING I �1 � FOUNDATION WALL I I'-6' HD o Q `r 2x12 FLOOR JOnj �J' INS L.(R=10) I I `I I FROM TOP t BOTTTOM. I - 2k 10' N 0 16'OL. FOOTING "1' 4" -0• I q' 3 a" 2' 20'-10' SLAB T _ • - ry 2X6 FU.)%I NTN TOP i 4 I I I OF FJ 0 12'OG. I s 7V L I •4'PL. MN P51 GONG) I F ( r- �I.. 2x12 FLOOR Ja515 Q •TAMP 4 F TO DENSITY � UNEXGAVATID TYPICAL b' -0' 8' 6 0" 8' b , 8' � N 2'x 10' - ( 85 CORNER REBARS W/ 4'-0" I - - -0 I6 OL.- - _ I SEAT :ARAF,F 51 AR I'6" LE65 0 MIDPOINT OF I I p DA (iy H{R}�IT�I•TOP <v t1ERF0RL®WTiH 6x6,10110 MU D4 _ _ •4'PL.Sus MIN. Oo P51 GONGJ 1- vi o ri 17 I ! I 4'PL.SLAB ONNN 3500 PSI GONG) I TYPICAL PORCH 51_AR Lj j L i = I� Ii= J N F Ig6Tf✓ I2 OG. I 'Q I •TAMP t FILL TO q5%DR151TY I k REINFORCE WTH 6x6,IOAO WY1M. Q < N M ao N r I ( O I •SLOPE 6ARA6E SUB DOWN 2' - •TMP I FILL TO 4516 DENSITY O TYPICAL PORCH 5LA13 e' 6-0' b' b' ' b' 5' b' it rOKAWS 6ARA6E DOOR I •4'PL.SUB(MIN 3500 PSI LONG) ''S XYLAVATED TYPICAL I I l REI FORCED METH 6x6,10110 WY1M u' I'$' I'$' o . PL. b 6 •TAMP 4 FILL TO 4516 DEr15ITY ,- I G4'S�3soo PSI coNc) A-6 TOP OF WALL Ali FDI •r ro`FIs DENSITY I I DN=-1'-2• 'SLOPE 6ARA6E SLAB DOWN 2' $ I -- - TOWiRD5&VASE DOOR - I F6VI A-6 I KAU v��2 I Ali 4 FAI Po1 4 0 0 0 0 0 0 L. 2'-2" b'-0'M.O. 1'-10' b'-0'MA. 2'-2' 2'-2' 4'-6' 8' 4'-b' 2'-2' � to U) U) v1 co > > > > > > w W w w w w LY � � � � tY 3 3 22'-2' 5'-0' 14'-0' FDI FDI LINE OF FRONT GARAGE WALL 0 UNIT 78 o 1.ENERGY CODE STANDARD:PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS 2'2' 4'b" 4'6' 2'-2' 2'-2' 8'-0'MA. 1'-10" 8b'MA. 2'-2' N APPLY TO ENERGY CODE ARE BEING 2� o 2.ALL CON PL WITH THE 2015 ITERNATOK ENERGY CONSERVATION CONSTRUCTION CODE THE AUTHORITY WAVING JURISDICTION SHAT BE 13'-0' 14'-0' 5'-0' 22'-2' PERMTITED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY FFFICIDNCY REWIRED BY THIS CODE 3.A PERMANENT CERTIFICATE SHAT BE COMPLETED BY THE BUILDER AND POSTED ON A A B WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY 54'2' 12'-0'BREEZEWAY A 1i A 6 Z w WITH IRC N1101.14. W 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSITBPPED AND MUTED TO LEVEL 2 a � EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 120'-4"OVERALL 5.INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SMALL BE O �j m INSTALLED IN ACCORDANCE WITH THE CRRERN LISTED IN TABLE 4024.1.1 WHERE W � REQU RED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL B A I COMPONENTS AND VERIFY COMPLIANCE. A 6 A b AI.I W O U w 6 TESTING-BUILDING OR DWELLING UNIT SHALL L DE TESTED AND VERIFIED HAVING LESS 0 '�� 2 Q THAN OR EQUAL TO 3 ACH50 IN CZ4A,5,6A TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. Z 7.