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�p�UEFO1K�oGy Town of Southold 1/26/2020 P.O.Box 1179 C* 53095 Main Rd oy Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40286 Date: 3/27/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 5 Harvest Pointe Ln Unit 124, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-64 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/24/2018 pursuant to which Building Permit No. 42377 dated 2/14/2018 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 124) The certificate is issued to Rimor Development LLC A of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0178 1/22/2019 ELECTRICAL CERTIFICATE NO. 42377 1/9/2019 PLUMBERS CERTIFICATION DATED 3/15/2019 Su lk Plum g Cont. u h0Signature .0'r, TOW OLD � BUIL �iq5 ENT TO E E Ca _ AnnexT Lp Telephone(631)765-1802 -4 hit ain Road ' Fax(631)765-9502 Ol .Box 1179 G Southold,NY 11971-0959 B T Oou ,� (THIS PERMIT MUST ON THE PREMISES WITH ONE SET OF SPECIFICATIONS UNTIL FULL CO AUTHORIZED) Permit#: 42377 Date: 2/14/2018 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 124, A-1 Unit) At premises located at: Harvest Pointe Ln Unit 124, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-64 Pursuant to application dated 1/24/2018 - and approved by the Building Inspector. To expire on 8/16/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO -NEW DWELLING $50.00 Total: $2,183.20 Buil ing nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application mast be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal,(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board,Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. ,2. A properly completed application and consent to inspect signed by.the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occ pancy-Residential $15.00, Commercial$15.00 Date. l / New Construction: Old or Pre-existing Building: (check o e) Location of Property. (/7i�' (]6�� House No. treet Hamlet Owner or Owners of Property: tt►'►1 a V- I(,�� 111 y � .Suffolk County Tax Map No 1009, Section O Block E' Lot ,�Subdi�vjsion 'v OP Seo P,-Uiled Map. Lot: Permit No. Date of Pep. Applicant: (�Wtd Heallh Dept. Approval:_ _ �s / A� ;� Underwriters Approval: 'Planning Board Approval: ((( Q� �' ( -� Request for: Temporary Cert ,cate Final Certificate: 41ic one) Fee Submitted:$ na ire t CONSENT TO INSPECTION L-C the undersigned,do hereby gn do(es) y sta te. Owner(s)Na e(s) That the undert' is) are) h=wner(s o the re ise zun of Southold, located at �� J i which is sh wn ar ltdesignated on the Suff lk C un T Map as District 1001, Section 04-.4dock 6 L,Lot to That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Buildn, ector's fficel for e f 1 w ng That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described,property,'including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections,do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: l 7i7r 8 i na (Print Tt4r�j (Signature) (Print Name) S®�j�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® a� roger.richest(-town.Southold.ny.us Southold,NY 11971-0959 C®UY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Rimor Development LLC Address: 5 Harvest Pointe Lane (Unit-124) city Cutchogue st: New York zip: 11935 Building Permit#: 42377 Section: 102.1 Block: 1 Lot: 64 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 150A Heat GAS Duplec Recpt 52 Ceiling Fixtures 17 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 4. Main Panel 150A A/C Condenser 1 Single Recpt 2 Recessed Fixtures 37 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect 150A Switches 43 Twist Lock Exit Fixtures 9 TVSS Other Equipment: 2- Combination Smoke/CO Detectors, 10 ARC Fault Circuit Breakers, 6- Combinatior GFCl/ARC Fault Circuit Breakers, 3- Bath Fans. Notes: Inspector Signature: Date: January 9, 2019 0-Cert Electrical Compliance Form As S 0/]PIZ Town Hall Annex x Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 f BUILDING DEPARTMENT nDD TOWN OF SOUTHOLD MAR 1 5 2019 CERTIFICATION Date: Building Permit No. Owner: LfL-L (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (PlurflKers Signature) Sworn to before me this day of ftW_Ckl 20 AWA FIORITA Notary Public,State of New York Reg.No.01 F16368364 Qualified in Suffolk n Commission Expire z 1/y, J�,!Slow, Notary Public, O-MAA COLInty OF SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1602 INSPECTION - r FOUNDATION 1ST [ ] ROUGH PL13G. Vm-frk [ ] 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 �21 �� SOF 50UT hod yO� * # TOWN OF SOUTHOLD BUILDING DEPT. °`yoourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION- FRAMING N ULATIOFRAMING /STRAPPING [ FINAL D [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING / REMARKS: Cbo G31/ 017/, V� �Cl7 sGft Q fA CPA -c� W LOK�-ov- DATE INSPECTOR OF SOGTy� * # TOWN OF SOUTHOLD BUILDING DEPT. `yco765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL &-, 6 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTO SOUlyo V I �'YOOUM'I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ FOUNDATION 1ST f'1/� [ ] ROUGH PLDG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A �' ®✓w� �U ® ioot/ �o MM r G DATE INSPECTOR BOE SO(/ly o� N O i 0 MV a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] 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) REMARK : �V_Af/�AA DATE ANSPECTOR So uo ��-Lt �0 UTyo� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPEC 'ON -- [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FI LACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: St�ft#016 z ole axk U 1vwtY r V� v-,. PA& 0 DATE INSPECTOR ` OF SOUlyo� TOW OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION 2377 [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION CGCd�� [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 1 �� INSPECTORS-Z' un<< � SOF 5001 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: Fr✓ f W D.k-• �,M�Lo� 0 ®✓ ud✓ v DATE INSPECTOR GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANMA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 January 22, 2019 Town of Southold Building Department nDD 1= r , j 53095 Route 25 4•• L , Po Box 1179 MAR 1 5 2019 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector ` l Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 124 Permit No.42377 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. Res ectfull submitted, ,��RED ARC,S, 0 CgERT Cyd CA Glen rveny,AIA, LEED AP Princi al (P '9 X23810 Q T4�F NE�y «n��'. ,,C� �"� J:M+'•W i7 t' i« >:Y'.>•• +f^ts,'snr �'e1•S�Fw'".i4N'Pf _ .,y„" r.,'.�"�'d4.` ri F'� ..S•.,4a,� M � La»'. r. �;.;w,,;, ,. GIaCI-I r;:,- `�� '=s�fe�t^' _� � �'s',�.�� ;M.�:���.�`• F ',,,'. '> `,z,.,'��;�3xk#.:t�a-�z�5ARCHITECTURE PC I,. 5750 ExPRESS DRIVE SOUTH SUITE 202 ',`4r,,,c1..v.;_-.Y r�%y iF}..E:'.s•,";,Yyn. ,?n,;i.�•e:4in�`x'+cFr� %:;• '�~ ISLANDIA, NY 17749 y.:`.. VVWW.QRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 FD Town of Southold �;' �-` '' ' 'a� `� ; Building Department `• + 53095 Route 25 MAR 1 5 2019 f PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker `m T" ' "�. Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 Y" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu IX submi ed, D ARC \5�oOERT oh,�y�j� U'v 2.G Glen Chery y IA, LE AP Principal s '9 02381 Q� ��OF NE�� S Manual S Compliance Report Job: - - wrightsoft° Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 5 Harvest point Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB• 71.0°F Latent gain: 3500 Btuh Entering coil WB. 63.5°F Indoor design DB. 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type. Split AC Manufacturer- Generic Model- SEER 16.0 Actual airflow. 800 cfm Sensible capacity: 16800 Btuh 96%of load Latent capacity 7200 Btuh 206%of load Total capacity: 24000 Btuh 114%of load SHR 70% Heating Equipment Design Conditions Outdoor design DB- 10 0°F Heat loss 46217 Btuh Entering coil DB- 63 VF Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type. Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 875 cfm Output capacity- 48000 Btuh 104%of load Temp. rise. 50 °F nD Meets all requirements of ACCA Manual S MAR 1 5 2019 -�-wrightsoft 0 $ 2019-Jan-04 16 43 43 ^=• i@NabV&.66wI4Cnav,ivmpc, Right-Suite®Universal 2018 18 0 32rRSU20066, ;D Page 1 ACC[{ Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W Residential ■ - Review • Form RIPER 1 ACCP. for HVAC System Design • • 15 Mar 09 Ngcrino-adxsnWrehs Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes [-] No Mechanical license or MJ 1A Form'(and supporting worksheets): Yes E] No F1 OEM performance data(heating,cooling,blower) Yes E] No Building plan# Manual D Friction Rate Worksheet Yes Ej No n Duct distribution sketch Yes E] No FJ Home address(Street or Lot#,Block,Subdivision)5 Harvest point Lane,Cutchogue, NY 11935 HVAC LOAD CALCU LATIO 40 Design Conditions Buildinq 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 46217 Btuh Number of bedrooms. 3 Conditioned floor area 3788 ftz Summer Design Conditions Number of occupants- 3 Outdoor temperature- 83 'F Indoor temperature: 75 °F Windows Roof Grains difference 30 gr/Ib @50% RH Eave overhang depth 10 ft Sensible heat gain 19979 Btuh Internal shade blinds Latent heat gain 3977 Btuh BOnds,drepes,etc. Depth Window Total heat gain 23957 Btuh Number of skylights 0 HVAC EQUIPMENT SELECTION (IRC M 40 Heating Equipment Data Cooling Equipment Data Blower Data E7uipmenttype Gas furnace Ellipmenttype. SplitAC Heatingcfm• 875 umace,Heat pump,Boiler,etc. Ir conditioner,Heat pump,etc Coolingefm 800 Model Generic Model Generic Static pressure 0 60 in H2O AFUE 92 SEER 16 0+ Fan's rated external static pressure for design airflow Heating output capacity 48000 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT DISTRIBUTION ■1 Design airflow. 875 cfm Longest supply duct 478 ft Duct Materials Used Equipment design ESP 0 60 In H2O Longest return duct. 201 ft Trunk duct Sheet metal Total device pressure losses: -0 6 in H2O Total effective length(TEL): 679 ft Available static pressure(ASP): 0 01 in H2O Friction rate: 0 001 in/100ft Branch duct Round flex metal,Sheet metal Friction Rate=ASP-(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature- Date. Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist Wr rghttsoft° RI ht- �,,,,,., ,,��—,, g Suite®Universal 2018 18 0 32 RSU20066 Load Short Form Job: - wrightsofto Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 5 Harvest point Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1422 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0 021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 060 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -01d' wrightsoft® 2019-Jan-04 16 43 43 lk Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 JCC A Model Al MAN JSD%Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip @ 088 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed -F- wrightsoft" 2019-Jan-04 16 43 43 nwid•/a m.N.w..j.nvy.q Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 SCA Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W Pro Job: -�- wrightsoft ect Summa� � Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 5 Harvest point Lane, Cutchogue, NY 11935 Notes: Design Information Weather. Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 of Outside db 83 °F Inside db 68 of Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent(68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/ 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(ft2) 3788 3788 Equipment latent load 3500 Btuh Volume(ft') 28430 28430 Air changes/hour 032 0.14 Equipment Total Load(Sen+Lat) 18972 Btuh Equiv AVF(cfm) 150 66 Req.total capacity at 0 70 SHR 18 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating Input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0 021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed { Wcig171t5oTt" 2019-Jan-04 16 43 43 �C Right-Swte®Universal 2018 18 0 32 RSU20066 Page 1 ACM Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W N Second Floor Bed 3 81 cfm 129 cfm 30 cfm Loft 6x16 p Poser Ret Riser 28 cfm410�� 6x16 2 Stair Up .lob#: Energy Testing Services LLC Scale- 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 5 Harvest point Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18 0 32 RSU20066 2019-Jan-04 16 43.59 SDU2imor Model Al MAN JW JA rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star Y c m Continuous Use Timer Breakfast Area 01 Cfm Li �51 cfm 9182 cfm L82 fm Master Bath Master Bed L99 cfm � cfm tGtchen Living Room Hall SRr WIC 1 K16IU 14 uIIII d p undr�34 fm WIC 2 K 12 %th 1 7 dm Stair Foyer Bed 2 Garage LL91 cfm 8' Job#: Energy Testing Services LLC Scale 1 - 106 Performed by Energy Testing Services L... Page 2 1648-A LocustAve Right-Sude®Universal 2018 5 Harvest point Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18 0 32 RSU20066 2019-Jan-04 16 43 59 SD\Rimor Model Al MAN JSD JA rup N Basement Make up air 68 \r�nn Skuttle Model 2161 262 cfm 6" 9" L--'j 6„ 4xi 6" tt 10' 10" 6, 5" 90.1 Base ant 26" 8„ up Re, Ret Poser 10.1 4x 16 10" 9" 87 cfm 87 cfm L-L�87cfrn Job#: Energy Testing Services LLC Scale 1 : 106 Performed by Energy Testing Services L... Page 3 1648-ALocustAve Right-Sude®Universal 2018 5 Harvest point Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2019-Jan-04 16 43 59 SD\Rimor Model Al MAN JSD JArup Duct System SJob: -�- wrightsoft� emummary Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 5 Harvest point Lane, Cutchogue, NY 11935 Heating Cooling External static pressure a60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 059 in H2O Available static pressure 0.01 in H2O 0 01 in H2O Supply/return available pressure 0.007/0003 in H2O 0007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length(TEL) 679 ft SupplyD' Table Design Htg Cig Design Diam H x W Duct Actual Ftg Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 easement-A h 3482 87 8 0 004 8.0 Ox 0 MtFx 23 8 160.0 st2 Basement-B h 3482 87 8 0.003 116 16x 4 ShMt 48.5 225.0 st2 Bath 1 h 474 12 5 0 006 4.0 Ox 0 MtFx 16 0 950 Bath 2 h 1098 28 18 0 002 5 0 Ox 0 MtFx 66 5 400.0 st8 Bed 2 C 1618 86 91 0.006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 C 1428 66 81 0.001 8.0 Ox 0 MtFx 76.3 4000 st7 Breakfast Area c 1781 99 101 0 003 9 0 Ox 0 MtFx 16 8 2250 st2 Foyer C 2655 102 150 0 003 10.0 Ox 0 MtFx 438 2050 st2 Ktchen c 1755 42 99 0 007 9.0 Ox 0 MtFx 2.3 95 0 Laundry C 609 20 34 0 002 5.0 Ox 0 MtFx 48.8 3150 st2A Living Room C 1455 72 82 0 002 8 0 Ox 0 MtFx 25.8 3250 st2A Living Room-A C 1455 72 82 0 003 8 0 Ox 0 MtFx 15 5 2150 st2 Loft C 539 26 30 0 001 5 0 Ox 0 MtFx 68 0 410.0 st7 Master Bath C 894 34 51 0 002 6 0 Ox 0 MtFx 38 3 325.0 st2A Master Bed C 932 51 53 0 002 6.0 Ox 0 MtFx 53 0 2950 St5A Master Bed-A C 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 3000 st5 WIC 1 h 625 16 4 0.002 40 Ox 0 MtFx 58.8 325 0 st5 WIC 2 h 485 12 2 0 002 4 0 Ox 0 MtFx 56.0 290.0 sty Bold/italic values have been manually overridden W rightsoft$ 2019-Jan-04 16 43 43 Right-Buda®Universal 2018 18 0 32 RSU20066 Page 1 /tC Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (In) (in) Material Trunk st6 Peak AVF 119 129 0 001 236 100 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0 002 268 60 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0 001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 230 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 84 16 x 6 ShtMetl st6 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (In) Opening(in) Matl Trunk rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 1993 0.001 236 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 833 0.004 245 140 Ox 0 MtFx TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (In) (in) Material Trunk rt2 Peak AVF 788 936 0 001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl rt2 2019-Jan-04 16 43 43 wrigF•tSomft� Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 / C� Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W name Energy Rating Cerdficate Property HERS Al Holly Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2019-02-14 Rating Number: MC092 5 Harvest Point Ln Registry ID: 863186906 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 67.0 $1345 67% General Information cooling 1.7 $69 3% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.0 $223 11% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.7 $345 17% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 105.4 $1998 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 117.00 CFM25. 