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHAT BE INSULATED TO A MINIMUM OF R-8 AT 3'OR GREATER IN DWNEIER AND R-6 AT DUCTS LESS ULAN 3'IN w 4 °DU � UNIT 78 UNIT 77. Q zt 6A.DUCES SEALING-DUCES,AR HANDLERS AND FUER BOXES SHALL�SEALED. r 8.DUCTS TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN� °'�41N MODEL A (LAUREL) MODEL A (LAUREL) w 9.BALDING CAVITIES SWILL NOT BE USED AS DUCTS OR PLENUMS 2 L) 10MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>1D5F DEGREES OR <55F DEGREES SHALL BE INSULATED H � H , WITH R-3 MINIMUM. C7 m 11. MECHANICAL VENTILATION SHAH MEET THE REWI CEMENTS OF THE IRCAMC FOUNDATION PLAN FOUNDATION PLAN 12.EQUIPMEW SIZING-PER ACCA MANUAL S,BASED ON LOAD CALCULATED PER RCCA 3/16"=1'-O" 3/16"=1'-O" Z < < U MANUAL J AS PROVIDED BY A THIRD PARTE'HERS RATER. 0 CL (n 13 1GGF EFFICIENCY LAMPS 75%OF PERMANENTLY INSTALLED FD(TURES MUST HAVE W 14ALL HVAC,PLUMBING AND ELECTRICAL MIENS SWILL MEET THE IRC CIWIER 11 0 4v S/ 3ER ENERGY EFFICIENCY,INTERNATIONAL MECHANICAL CODE,AND INTERNATIONAL ENERGY 0 �ut- y CONSERVATION CODE R SHALL BE THE RFSPONSIBIlTY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS,DRAWINGS WRITTEN STATEMENTS OF THE MECHANICAL,AR CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW,EXISTING OR m UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REWIRED BY THE OWNER OR BUILDING DEPARTMENT. 15.ADDITIONS,ALTERATIONS OR RENOVATIONS:SHALL COMPLY WITH IECC 2015. V UNALTERED PORTIONS OF THE DEW BUILDING IS NOT REQURED TO COMPLY WITH � THIS CODE O 16RAMMUM ONE PROWMME THERMOSTAT SHALL BE PROVIDED FOR EACH ❑ O 1V E V� SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 ��- CONTROL SYSTDAS 17.ALL EXTERIOR WALL/FLODR/CEILING JOISTS SHALL BE AR SEALED AND INSULATED IN JOB MBER ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CALU TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. 2016023 W AB DENOTES: HVAC,Eaffli 1Y PER R ww1AL U TO BE PROVEDM BY HERS RAIM &ENERAL CONTRACTOR5 AND 5U6CANTRACTOR5 TO REVIEW HD= HOLD DOWN Q SHEET NUMBER TWE5E C.ONFRLICTION DOC I ENT5 UPON RECEIPT FROM DUET CLUSTER DIA AI1GFHOR BOLI US®A5 Han Dowty ,n,F HH✓ , nurR�rTOIt�,,•, . MULTIPLE LVL GIRDER GONNEGTION5: m 5M OETAIL'D/21'5HE:F D-1 0 GOMRY W 144M s" FOR ALL MULTIPLE LVL GIRDER5,LAG BOLT AIRGHITEGT AND REPORT ANY AND ALL DISGREPANGIES IL INICLUDIN6 ANY DIMEN51ONAL CONFLICTS IMMEDIATELY TO UNITS 7 7 8� 7 8 z HD DENOTES` •M51ZR166UIDHJIF5 TEAT I COOLING CERTIFICATE L51LE S NTEVLIITATIONS) TOGETHER W/ 1/2' BOLT5® 2'-0" OL.,2" MIN, 5 FOUNDATION PLAN C� 51MP50N HDU HOLD DOWNS H•v(14)#'505 5L� •"""^L 5"AND MAraIA1_v'coMPUAa1cF CBNTIRGATE SHILL BE�Iswlrr®e�•GRE G✓o�. A8=ANCHOR BOLTS o FROM TOP � BOTTOM, � MIN.4" FROM ENDS Ce0N5TRUGTION.00 NOT SCALE DRAWIN65 DIMEN510N5 SHALL SEE DETAIL'ICI'/5H!T•DI MA M',1'WAG LOAD GALCULATI 1G PROAAD BY HERS RATER. GARAGE SIMPSON STRONG rud15 BE CALCULATED AND NEVER 56ALED UNLESS OTHERK15E NOTED. W COPYRIGHT GRCH ARCHITECTURE RIC. 2017: ALL RIGHTS RESERVED U) Z W A B E Ali A-b 0 aj 54'-2' 0 C) 52-2' z n- p N = o A-b 54'-2" A$ AI.1 q+�,• 14'48' IS'-0' 13'-0' U =3 ) rn 57-21 2'-0" (n !Eu>2z Z 13'-0' 15'-0" 10 SQUARE H134 C7 PERMA CAST Q W M 14'-8' 9'6' . i np7 f6 rn COLUMN 446362 W/SQUARE bx6 P.T.P05T WITH SINPrSON = Lc) 1101b T-4" T-4" 4'-," 5'-0' FLAT GAP 4 BASE(OR EQUAL) BG523/b P05T GAP ANCHOR t r 00-CORNER GOL.UMN TO BE 51MPWN ABU56 P05T BASE ❑ U ^ M UNE OF REAR PORCH a UNIT 77 UNE OF REAR PORCH 0 UNIT 7T (Z 3016 TR PROVIDED W/SPLIT KIT (TVP-ALL Ca M) (3)3016 fl'-0'PORCH WIDTH M 10'5GUARE HBa6 PERMA CAST (3) 6 TR COLUMN 4463b2 W/SQUARE a t'M HT bxb P.T.POST WITH 51MFx�ON FLAT GAP t BASE(OR EQUAL) , �) �)' BG523/b POST GAP ANCHOR t - - - _ _ - 5IW50N ABU66 POST BASE-DORMER COLI TO BE (TYP-ALL COLUNtNS)PROVIDID W/SPLIT KIT D.O. 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NOTE 55 (4)2X4 +� f t 9'-b'ND HT (3)It X Ilk LVL POST UNE OF P05T a B05 o- 14R �T _ _ FLL15H GAMT1. `�� 2x12 JO VOL. .�% 2050 DH G Fq OVER 5TAIR3 4' 4' L JOPT.DININGAREA �) X IIS LVL 'ti 9' D 51 y I HD P05T2X8•G L a 16'OL.2016 TIR :r v CEILING MUD OOM - '-0' ILIN6 1 0 9'-b'HD HT r -I NOTE V. AV. � HI LINE OF 541#161 TIE 4' 0 b,3, 1 Nr b' b,�,UP IR 4. I 5--b- 205 -b' -b, 2050 DH (4)2X4' ' `�01D Q 1 = IP-O'CEILING POST 0 ENDS , 6 2X12 STS I6'OL I FLOOR DI (4)2x61 (4)2xb 2868 INSUL DR- I LINE OF DEN L_ J v 4' 3'4' I ABOVE PCUST POST 45 MIN FlRE 5EGON1D b P p 2518'G J 0 Ib'OL. ' (4pOyT fl I II cLosIN16 DEVICE A RATED W SELFP 12R D I OYER ,�, / 4 m "-' "' Z V-5" I 10'-8' 1 5'-5' b' 3'8" I' 13'-10' 4' X -0• 6' W V 6 51-6" 4' 6'-6' b' 1 8'-8' 4' I y UP Y II'-0'GEILR i = LINE OF 11 INSUL DR- (4)2xb I DI 4' b- 11 21'4' 6' `r Sow ?OIb TR U p P Q \ b I 45 MIN.FlRE P05T (4)2X6'DEN Q Y Q It - 5 II V8'L D FWH OPT. r '� 4 q'�' p Lo "-' , ` F' FOYER G/21 12R FLOOR RATED W/SELF T 4'P. ) I I 6'R-21 1 2050 pH R - DI ABOVE CLOSING DEVICE I BAITS o fl 19 A4 c) 4' 13'-10' I' 3'-8' b' 5'-5' II 10'-8' I 5'-5" 4' O r�0 \ �j �� 1 0)13/4X18•LVL FLUSH 11�S - - - I I �j " B _ (3)2,0.. 2016 TR FWH OPT. b' 21�i i v 4" o I o SEAT HIP TU 0 T-61 HD HT r 1 TD 5 k II V8 o I P01 11 2050 DH 1 6'R-2I I 15)2x4 �+ 15)2x4 I TL e COVERED PORCH r- — A4 19 IJ S' S' I 1 )2k r -1 BATrS Po5T o ENDS 10 I�aIS P05r a ENDS TWO GAR GARAGE 11 4 19 L Jit! 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I of LIVING SPADE caMMDN I I EQUAL)- COLUMN TO v P05T 0 ENDSi �c 14'-0' I_ RAIN' ,, r I CONGJ REIFFORC87 LAIN bxb, I �� ;P I WN15 TO 6ARA6E I (2)Ib'S1 IfiliTS BE PROVIDED W/ IT KIT Q N N t` N ao C3)2X8 P.T GIRDER SET TOP i �O DH O e Iv OL. jc I 10110 K GARAGE Sus DaNN IIIc I6'OG. d G D N eo N lo'SQUARE t6 PERM FLUSH F 2 12 61RDER5 o 51 OT-61 F12 Hr m 11 2'TONARD5 6ARA6E DOOR I i m A{, 11 I a 6 6xb P.T.POST LATH sIPSONN CAST 446392 W/ - - - - ) ••TYPE'x'GYP ED ON = I I W BG523/6 POST GAP ANCHOR a (3)2810 TR p SQUARE FLA GAP t BASE(OR - - - - - - - - - - SII 6ARA6E WALLS t CEILING IIS 0 OH DRI `oW70 OH DRI DI 51MP50N ABU66 P05T BASE 0 HT •k TYPE x'6YP BD oN MTOF LMW SPACIE C0+01 I I - - (TYP-ALL CaUMN5) (3) , DH BE PROM W/SPLITLUHN KI TO la'XT IN RL DR W DELIGHTS 11 WALLS TO GARAGE I I I - - - -� IID G I I G Dl21 GONi1NUOl1r )13/4 14'LVL FDR D/21 Lbxb P.T.POST WTH SIhP'.