2015 International Energy Conservation Code Ventilation System Exhaust Only: 100 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features r Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under r5 Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 a N ?_ Above Grade Walls R-21.0 Infiltration Rate Htg: 1368 Clg: 1368 CFM50 rn FoundationcWalls R-13.0 Method Blower doorrr f - Energy Testing Services LLC. J 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) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: //`�/✓v�G (/����r REM/Rate- Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. ©1985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. 1 Energy Testing Services 2019 Combustion Safety Testing Form i Certified Home Address: 5 Harvest Point City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# I Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basment' (Use additional forms f more than one CAZ or f home has multiple heating systems or water heaters) Date of Test: 2019-02-14 Outdoors Temp During Test: 35 °F 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: I bTeatifig Systelra Primary: Yes ✓❑No Q Type: Furnace 0.Boiler❑Heat Pump Q Other❑ ,r z V.enting.Tvne 3 Dra[ spillage S ilia e CO `CO E tciett Fuel Tvne Circle e . Pascal orst Case) atural) : arst Case}; afar"aT Rating:95.0 N�P❑O❑E❑ N❑�M�S�✓ N// Pa. Pass❑✓ Fail❑_ Pass❑✓_Fail❑ N/A PPM NIA PPM x Yes ❑✓ Tie: Standard TankIndirect Tankless ❑ Size: 75 0 Style Common Vent Wtitel'Heatet' ' Prima' : No F1 Instantaneous❑Commercial (SeeNot,5below) (Gallons) Stand Alone ` s z" Venting.Tvne'3 lira t S"in Ila�e Spillane(Natural) ' CO E icieitc Ftte1 Tvpe..,. CD (Circle Type)„ (Pascal) (YYorse Case) (Ytforse Case) _.(Natural), EF: 0.69 N_❑✓ P❑O❑E❑ N❑M❑✓ S❑ N/A Pa. Pass[Z]Fail❑ PassOFail❑ N/A PPM N/A PPM Oveh Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO 8 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 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: A:,,— �' Date: 2019-02-14 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 March 14, 2019 Town of Southold D L 4` s W Building Department 53095 Main Rd MAR 1 5 2019 P.O. Box 1179 Southold,NY 11971 rQY Attn. Michael Verity 7:D Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue,New York Unit 124 -Permit#42377 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for nditio ed space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. espectfully ubmitted, ��RED ARC ��5 oeERT cyF Ok 2� Gle Cherveny, AIA, LEED AP P ' cipal (P '9 T0238A OF NE�� zWff MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity DD j== A U--7 L!' k� �, 11 Town of Southhold Building Department ; Town Hall Annex Building MAR 1 5 201 t� 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 out Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia. NY 11716 - (631) 563-1298 • Fax: (631) 563-2954 APPLICANT - S,C.T.M. 10,00 (Property Owner,Design Prafessianal,Agenr,ConhMr,Other) C ER 236 • NAME: 4etq-#,f , Lip &eciio Lot ST® . ATER — DRAINAGE Date: = INSPECTION REPORT FORM G31 ��1$? � r� �s�g ' COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA DESCRIPTION OF SITE WORK-TO DE COMPLETEDYENO 'NA Submit Documentation for Compliance to the Engineering Department for Review&Approval, a. Maintenance of Erosion-&Sediment Controls b. Limits of Clearing&Area of Proposed Land Disturbance. VIF'S NV6 . c. -Condition.of Stockpiled Soils. "d. Verification of Size&Depth of Leaching Pools. : _ ' �_-TfU^ � '_� 1, ® tA1A'i'�. . �16�8 QbSGd&L - e. Verification of Drain Pipe Installation/-Concrete Parging. f. Driveway Installation within the Town ROW-Highway Specifications - �• E g. Final Site Grading- Effect on Adjacent-Property CE�_=__1 h. Inspection of utter&Leader System- rainage Piping ( UN(( V61 W jYj Y A' i, Instalation of proposed Swimming Pool and discharge ring. f J. Inspection of'Construction Entrance/Staging Area(s). 3 k. Location of r'o sed concrete washout area(s). A Final te of t7Ui ufiziv&. The applk2fit lids—three ti`tions far.cer•tifi6tion of dr• inat-t- MM—Alla * OPTION':'1. Certification of Drainage'Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the f e of New York. a OPTION':2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and draii ike piping.MAR 5 O 9 L OPTION�:& Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION t:1. OPTION"i 2 Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement= :?`-T &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating location t Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. 3 TOS Review NOTES: TOS Review NOTES: 990S16KEZ Sg S®ID H w !� l - - FOR ENGINEERING :PARTMENT USL•:ONLY**** Additional Work is Required for Approval. f Reviewed& SMCP Installation is Not Complete. (See Notes Above) ApprovedBy. - - - - - - - - - - - - - - - - - - - - - - - Stormwater Management Plan Installation has been Date dd 1. Inspection$: _ Completed & Approved by the Engineering Department. , FORM SWCP Inspection Report Form-TOS October 2014 ORVALrog. .48&X Rsm-Z UN 4 dht�y i OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex &I so P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) s2, ,r2 Telephone:631765-1938 Southold,NY # VVVVW.sontholdtownny.9ov PLANNING BOARD OFFICE TOWN OF SOUTHOLD i--- J March 12, 2019 Dii MAR 1 5 .2019- . Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY11935 Re: Approved Residential Site Plan The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue SCTM#1 000-102-1-33.3 Dear Mr. Alia: The Planning Board has found that the requirements for Units # 19-22, 77-82, 123 & 124 of the above-referenced Residential Site Plan have been completed based on submitted materials and the site inspection made March 1, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated 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, Stormweiter Manager FOUNDATION (1ST FOUNDATION 1 1 + ROUGH FRAMING& PLUMBING 1 �i02(m�' -I11MUM ENERGYINSULATIONSTATE i1 [L7�`4 'WK'S.I.A.._ -W )T.-A W. ' • KAMM ADDITIONAL COMMENTS wamm • i TOWN-OF SOUTHOLD _ BUILDING-PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT - Do you have-or need the following,before applying? TOWN HALL _ Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 1 /� 2 Suryey Southoldtownny.gov J-'` PEItl�TIT NO. ( !�_ Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20J - _ Single.&Separate Truss Identification Form Storm-Water Assessment Form ry Contact: Q Approved 20 l( uX Mail-to: '_ �` d` ✓° 0 e Disapproved a/c /—' tq 11137 Phone: 10 —,29,67 Expiration r ,20 pector. 02018 _ PLICATION FOR BUILDING PERMIT Date 20 �U OF SOUTHOLD TOWN INSTRUCTIONS a.This application MUST be-completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets.of plans,accurate plot plan to scale.Fee according to schedule. b. PIot plan showing location of lot and of buildings on premises;relationship to adjoining premises or public streets or areas,-and waterways. c.The work covered by this application.may,not be commenced before issuance of Building Permit. d._,Upon-approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall-be kept on the premises available for inspection throughout the work. e.No-building shall be occupied or used-in whole-or in part for any purpose what so ever until the Building Inspector issues-a Certificate of Occupancy. f. Every,building permit shall ekpire if the work-authorized-has not commenced.within 12 months after the-date of issuance- or has not been completed within-•19 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 W 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 fiarne,if a corporation) -cif. (Mailing address-of applican ` State whether applicant is owner, lessee, agent_,architect, engineer,general contractor,-electrician,plumber or builder Name o',owner of premises 1 a L—L-c- (As on thd tax roll ox-latest-deed) If applicant is a corpptation, signatre of dul a orized officer (Name and title of cor rate officer Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Loc a i n-pf land n which�o sed,wor w4l be done:` 4 oE` c Com -. House Number Street Hamlet --County Tax Map No:1000,--'Section ►0• .131"ock j Lot 10 G � Subdivision V a Filed Map No. q71 Lot J 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy aa b. Intended_use and occupancy rN_ 3. Nature•of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost Q 0 o®e a 4 Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units ( Number of dwelling units on each floor If garage, number of cars Cts/ 6. If business, commercial or-mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height ` Numbed tbries t, j 8. Dimensions of entre n tiv construction: Front ear j, epth . .: Height Number of Stories 9. Size of lot: Front Rear Depth fl. 10. Date of Purchase Name,of Former Owner 11, Zone or use district in which premises are situated 12.Does proposed construction violate'any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES t✓<10 Will excess fill be removed from premises?