�ONI A-6 I I I pi 5b" 5'-0' 0)2010 TR BC623/6 P05T GAP ANGIM t W I DI LINE OF FRONT Q SIMPSON ABU66 P05T BASE � GARAGE WALL v (3) DH (TVP-ALL CO IM) DI 18070 oil DR 18070 OH 2'2' 8'-0'13.0. I'-10' 8'-0'RO. 2'-2' Sb' T'-0" l'-0' I'b' 10'-0" I'6' 01T ID 66 B - B r2-2 19 0 0 0 O O O 5'-0' 5'-0' Dl11 caNTINu011s )13/4 14'LVL HDR D/z DI �'2 19'-0" 13'-0' D !n vU vU vU !Q DI DI DESIGN N®• U356 W W w W W w I'-b' 10'-0' I'b' 7'-0' 1'-0' 5'-0" 2'-2' 8'-0'RO. I'-10' 8'-0'130. 54 2' 13'-01 I9'-0' 22'-2' DI A B © 1 HOUR RATED EXTERIOR A{D A 6 `' ��TI�'G'2� ���� Lo N BEARING WALL 54,-2. A55EMBLY-5EE DETAIL: �} I 12'-0'BREEZEWAY ti %~�\�.. A 6 A 6 -,r _.. f_----- . ..s.. ; .. ) ... ' .. Z ` � y�. .Y ) p .1 y ' L1Z�,�('+�/J'��1 /r, 1J� �{� i t r`y{` (` W UNIT 78 z w o AI.I UNIT 7 7 .�...... ....�.�� FIRE sI[3I= �. : �.) W w Y HORIZONTAL SECTION a MODEL-A (LAUREL)- MODEL A (LAUREL) z o FIRSTFLOOR PLAN FIRST FLOOR PLAN 1.WOW SUDS-NOM 213Y 4 IN.SPACED Ib IN.Or,WITH TWO 2 BY 4 IN.TOP AND ONE 2 BY 4 IML,BOTTOM PLATES.STUDS Lu w LATERALLY-BRAZED BY WOOD STRUCTURAL PANEL 5HEATHIN6 QTEM 5).WHEN MINERAL AND FIBER BOARDS*QTEM 54 ARE 0 v CONSIDERED AS BRAGII6 FOR THE STUDS,THE LOAD 15 RESTRICTED TO-*%OF ALLOWABLE AXIIAL LOAD.WALL.5 EFFEGTIVELY FIRE r 3/16"=1'-0" 3/1 G"=1'-0" STOPPED AT TOP AID BOTTOM OF WALL. ❑ L IV I N6 AREA= 1,62Q 50. ET. L I VI N6 AREA= 1,62a 50. ET. 2 6t P51R1 WkV@-ANY CLASSIFIED 5/8 IN.THIOL,4 FT HIDE,APPLIED VERTICALLY AND NAILIM TO 5TUD5 AND BEARING PLATES 7 IK Or,LATH bD GEHENT-COATED NAIL5,1-7/8 IN.LONG NTH V4 IN.DIAM IFAD. `+ GARAGE AREA= 442 50. ET. GARAGE AREA= 442 50. ET. I JOINTS AND NARJEws-(NOT SHOW-WALLBOARD JOINTS COVERED LATH TAPE AND JOINT GOhPOUID.NAIL FEARS COVERED Ili � U COVERED PORGH AREA= 281 50. ET. GOVERED PORCH AREA= 281 50. ET. 4 a� BLNKE SP-MINERAL FIBER OR 6LA%FIBER INSULATION,3-5/b IN.THICK,PRt FIT TO FILL WALL CAVITIES BETWEEN STUDS AND PLATES.MINERAL FIBER INSULATION To BE UFAGED AND TO HAVE A MIN DEWATY OF 3 PGF.6LASS FIBER 1- INSIIIATION TO BE FACED NTH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF O.9 PCF(MN R-13 THERMAL Q) ^ m INSULATION RATING). Z Iii S.WOOD SMIC1URAL PANEL 5NFADW-MIN 7/16 IN.THICK,4 FT NDE WOOD STRUCTURAL PAIH.S,MIN 6RADE%-D'OR'SFFATHING'. Q Q Q INSTALLED NTH LONG DHEWAON OF SHEET(STREN6M AXIS)OR FACE GRAIN OF PLY"D PARALLEL NTH OR PEI�DIGULAR TO Z STUDS.VERTICAL JOINTS GENIE�D ON STUDS.HORIZONTAL JOINTS BACKED LATH NOM 2 BY 4 IN..WOOD BLOGKIN6.ATTACHED TO (� O u I i 4� STUDS ON EXTERIOR SIDE OF WALL LATH 6D CEMENT COATED BOX NAILS SPACED 6 IL OG AT PERIMETER OF PANELS AND 12 IN.OG - ALONG INTERIOR 5TUD5. 6.E g5WR FAGN65-INSTALLED IN ACCORDANCE NTH TFE MANUFACTURERS INSTALLATION INN5TRUGTION5.OM OF THE FOLLOWING � C Y� EXTERIOR FACIN65 IS TO 13E APPLIED OVER THE SHEATHING: � G.NXID 57W7URAL PANT OR LAP SIDING-APA RATED SIDN6,EXTERIOR,PLYWOOD,05B OR C0MPO51TE PANES NTH VENEER 2015 IRC-R312.2.1 •; z IN DM$LM6 UNITS,WI Tit TOP OF 11NE SILL OF AN OPERABLE wNDOW OPENINGS FACES AND STIRUGT,6R WOOD GORE,PER F5 I OR APA STANDARD PRP-108,IMGLUDIN6 TFXfUREtU,RW6H SAWN MEDIUM DENSITY < * - A! LOCATED LESS THAN 24'ABOVE THE FINISHED FLOOR AND 6REA1133 THAN 72'ABOVE TIE Y BR115Ffffl,GROOVED AID LAP SIDING. FlNI%W GRADE OR OTTER SURFACE BELOW ON TUE EXTERIOR OF THE BULDIN6,THE _ . OPERABLE HINDow SHALE COMPLY WITH ONE of TIE FOLLowN6: NOTE: WOOD SPEGIEIED IN UL RATED DESIGNS ARE MINIMUM 51Z! 5.LAW R DIMENSIONAL STUDS GAN BE 5UB5TITIMV. •OPENINGS THAT HILL NOT ALLOW A 4 INCH DIAMETER SRIERE TO PASS TTN AM THE MULTIPLE LVL 61RDER CONNEGTION5: NOTE N• •°MING FALL IN ITS NnoN DEVICOPENED PM710K ES TMT Y HITI1 aSrrl F 2090 NOTE: UL X615 IN GOMPLIANGE WITH FIRE=RESISTIVE tZATIN65--AN51/1L 3 A5 PEi2�R302 ),c LW E W 0 0 FOR ALL MULTIPLE LVL CARDERS,LAG BOLT •ALL DRYER5 TO BE VENTED (INE WINDOW OPENiN6 CONTROL DEVICE AFTER OPERATION TO RELEASE TIE CONTROL ONE HOUR RATED EXTERIOR 1 ......................................... TOGETHER W/ 1/2" BOLTS ® 2'-0" OL.,2" MIN TO OIUTSIDE AIR PER CODE PEACE ALLOWING TIE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR ' •ALL wOW 1 TO BE OPENING AREA OF THE NNDow UNIT TO LESS TFwN 57 SQUARE FST. WALL RESISTIVE ASSEMBLY JOB NUMBER FROM TOP d BOTTOM, d MIN.4" FROM ENDS PRow1DED LATH DRAIN PAN15 NTS. A- 3— w 2016023 GENERAL GONTRAGTORS AND 5UBGONTRAGTORS TO 2015 IEGG SECTION R 403.3: 2015 IRC-62427.8(503b) NOTE: • EF =EXHAUST FAN, -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R-b 2015 IECC SECTION R 402.4.12: VENTING 5Y5TEM TERMINATION LOCATION: Q SHEET NUMBER NOTEREVIEW THESE CT AND UG PO DOCUMENTS UPON RECEIPT TINE ,00 TERMINAL O R.PWT VENT APPAU BE NTN TE INPUT DUET CLUSTER PROVIDE SPRAY OTE: HD= HOLD DOWN 50 CFM INTERMITTENT 0R FROM ARCHITECT AND REPORT ANY AND ALL AND DUCTS OUTSIDE THE THERMAL ENVELOP SHOULD BE MIN.R-6. AN APPROVED HERS RATER TO OF lopoo BTU PER HOUR C3KIV 0R LE'{SHALL BE LOCATED AT LEAST _ FOAM IN5ULATION IN ALL WINDOH5 SHALL BE STAIR MANUFACTURER TO DE516N STAIRS TO ® 20 GFM CONnN OLS, DISCREPANCIES INGLUDIN6 ANY DIMENSIONAL GCMFLIGTS -5EALIN615 MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OPENING INTO A BUILDIW,AND%X+f AN APPLIANCE LATH 6ARA6E GEILIN6® ANDERSEN 200 SERIES MEL=T'ALL APPLICABLE GORES AND TO IMMEDIATELY TO ARCHITECT FOR CORREGTIVE -JOINTS,5EAM5,AND CONNECTIONS SHALL COMPLY WITH SECTION M-1601.4 LEAKA6E,AND COMBUSTION SAFETY IN�,1, IOADD ►I�,R Nlor o PER UNITS 7 7 & 7 8 _ LOCATION OF REPORT