_ YES- NO 14. Names of Owner of premises L-j- Address Cb 4 )qVPhoneNo. Name of Architect C Address --t Q N Phone No f 1, 3W Name of Contractor 9- Ccs kzv' Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? `YES N(� _ IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES -- NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on,property is at.10 feet or below, must provide topographial data on survey. 18. Are there any covenants and restrictions wit respect to this roPenY? " S �ZNO P IF YES, PROVIDE A COPY. ®� 1� STATE OF NEW YORK) SS: COUNTY OF L __3 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signin contract)above named, (S)He is the �� e (Contractor,Age t, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said rk and to make and file this application; that all statements contained in this application are true to the best of his knowledg _ belief;and that the work-will be, performed in the manner set forth in the application filed-therewith. Sworn to before me thi day of--Jcu C/ 20 CONNIt D'*BijiyCli' r tary Public,State of New o No.01 BU6185050 ' LQualified in S Notary Publi Cornov�ission Expires Apel 14,2Wt tune ppli ant OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *DE so�Ty P.O.Box 1179 54375 State Route 25 �0� Ol0 Southold,NY 11971 (cor.Main Rd.,&Youngs Ave.) P Southold,NY Telephone: 631765-1938 CA www.southoldtownny.gov . G • A�yQ COUIN PLANNING BOARD OFFICE pf-�Fc�ul 7\17 TOWN OF SOUTHOLD � 1- •-- F—, D FEB _ 72018 MEMORANDUM , TOWN OFSO(ITHOLD 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, �6, 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 g11FF01 ; BUILDING DEPARTMENT- Electrical Inspector O ` $ TOWN OF SOUTHOLD 204own Hall Annex - 54375 Main Road - PO Box 1179 o • JUL 2 Southold, New York 11971-0959 1 O� G D��elephone (631) 765-1802 - FAX (631) 765-9502 � � ;, OLD roger.richertp_town.southold ny us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:, " - - Company Name: Name: License No.: UP 1 email: Address: Q -_ ox l� �! Phone No.: JOB SITE INFORMATION: (All Informatio Required) 1�hrya Address: Cross Street: _ Phone No.: `'j Bldg.Perr6it#: email: a1h1cls Tax Map District: 1000 Section: /®a Block: 1, 60 Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: a/ NO Rough In Final Do you need a Temp Certificate?: /YEV NO Issued On Temp Information: (All information,reg uired). S 1 Ph 3 Ph ;Size: A # Meters Old Meter# New Servic '- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Lateral 1 H Frame 'Pole Work done on Service? 9 N Additional-Information: \ PAYMENT DUE WITH APPLICATION (�� 4 C9 Request for Inspection Formals \ �y�i✓ � e 8 ri ww EN , EN �v'��� �'���� ak�'�"st:�..'"'.?;'�'• rv�'-o�r.,�„-sem. �,�.;�,. - a` - -• .r � LLx4' •'�'.-a,. --mom 'tom 4R 7 a m R7-1 P _ . r. §. N P, < � R7-XL 4 . 7=� � '```v��t,"�•',,�,' to LA ^x -PROPOSED COVERED ern, 14' x 20' -3x PATIO (TYP.) J PROPOSED NATURE TRAIL (PERVIOUS PAVERS) PROPOSED ,� J '` COVERED R7-XR 15' x 20' R1-1 = t y = r PATIO (TYP.) Wil- STRIPE CROSSI PROPOSED —r Typ p `' m" 50' BUFFER 15' x 20' 2� - �-��- a<y ; yg• FLUSH BBC , ,^yw,., 3j4 = BREEZEWAY �� (m, ) - TYPE B-D P R7-XLH -'> RAMPTYP y { '> . R7-XR N37'13'30"W BELGI JM BLOCK CURB TYP. �S:.j�.v�a`•F fix'�.-n.c"��Lt' z - a (SEE ETAIL) I R7-XL tk R7-XR y wo '3 � -4.`.. 3`r•+ra`S- � '�:�` to Li _ ? LL- R-) i-) ul to -P � I IG PIPE SHALL BE 15" CPP WITH A SLOPE OF 0% AS FOLLOW UNLESS OTHERWISE NOTED: STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED )NNECTiONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1% TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT L .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 I kL. WATER MAIN TO BE 10" WITH 6 HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. :R SERVICE CONNECTIONS TO BE 1". COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT ` MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. i SEWER/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. i MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING D WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLEDBY PSE&G AND MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC . PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE } E HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN =R/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER ET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT i LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF ES 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 Unit Numbers Area (SF) (SF) Total (SF) Harvest Pointe at t 77-124 1,999 486 2,485 C u tc h o g u e 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 6,47,49,50,52,541 _ �, 58, 59,68, 72,76 No. Revision :Date Appvd. i 13 T01NN/SCDHS REVISIONS 7/28/17 - AVL 2,5,6,9,11,13, 19,20,221241 12 TOWN REVISIONS 6/14/17 AVL 5,28,30,32,35,38, 1599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL " 31,42,44,48,51,531 _ : 10 REVISED PHASING PLAN PER TOWN""` 4/6/17 AVL + _7,60,62,64,66,70, 73,74,75 - - _ _ -- - --- -- — ==9' TOWN REVISIONS _ - -_---- --`-- --- 3/27/17— -- --AVL-- -- - 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, : 1,599 380 _ '�_° �T��<�3���•cne�ab`;�� r,.��_-� Best 1,63I I 65 67/ I 69 71 1979 Issued for Date 15,16,17,18 1,999 408 2,407 July 10, 2015 N/A 6,188 N/A 6,188 SUM 1000-102-01-33.3Drawing Title SCDHS App roval Overall UtilitSUFFOLK`":.oUi+6'8 DEPART4� EINT OF H ' H SERV ES • PERW FOR APPROVAL OF CONSTRUMON FOR A SINGLE FAWLY RESIDENCE ONLY i 1Z 17- Ou!;y 16 SATE q-9-12mS FIEF amo. r2r b--, m� Drawing Number i FOR WLAXIMUM OF.UM—BEDROWS it FIRES 7*1E YEARS FROM DATE OF.APPROVAL �o N��Yp �4 L° ;ill � Hca �i� 'A,� • i� � E m iI Sheet of 9 28 Ropes slo, Project Number 29305.00 I, SCDHS Reference # C10-06-0013 NOTES: THE OFFSETS SEWER REFODIMENSIONS)ASHOWNHERESE FROM THE D THERERES FORE THE ARE r [fl/JJ/ PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE u (� j THE ERECTION OFFENCES,RETAINING WALLS,POO , PLANTING AREAS,ADDNOTINTENDEDTO GUIITIONS DE TO BUILDINGS AND ANY OTHER CO STRUCTIONLS IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, ot t` PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED y CONSIDEREDSEAL OR EMBOSSED SEAL SHALL NOT BE VALID NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS ` OTHER THAN VISIBLE PERMANENT STRUCTURES v• COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN O r PERMISSION OF THE SURVEYOR THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL 2 MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER ^` PURPOSE D DD APR - 32018 -,moo 0 2oti�� TOWN OF SOUTHOLD oGti 20 �n oo. ® �F RJE � �� � � .o Ly -� Y s .0 2 - 6 _ a �$ �'6Q'-0 �0.050'413 F .