ANY-'----'A%IE5 AND CONFLICTS cm OF THE 2015 IRC,. TESTING AND PROVIDE A WRITTEN M� BE 116TMLM LATIN A a INCH VENT TERMINATION CLEARANCE, Z ® CARBON MONoxIDE MEA_q)RE5 PRIOR TO CON5TRUGTION.DO NOT SCALE AND AN APPLIANCE WITH AN INS OVER 50PX�P>�HOUR�NAS FIRST FLOOR PLAN BEDROOM ABOVE TO THE ARCHITECT PRIOR TO STAR FABRICATION. O DETECTOR DRAWINGS.DIMENSIONS SHALL BE CALCULATED AND -DUCTS SHALL BE PRESSURED TESTED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RE5ULT5 AT LEAST A 121NrH VENT TI32MINATION GLEARANGE.THE BOTTOM of THE NEVER 56ALED MLE55 OTHERW15E NOTED. RG116H-IN TEST AND A WRITTEN REPORT OF THE RE5ULT5 SHALL BE 516NED AND THE AIR INTAKE SHALL 13E LOCATED AT LEAST 12' U) A3 %V SMOKE DETECTOR BY THE PARTY CONDUGTIN6 THE TEST AND PROVIDED TO THE CODE OFFICIAL. ABOVE 6RADE W COPYRIGHT GRCH ARCHITECTURE IP.C. 2017: ALL RIGHTS RESERVED H Z W E :Do O 0 ' 0 z w o rn m +:33 05 ~ i A B ■ Qom a' Ali Ali +_+ 1041 > (l) !E a) z O L- X�� M U Q C) ca v B A I _ r- `� co A b A-6 ALI ElU M °° L.iM tun_ cp V [Z 90L-jJ AL16N FASCIAS(�--�— — — — — — — — — — — — 11'-0'PLHr i �( II I I II 4 o II I � r --t 1 ® I HOUR RATED EXTERIOR AL16N FWIA5 (� C_�— — — — — — =_ _ — — —❑ [-1( [3EARIN6 WALL I —1 � u'-0'PL Hr —� IF — — — — — ASSEMBLY-5EE DETAIL: e fL,-j]lF- iiEE I /� F I �- - - _ - - L�- - - - — o MI - - - - - II II I _ ZI_ _ - - - - - � I FF- I oH. - - -• _ _ - LII ! I I II \ �a 2x6 OUTR16fiB25 0 16.0c I I I -1 - - - � - - - - I r_ /-/ i II I I I 11 I � I .�.._-�•� �J- -� I \ I �"I I // I I /I ( I(-I--�) ! ba A�TRIM Duet 1xe 1 1 I I I I I I I I I \ / I( I f `..� I \ I J / AZEK RAKE BOARD I I 'I � II � III ! \ \ I I //I I I II_ _�-� I (-� I- ��-� I - - - - Ilk,- - - - - - I I I I - h \ L - - - - - - - - � I / I , ! I I I i1 O ,, 2xb NAILER ac � � I I I I \ i I I \ 41-01 PL HT \ / 3 I I I i IIL _.T VERW SOFFIT I i / I L -�•-•, �•.I IL----/ � I / I_I_ I I. — ' — — I I—Y b'AZEK TRIM BOARIi cn `�- - -- - -- - - -- -- - - -- -- -- - - - - I I I I AIRSPACE W-0.PL� / I I / I I 4' 14'-0' 6'O.H. 2x10 rzlooF w4FTaz5 0 ib'OL. `J - I _ •••—� I._. __I—1 \\ �� \ j / `� / __ _ _ _ L< � � q'-0•GeILINS — �o DN ISRLOFT ! I I I -- - -- -- ---- �" -- -- ---- --- — 4 6 5'-,' / 4 4'-I' - 5'-II' 4' 36'k16F1 L �� � RAILING / i-__ _ n - - - - - - -IIS- „. N 14'-0• 4• ! I \\ I \\ Qi — — — — — CONT.25c4'BLocKINs � I5R 4'-0'CEILING I \ I OFT I I •I•s-- � \ 36 HIGH � RAILING 5'-II” - 4'-I' 4' \ 5'-,' 6� 3'-1' 6'I — a iv — _ _ 6' f 5'-0' 4' 4--5- \ / III I OL.-FRAKV SOFFIT � _ _ _ _ _ _ 7 Q ® L U - - - - — — — — — — — — — // \ I I I wc, �, \ — — — ! DENTIL BLOCK�DTLBbx6xe H cE1 \ ( I BY fYPOT•OR EauAL 22x 3o'ATnc \ 4 � � I I I I i r�2x6 eLocaN6 \ 4' s-0, _ ` 6• I _ — - — _ — ACCESS HATCH 6• ,'-0'PL Hr I I I O i III a 4'e' - _ - I O I I I U I !� ;_ - _ -I / wGJ ®, I I I ! I I I 1•u FASCIA r Q I I F— LIPPER �I I I I ! 6. 6,2. 3'6• I I III 22•X 30'ATTIG I ! Tv -I ;i I — — _ _ — _ _ — I GABLE 5HINSLE 51DRT6 I ( 'off I I I T-O'PL HT I r b. , ACGE55 HATCH ! ��- - - -� I! WALL L -cr PL HT I __ _ __ 6'Im6H RLRb K"IN6 g zu to P.T.LED6Ez SEu� GABLE TER — - — — — — — v I— I I I I I I[5/ I ( !I I - — —— — - - f W I_>'0xb'56.LAB BOLT5" II ABLE I / ' _ I I ( 6' rASFf i)5TA66� I (I ( _ I I) ( I( T i D 0 24'OL.-TYP. rrALL I I ,_ _ _ . _ I I I 6' 10'10' S-T' I I I I i I 2x6 GABLE END wALL �L _ ^_ —_ I - 1z'-0•PL N7< I 5�® I I ( ry f 4 I cA t cE ; I I I I 51NP5oN A3a cort�croRs _.. I r r r r I I I I BED 00 #2 I - o N M " N I I I — — _ — — — 2xa RIR o 16'oc. 12 r3)2x10 FLusH GIRDER Q N N � N c" I I I I I _ - 10 F- , 10'10. 6• 1 a �I I I srANolNs sE/w r�TAL ROOF 6' l i I I I I A_6 T qce� I I I INSTALL PER MAN1F.5PE05 BEIDR i0 #2 11 I I ,'-e'PL HT—" I I I r-e'PL NIT) (E it II f I II '=-�— _ _- -- _ ._. — — — --`--�' I I ; I I 1 � ! I I I— c — (2� - � —J I 51MP50N N25A CONNECTORS - (,I�• PL HT — — — y 4 ...............:.::...::.:.::. ... ..:.. z z z z z z 3050 Ike'FASCIA eD I 0 0 0 0 0 0 e e'-0' HT SIMPSON A35 GONPEGTORS050 VH � o (3)2x10 HDR 25c 6 SOFFIT BMS 0 I6 Or, N 0 e' 'HD HT 5'-,' II'-0" I I o 12'(8339)BATT5 ALI I I TRANSOM KWON DEN t i I w A B b+ 2W a 16.00 FOR SEAT 2 A-6 4 CLOS.CELL SPRAY FOAM O m GA519I NT WINDOW I ( INSULATION TO COMPLETE..Y W O � FILL SEAT CAVITY B A r2)2'xbl o END W A35 SEAT W O W ui A-b A 6 51MP50N GOMEGTOR— SIMPSON H2 3A CONNECTORS H 1N AZEK TRIM BD z 6YP BD 2 � 3/4'T#6 05B%%FLOOR- W n Scm3ty-RUN UNIT 7 8 UNIT 7 7 ,�6' THING - - - AT B 1 P�,� ❑ MODEL A (LAUREL) MODEL A (LAUREL) FIR5T FLOOR LINE .� _-- _ -- - - U z' N., 1 zLi w SECOND FLOOR PLAN I '� I < SECOND FLOOR PLAN I � i Z w a Q 3/16"=1'-U" 3/16"=1' 0" U) ...... ........ o .......�... LIVING AREA= 310 50. ET. I I LIVING AREA= 370 5Q. 1=T. 2 w w � ;. ... E aDq�i' UNFINI5HED BA5EMENT U C-1 TOTAL LIVING AREA TOTAL LIVING AREA 1 9 9 9 S F T. *`r 13 CLOSED GHl SPRAY Q (�� r r , C�3 R 19999 S Q. FT. Q, tir F�O-AM INSUL AIAN61N51DE FADE f OF FHD.WAlL5-M HT OR w * 0 •`,= c G r`y DRAPED B1ANITT INSULATION SEE ROOF PLAN FOR ALL 5TRUGTURAL FRAMING INFORMATION �- BEARING WALL ° \ o ' ® I HOUR RATED EXTERIOR 1 �F F- -- A55EMBLY_SEE DETAIL: 3 BAY DETAIL e /� 4 NTS. JO (JMBER �: 2015 IRC-83122.1 j'� 2016023 EN6INEERED J015T EF ,E*tAUST FAN, 6ENERAL.GONTRAGTOR5 AND 5LIEC.ONTRAGTOR5 TO ONE CARBON MONOXIDE ALARM IN N&1 IN Dreg INT6 UNITS,W1mRE THE TOP OF THE SILL OF AN OPERABLE WIN70W oPe+IN615 IAGAT®LE55 THAN Q SHEET NUMBER ■ 50 UM INTERMTTTENN OR REVIEW THESE GON51RUCTION DOCVFlENT5 UPON RECEIPT ONE AND TWO-FANCILY DPE LIN65, 24•ABOVE'THE FINISHED FLOOR AND 6REATER THAN 12 ABOVE THE FINISHED 6RADE OR OTHER SURFACE DUET CLUSTER SHALL NOT BE GUT, NOTE: NO HD= HOLD DOWN MULTIPLE LVL GIRDER CONNECTIONS: ® 20 GFM cONTINuous TOwAIq�ES AND VNE111%W1T5 IN BE_OW ON THE EXTERIOR