�oG 0�6� o� o FD LA I�0 s o0 3� 5 Nrb 2 h stirV�'��l� �h ss cs, i do- tJ�;' 03-15-2018 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY FOR UNITS 123-124 UNIT DESIGNATION MAP OF 'Q VE, 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 49,&50=`1 = NELSON & POPE ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM J URV DRAWN BY: NP CADD NO.:INDIVIDUALS00076 S I SCALE: 00026 CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF'I DATE: 02-23-18 PROJECT NO.: oon9A V,=30' 'I NOTES. THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE e NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, B J PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION PRR OFESSIONAL ENGINEERNGANDALAND SURVEYING,SECTION 7209,FOR ANY (�^ PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF `•_^ AN REM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE U, ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION _ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED yl SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY O 114? O\ Q NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS >tP\ VD? ® 'PO 0 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED p `0 \ \ 0G / PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS.WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 0\�lbQ ���f � OTHER THAN VISIBLE PERMANENT STRUCTURES tp �A )� �O tig �0 O�G)O^V O-F �\\ vJ, COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS O 9 p (�`�.p 2� �0 \\ 77J I RESERVED NO PARTOF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING. 7i (,1•T / / GT •r1 ® 61 S `/ RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED r0 .t�C G\ -9S CJ Q�O Q,p 0' - IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN `b� - ` ,�-+ o;•I.- '-PERMISSION OF THE SURVEYOR tk 020 GQ� aOQ ' 1 . 6 60 I;� \�\o <v ��� t J OCT 2 1 2019 ?p. � A �O O 99C w�`, 9`�P O O 0h \`9 Pi l� iL; S) rt• Teti t �ja 0 �� t� 14) `y R U o �oGc a� I o s P� 'Q R=275.00' ari I C j is, _ L=77.85' 167.99' (ACTUAL) CN =�P OF Fyzc'� r GJ Odd DAV/� '{ I ' S52°55'20"W ��, � 0 U) I C9 N c�4 w n WO O I m S 40°52'38" E N � o I o TOWN OF A 25.43 G 60) SOUTHOLD 5021 s S52055'20"W m I 'y \) � 19.37' /VD S---- f 03-15-2018 FOUNDATION LOCATION FINAL SURVEY FOR ZW 09-05-2018 SANITARY AS-BUILT i LL w 11-05-2018 CONTROL MODULE, UNITS 123-124 UNIT DESIGNATION MAP OF IU- w E.PANEL,DRY UTILI-RES HARVEST POINTE CONDOMINIUM 1 R SCHOOL HOUSE " &DRAINAGE LOCATED V' 11-14-2018 FINALSURVEY FILE NO.: 471 FILED January,09, 2018 LANE SITUATED AT 01-15-2019 UPDATE DRIVE INFO. CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.0 T M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 63&64 i NELSON & POPE r ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM I - DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS1SCALE: 00026 1 CHECKED BY- PE FILE NO.: c SHEET NO.: 'I OF 1 DATE: 02-23-18 PROJECT NO.: 00026 1 i r NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE V PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, p�® \ PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, xIlk ^ PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY GO ♦ PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED W / W e \ `' PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF C� (i \ S AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE U O !L �O. ALTERING ENGINEER ORLAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND e W 3 THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ^CO \\(�\ .9� ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION ' p� C9SGC' �P G� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED s� 4j SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY O O� o s\\P\l7 �O ,��✓�'2` q ® \ % PC_Ly� �`� O/ 11 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED nj 9L G�� 2 UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED Ov 0 �.Q ��G� A ks" AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE `9j, QP c,(Cr - ,�{'�-^ r)•-tt r (�.,. ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN 2 1� F ! _.� '. PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITYJS APPROXIMATE AND LOCATED O. '(• yf �-.,_••) w,. ' ' .5R( S TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS p-I-� GC` �� ® .I L�.+ �.,.u:"�-�_``� --� ,14 ,t THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. / \ / /// t 1 CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR 092 ''O L- QPM �O O FURTHER DESIGN 2 $ \\ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE MAR 1 5 2019 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, /� RI G !fie (r� SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDONS 20 c�0 \ 4j Q, g� \GO OTHER THAN VISIBLE PERMANENT STRUCTURES 5! '�• ) COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS 5 1 S O �° � •O, ��� \ ;,, ,,r -' .,_' %a RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, �( V •� O \ 2!-9 p QP �z _ g� RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED h• � 'Y n ? •' IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN IO��C1Q , S J �O PERMISSION OF THE SURVEYOR _11 CIO �pV a 9� 9L \ ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT �99 p�6J1 ^\ C 0.1 FP V1 G� SHOWN jyL G O� ti0 \ A� AI 1/ l ! '� '1-C 1 �+ ALL SANITARY PIPING 4-SDR-35,TYPICAL SUFFOLK OOU;,Ir DEYAQ�MEN T OF HEALTH SERVICES o �a� �tiLO ° s�✓ ,� F� :�� oy y �F ,°s, a� e� (=.O ttAL OEC, Gia40 T rets WORKS FOR 'bs G•cl'06`'O-A a$ \\ A I6 +teta�F A4;IIe1'RESIDENCE s'�Q s5 "'T?&0-li 3- h o® \�" ®�tE' -14N 2 2 2019 H.S.RIBCF.No.jev The sevsge disposal and eater supply facl;ities at this Iccation have been - s\ Coo�2 p tib, �3� °op `�\\ inspected andlor Ce;titied by this Departl`�:: .or other-agencies and weld to be satistactoT FOR A I�J.Ity LIku�Q� BEDROOM.S. o°2L s a.$ 10' o ,o,A Cratq Knepper, P.E., Chief r'rpW,,14 lo pFell cao Z OF 9 !g44y e 3 o J No.o50Q 5 loo. LAS 03-15-2018 FOUNDATION LOCATION SANITARY ASC NSTRUCTED SURVEY FOR o -05-2018 SANITARY BUILT UNITS 123-124 UNIT DESIGNATION MAP OF HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S � 111 MO-05-2018 CONTROL MODULE, UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA DRAND E.PANEL AGELOCAT & HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 123 R10-17-0177 1,999 S.F. 486 S.F. 2,485 S.F. 11-14-2018 DRIVEWAY INFO. SITUATED AT 124 R10-17-0178 1,999 S.F. 486 S.F. 2,485 S.F. 12-06-2018 LOCATE ELEC.&GAS CUTCHOGUE REVISED EFF.DEPTH TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 12-19-2018 AND HABITABLE AREA S.C.T.M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 63&64 = REVISED HEALTH DEPARTMENT SANITARY SYSTEM AS-BUILT TABLE t" _ _ � 01.09.2019 NELSON & POPE STRUCTURE NAME TIE A TIE B REFERENCE NUMBERSANDARENS ; ENGINEERS & SURVEYORS UNITS#123-124 a 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 ST-1 49.5' 26.0' PHONE(631)427-5665 FAX(631)427-5620 ST-2 54.1' 25.6' CO. �a WWW.NELSONPOPE.COM LP 74.3' 32.2' SUFF. WASTEWATER HE LT SERVICES INDIVIDUALSURVEYS ��F U E�@yt7 )SBa� DRAWN BY: NP CADD No.: 00026 I SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: 02-23-18 PROJECT NO.: 00026 1"-30' oa-1 (Unl, s Ig3 -0;-Lo ERTIF/CA T/ON ON•L�4D CONTENT BEFv;-�F AP VED AS NOTED �ER'TIFICA TE OF OrC//pA f', y,� ��37� SOLDER US'r- r ,1�; d DATE: B.P:1I 37 �� �_� !I'r r.i UPPLYSYSTE;✓1 C" �- FES: ` , BY 2/10 OF 1% LEAD. -NOTIFY. BUIL ING DEPAR 'AT 765-1802 .8 AM TO 4 PM FOR THE, FOLLOWING INSPECTIONS: - 1,. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE - PLUM13IN 2.-.ROUGH -,FRAMING & PLUMBING 3. INSULATION ALL PLUMBING WASTi 4. FINAL - CONSTRUCTION MUST4WATER LINE,NEE!) COMPLETE FOR C.O. ED TESTING Sr-FCR C VpRINia ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR TRUSS PLACAR93ING REQUIRED OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF ELECTRICAL NEW YORK STATE & TOWN CODE INSPECTION REQUIRED AS REQUIRED AND CONDITIONS O,- f J,� J' G"THOU TOW!PL4NNING BOARD All exterior fighting -c A g installed, replaced-or 1 TOWN TR ES repaired shall conform .S.DEC to Chapter 172 of the TOwn Cade OCCUPANCY OR Fire separation Urequired as per USE IS UNLAWFUL NYS Code WITHOUT CERTIFICATE OF OCCUPANCY Must provide Manuals D, J and S as per NYS Energy Code Blower door and ductwork testing required. A - R302.12 Draftstopping. In combustible construction where there is usable space both'above and below the concealed space of a 915.'2.3.1.1.1 A carbon monoxide alarm shall be providSocearleR 4sstoftaWnP$M9 a sleeping area, within 15 feet of the sleeping area. More TABLE R405.1 W 2017 YORK STATE UNIFOR CODE floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. R316.1 a rb � ms°oRsidef ��a rr�,Mal bei pyo o�e�nw�e�em���rP`rsa ryd�gi ss r # t o sl e c to re than �Properties of Soil Classified According to the Unified Soil Classification System F- EI� PUBLISHED JULY 2017, EFEECTNE OCTOBER 31, 201 Draftsto m shall divide the concealed s ace into a roximatel a ual areas. Where the assembl is enclosed b a floor s I s b Car80n 1URN a�d�}ti5. fig, 9�� �ip�lrc� roti, cc�i Pr�OPtiB�i �n�ir�s�a a ior�o fob°rn Z 2017 N YORK STATE CODE SUPPLEMENT ( 7) PP 9 P PP Y q Y ' Y 2017 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the following w� UFlIFIED solL VOLUME Lu 1.1.7 as r n a n sib�,, IIQ sF,�I h ro i d n e s}� }hat n#airsg C rborl rppnoXid g UrGe so.L llASSlFICATION CHANGE � u. ' a��� � aR�P 8 rjtTfi�6tr,¢n. 