OF THE BUILDIN6,TI•E OPERABLE WNDOW 5HALL C 4LY WITH ONE OF THE _ STAIR MANUFACTURER TO DESIGN STAIRS TO FOR ALL MULTIPLE LVL ONNEC 5 LAG BOLT FROM ARCHITECT AND REPORT ANY AND ALL FOLL IN6 NOTCHED AND HOLES GROUP)AND UNIT O r 05 UNITS 77 & 7 8 BORED�� ALL WINDOWS SHALL BE � DISGR�ANGIES INGLaAIN6 ANY DIMENSIONAL CONFLICTS, �oPENINc�THAT wLL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS THROU6IT 7NIE oPeuNs IN ITS MEET ALL APPLICABLE GODE5 AND TO ■ " 00-OPS)Alm UNITS OTNIER O FOR 5AIF LAR6EST OFEMM POSITION. z ANDERSEN 200 SERIES TOGETHER 4 I/2 BOLTS® 2-0 O.G.,2 MIN, cot MEA5U E5 P TO ARCHITECT FOR CORRECTIVE NOTE IN VR IMN�7IATE VICINITY OF SECOND FLOOR PLAN SPECIFIED BY THE REPORT ANY DISGREPENCIES AND CONFLICTS FROM TOP 8 BOTTOM, � MIN. 4" FROM ENDS ® vGErEcro � •FALL nTZFramoN vencEs THAT COMPLY wTH ASTM F 2040 CO ©=Ttl1PERED PLEASURES PRIOR TO CONSTRUCTION DO NOT 5GALE LEVEL CO,ON THE EDROT Fl. ME MOON OPWN6 CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DeOGE ALLOwN6 MANUFACTURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. GLAZING DRAWINGS.DIMENSIONS 5HALL BE GAL.GUATED AND S' THE KWOW TO FU1Y OPEN,SHALL NOT REDUCE THE NET CLEAR OPBIIN6 AREA OF THE wNDOW UNIT TO W SMOKE DETECTOR NEVER 5GALFD UNLE55 OTHERWI5E NOTED. ` CODE LE55 THAN 5l SQUAT2E FEET. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED W H Z w 0 02 0- 2 Z w � O o rn `b � ' • �� � . N} I CD -� ,�Z — •7 ,w) C ❑ r- °O N U N M LruLn_ sV :if IL I A B A-6 A-6 Z O B A I I- A-b A-b AI.I w . I- Iq'-O'6ABLE WIDTH 1 (/) Z II'-q'PL HT O A9V BT FLR Cr� w O Iq'-0'6ABLE WIDTH ' n _ _ _ II'-q'PL HT � _ -_ - - - _ __ -_. -- _ ABY IST FLR I_ AD ll5T RIDGE HE6Hr _ -- - --= _ = _ - __ -, -1 O ` ' �. . - - - ._._12..._ . iq Z II'-q'PL HT TO Cam OVER �._ _..._ .__.. - - "' _._ :r ABV IST RR IABV IST FLR F' �`� I I 2x10'RR a ib or,. b� E 2x10'RR 0 Ib OG. I AlJ6N FASCIAS ❑ t 4' Qj� C) , 11 ' I EZ ( 11 W r--I1 III-41 PL Hr a ABV IST Fm r.—.- - .- .-: -. -:_. - .-::::.: -- .- -: �7 II'-001 PL Hr 16N FASCIAS 5� (- ,.- - -- - - -- - - 1 _ - - - -� _ � ADJUST RIDGE HEIGHT ABV IST RR �� -� - - - I N 1 '� . TO GENRR OBER - - - Au6N FASCIAS 2x10' 0 Ib oG. E �10 2x10' 0 I6 OG. FIREPLACE CHASE n'-0'PL Hr - :. :..:....:..:mms:.- �I�^:. - - I2 4 i I I ABV Isr RR ..:::::: :to "D -- - I':i: ...........% ;:;{? ....:.:`:i:.is:i::':;: I.i::::; ;'<` :`.ts: i`:SS':';,;,s•;;,;:: 7 -. ::I I II'O•PL Hr I I I ' III /7 �- =_ �" % 2x10'BRIO Ib oG. ;:< fl I ABV 15T FLR �4 > r _ 1 n T- - -I I:::: �� ) - P A116N FASCIAS I� 0 0 = I I I - ABV IST FLR I (� I - - - - . _ __..... - - 4 I I + ;:.:::.:::::.::.::.:::.::.::.:.::.::::.:::•:::::.:::;....:.::.::::::.::.::=....::::;.;::...:;;:>::::.:.:;::.::::::.::.:::.:..:I ii, }:::; .. .. 0 f: _ I .................... w ASR{ALT ROOF 51#N6L.e5 I ..... 10 .... 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