'P�cl�(�g�S a�a c8ntairlerS O�Fry p� Tic itlst�aiign Ona go Ia Tl In'sulatio compo ent�S d livered GROUP SYIFIC SOIL DESCRIPTION DRAINAGE IFROST HEAVE E 2017 NEIM YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOVI►N AS THE 2016 NYSECCC, REVISED AUGUST circumstances: 9 2. .3 dtrl o r w n rl ' t h t r g m one CHARACTERISTICS POTENnAL P°TE"TIAI ° 2. Floor framin is constructed of truss-t e o en-web or erforated members. �' ag S �h8 fb �f^` 4f r8$ li c'� orb i g'fiaRu adfGr 9r Pt'P$ �h@fc'};ic 21)st41iQ, Q&811t�a SYMBOL EXPANSION 2016, EFFECTIVE OCTOBER 31, 201 9 YP P P RferSfiR�tRfnt dfgKf�lN1i&�tRf?f er4$4�dPRleii��rrrjrir>'e (t Rltieh@ t §� Jrttl4.ccl,�rrdly Rvtt1 tfhs3re@�uiRerrl ntg?d (3) are not covered by Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U ai 2016 NYSRC (2015 IRC 2ND PRINTING) R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. 1 c 2 LITTLE OR NO FINES GOOD Low Low 0 R316.4 1 �i+Rb1 �bi}f�r3 LKe g �9%r%Js� cAi&ed in Section R316.5, foam plastic shall be separated from the interior of a building by GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 0 U 8A5.2.3.3.1 69@i8 g%,Tr Fu61iffW rffn�dt'q� gMalRrt/¢ft#6hJ Ufn1 W@ d. GooD Low Low 0 2016 NYSEC (2015 IECC 2ND PRINTING) Lr1TLE OR NO FINES 0.. TITLE 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1265 AND PART 300 R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GROUP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, Z C- provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside 1. Attic access is re uired b Section R807.1. LITTLE OR NO FINES GOOD LOW Low _O � s 2 SECTION R101 of the floor framing member. q Y SP POORLY GRADED SANDS, OR GRAVELLY SANDS, H � cn � U E 2. The space is entered only for purposes of repairs or maintenance. LITLE OR NO FINES GOOD LOW Low U ..,-, m Exceptions: 3. The foam lastic insulation has been tested in accordance with Section R316.6 or the foam lastic insulation is rotected GM D V >- - a' 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. n P P stLTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM Low P against ignition using a/s inch gypsum board. movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the sM 0 = in N} two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Section R303 srLTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW GC CLAYEY GRAVELS, GRAVE;. SAND CLAY MIXTURES � perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: MEDIUM MEDIUM Low Z U R = c9 LO and their accessory structures not more than three stories above grade plane in height. Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y inch. se CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low O L- X °i 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. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U Q LU ca c R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to rooms. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW O N 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or cRouP z SLIGHT PLASTICtiY ❑ _ � � the top of the wall, unless supporting a surcharge. Exceptions: less when tested in accordance with ASTM E 84 or UL 723. -- 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical cL INORGANIC CLAYS OF LOW TO MEDIUM LAYS,' LEA, U " R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to ventilation system is installed in accordance with Section M1507. GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS; LEAN MEDIUM MEDIUM MEDIUM 0 Section R317 Protection of Wood and Wood-Based Products Against Decay °LAYS 7o 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 light is provided that is capable R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. _ panel products are in place, but before any plaster is applied, or before board or panel joints and fasteners are taped and of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the a. 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 mason foundation walls shall extend above the finished grade adjacent to the finished. floor level. wrapped with aluminum flashing. ry R303.8 Exterior stairway illumination. Exterior stairways s,iall be provided with an artificial light source located at the top landing of the foundation at all points a minimum of 4 inches where masonry veneer is used and a minirrium of 6 inches elsewhere. wi an artificial li 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 lacement. Backfill shall not be I 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 level shall be provided th g P paced against the wall until the wall has sufficient strength and has been submitted to the building official prior to the final inspection. source located at the bottom landing of the stairway. 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 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 Drains e R202 Definitions: ec ion accordance with AWPA M4. 9 Z Continuous Insulation: Insulatin material that is continuous across all structural members without thermal bridges other that Ceiling Height R317.3 Fasteners and connectors in contact with reservative treated and fire retardant treated wood. Fasteners includin nuts and R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and 0 9 i bre rooms. Minimum ceilin hei hts of 6'-8" in bathrooms toilet P 9 enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated i e or - fasteners and service openings. 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 hab to g g washers, and connectors in contact with reservative treated wood and fire retardant treated wood shall be in accordance with P P 0 envelo e. rooms & laund rooms. this section. The coatin wei hts for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven other approved systems or materials shall in installed at or below the area to be protectecd and shall discharge by gravity U 9 9 or mechanical means into an approved drainage system. � P 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 draibed round or sand ravel X f an sto Mezzanine: An intermediate level or levels between the floor and ceiling o y ry Exceptions: Windbome Debris Region: Areas within hurricane:-prone regions located within 1 mile of the coastal mean high water line where 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of mixture with soils according to the unified Soil Classification System, Group I Soils, as detaiiled in Table R405.1. 9 F- the ultimate design wind speed (Vult) is 130 mph or greater. not less than 30 inches by 30 inches at the showerhead. R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible (n 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 v rovisions. As an alternative to the re uirements in Section R301.1, the following standards are permitted subject to the feet 4 inches of the finished floor. contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled Section R406 Foundation Waterproofing and to proofe fi, f 0 R301.1.1 erns r e p q out. Each character shall be not less than 4 inches in hei ht with a stroke with of not less than 0.5 inch. Wh R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed„ foundation walls that retain U limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous 9 ere required b the fire code official address identification shall be rovided in additional a roved locations to facilitate emer enc res onse. earth and enclose interior spaces and floors below grade shall be dampproofed from the hiigher of (a) the top of the rY design shall comply with the International Buildinig Code. locations for the purposes of glazing. Y � P PP 9 Y P Wood Frame Construction Manual WFCM . 2015 EDITION R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O or other sign or means shall be used to identify the structure. Address identification shall be maintained. LL. Ln 1. AF&PA ( ) ( ) R406.3.3 Porous Fi;. 'Ihe s ace between the excavation and the foundation wall shall be backfilled wiith porous fill up to a hei ht of F-- hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. P g 0 �'1r'' i ned in accordance with acce ted en ineerin ractice. 2. Where the lazin is on a wall a endicular to the lane of the door in a closed osition and within 24 inches of the hinge Section R321 Elevators and Platform Lifts one-half of the backfilll heioght and covered with strips of 30 pound asphalt paper or 6 WIL polyethylene to permit water Z The t otherwise not conforming to this code, these elements shall be des g P 9 9 P 9 9 PrP P P R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or rivate residence elevators shall seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of rn The extent of such design need only demonstratte compliance of nonconventional elements with other applicable provisions and shall side of an in swinging door. P soil as was removed Burin excavation. ❑ � V r be compatible with the performance of the conventional framed system. Engineered design in accordance with the International R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the comply with ASME A17.1/CSA B44. 9 I 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. r T , r"� hazardous location. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless glround surface is covered by a w R301.2.1 Wind desi n criteria. Buildin s and ortions thereof shall be constructed in accordance with the wind provisions of this code using Exceptions: Section R322 Flood Resistant Construction class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. 9 9 P Install vents within 3 feet of each corner of foundation. the ultimate design wind speed in Table R301.2(1) as determined from Figure R301.2(4)A. 2. Glazing 36 inches or more measured horizontally from the walking surface. R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" b 24". Zones, as established in Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and Y TABLE R301.2(1) structures in floor hazard areas, shall be desi ned and constructed in accordance with the rovisions contained in this section. H� CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA Section R310 Emergency Escape and Rescue Openings 9 P UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD Air Mean EN ESCAPE AND RESCUE OPENING PER SECTION R310. E cess window & window well 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 or fixtures shall be a minimum of utility grade lumber. SNOW SPEED Topographical Special Wind DESIGN FROST uNE DESIGN REQUIR AYMENT HAZARDS Freezing Annual EMERG CY ( 9 ) designed and constructed in accordance with ASCE 24, subflooring sFrall be wood structural panels as specified in Section 503.2. Fireblocking shalll be of any grade lumber. LOAD (mph) Effects Wind bourne DEPTH TERMrTE DECAY p g y p P 9 q P 9 y P R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any R502.4 Joists u,�dpr bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to 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 � �, opening. r T 1 Region Debris unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that allow for piping or vents. I--• R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. W . zone 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 The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. (n MODERATE SLIGHT TO 10 n u o enin it shall have a sill hei ht of not R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, than 3 inches on masonry or concrete except where supported by the use of approved joist hangers. 20 130 NO (B) SEVERE 36" Yes X 1500 R310.2.2 Window sill height. Where a window is provided as the emergency escape a d resc e p g, g 0 TO HEAVY MODERATE Degrees air conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or R502.7 Lateral restraint at su orfs. Joists shall be su acted lateral) at ends b full de th solid tblockin orb attachment to m r ^ more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in accordance above the elevation re uired in Section R322.2 or R322.3. PP PP y Y P g Y V . with Section R310.2.3. q band or rirn joist. 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 con osite lumber structur I 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced 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 R32 . t P a ❑ P P 9 Y q P P q 2 2 or rue-laminated members, cross-laminated ,rmber members or I-orsts are r ^ O 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 con onents and 9 1 p ohibited except where permitted by the P Y 9 P 9 9 P manufacturer's recommendations or as shown on these drawin s 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. opened. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding 9 Tall bs ructed area. Includes flat o en count and rassland. R310.2.3.1 - Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder to the desi n flood elevation in accordance with ASCE24. Electrical wirin s stems are ermitted to be to R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering) practice & be prepared by a Exposure D extends downwind 600 feet from the part y o t p ry g g g y p Gated below the re istered truss desi n rofessional where re cared b the statues of the urisdiction in whickh the ro'ect 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. g g P q Y f P f P4 inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center vertically for constructed. U Exposure D extends downwind 600 feet from the unobstructed area. the full height of the window well. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate infiltration,of flood waters into the system in accordance with the plumbing provisions of this code. (A 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) R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall ( ) �, 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 slab on grades to be min 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 9 q 9 - Q exceed these limits as ermitted b Cha ter 6 rovisions, rovided that sto heights are not exceeded. An engineered design Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture the provisions of FEMA TB-2. R506.2.2. Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed H P y P P P ry soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. blast-furnace sla assin a 2-inch sieve shall be laced on the re ared sub rade where the slab is below c shall be provided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits " R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation 9 P 9 P P P 9 grade. of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in R311.6 Hallways: min. 36 clear width. shall: Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils �_ accordance with the International Building Code. R311.7 Stairways I 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 Trable R405.1. Z er itted handrail hei h nd below the ; - W R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the p m g t a 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 reta� ter. A 6 mil (0.006 inch) polyethylene or approved vapor retarder with joints lopped not less than 6 inches � R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, required headroom height. Handrails shall not project more than 4 % inches on either side of the stairway and the clear width of 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the ,shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course Z) 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 X inches where a handrail enclosed area is measured on the exterior of the enclosure walls. exists. The vapor retarder is not required for Garages, utility buildings and other unheated mccessory structures. U or vents in the cavity of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be is installed on one side of 27 inches where handrails are provided on both sides. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: O tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one I g 0 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 with 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 confirm to the requirements of Table 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour' 9 / P PP 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 k inches shall be provided on stairways with solid 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet .. 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. risers. the requirements of this section. TABLE R602.3(1) FASTENING SCHEDULE TABLE R302.1(1) R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 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 FASTENING (a,b,c,d) of the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade 1, BLOCKING BET'.,2-N JOISTS OR RAFFERS TO TOP PLA1E THREE 8U 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. hi her. ICT � ti ti FIRE-RESISTANCE RATED 1 HOUR <5 feet 9 2. CEILING JG S TO TOP PLATE THREE 8D COMMON. TOE NAIL ui � � � � � WALLS 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 t-- M o M NOT FIRE-RESISTANCE RATED Z5 feet 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL a N N � N °° and the walkline radius is not greater than 24} inches. Each tread shall have a depth of not less than 6i inches at the walkline. coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. OVER PARTITIONS m "' M 0o `moi PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet All treads shall be identical, and the rise shall not be more than 94 inches. Headroom shall not be less than 6 feet 6 inches. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1 9 TABLE R302.1(2) R 311.8 Ramps. Section R325 Mezzanines ( ) FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL MINIMUM MINIMUM FIRE in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE (12.5 percent). Exception:Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE IOD COMMON. FIRE-RESISTANCE RATED 1 HOUR 0 feet more than 1 unit vertical in 8 units horizontal (12.5 percent). floor area of the room in which the mezzanine is located. RAFTERS TOE NAIL WALLS NOT FIRE-RESISTANCE RATED 3 feet R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. TWO 16D COMMON. END NAIL not to allow passage of a sphere 4 inches or more in diameter. R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL 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 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 ( ) 16D COMMON AT 16"O.C. FACE NAIL 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: Z Z Z z Z z o erable window shall cam with one of the followin 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL 0 0 0 0 0 0 including wall extensions through and separating attached enclosed assessor structures. P P..Y g: 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL &) � E3 � m U) 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. > > > > > > R302.2.2 Parapets for townhouses. in its largest opened position. 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0 C FACE NAIL � it � 1. The parapet shall extend not less than 30 inches above the roof surfaces. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler / 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. system in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON 24'MIN LAP SPICE EACH SIDE OF J01 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 cam I with Section R312.2.2. ( as tested in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved P p p g p y located. Section R403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control 15. BOTTOM PLATE TO J01 T N e s than nominal 2 inch 51 mm led ers P g y p p g R401.4.1 In lieu of a con lete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, silt sand, S OR BLOCKING (AT BWP) 2-160 AT 16"O.C. FACE NAIL � board is installed directly beneath the roof decking or sheathing, supported by not I s ( ) g device, after o eration to release the control device allowin the window to full o en, shall not reduce the net clear o enin area P 9 9 P 9 / 9 Y o of the window unit to less than the area re uired b Section R310.2.1. clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and q Y any openings or penetrations in the roof are not within 4 feet of the common walls. on soil that consists primarily of clay or silt or have any inorganic material or fill. FOUR 8D COMMON. TOE NAIL 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) t required n 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 V� g s P 9 P y P 9 9 P P 2I. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL deck shall have not less than a 1-hour fire-resistance rutin The wall hall be rated for ex osure from both sides. throw hout with an automatic s rinkler s stem. 3. Porch slabs, Ste s, and ora a slabs: 3500 si lus 5 to 7% air entrainment Z R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance R 403.1,4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"0/C TOE NAIL W Exceptions: with Section P2904 or NFPA 13D. R 403.1,5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER W R313.2 One and two famil dwellin s automatic fires stems. One and two famil dwellin s havin a hei ht of three stories above rade a. cD 1. Foundations supporting exterior walls or common walls. Y 9 Y Y 9 9 9 9 R 403.1•x.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL r 5. Townhouses se arated b a common wall as rovided in Section R302.2, Item 1 or 2 shall be equipped throughout with an automatic sprinkler system. with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. - O O P Y P 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and --I 0 R302.3 Two-famil dwellin s. Dwellin units in two-famil dwellin s shall be se arated from each other b wall and floor assemblies havin R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section R 403.1•(6 Foundation Anchors e: Wood sole lates at exterior walls on slabs and all wood foundation wall sill lates shall be anchored y g 9 Y 9 P Y 9 9 P P ROOF, AND WALL SHEATHING TO FRAMING ( ) " / LLI � Y 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. 8D COMMON ROOF 12 o c at interior with Yz inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into � floor/ceiling 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) W foundation to the underside of the roof sheathing. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of There shall be a minimum of two bolts per plate section and located not more than 12" or less than 3.5" from the end of a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used forr framin and sheathin � v o Exce tions: dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall each plate section. Plates shall be protected against decay and termites. "g 9 Z p connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192 (20d common nail), 0 1.A fire-resistance rating of X hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural members and a " _ TABLE R404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0.177 , and 100 ksi for shank diametters of 0.142" or less. o in accordance with NFPA 13. maximum distance of 14 inches below the deck of the exterior balconies and decks that are constructed of open wood Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically CO o R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting joist construction. f. lls an 4 in supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end p r T , Z construction of such assemblies shall have an equal or greater fire-resistance rating. MAXIMUM B SEMENT D W walls and 4 inches on center to gable end wall framing. Section R314 Smoke Alarms HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT J. R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a WALL (FEET) _ ❑ self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314, �T � `� 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a rnaximum of one floor plus F9 = En 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/ceiiinq assembly. 2x6 wall studs at 16 inches on center with a maximum height of 1(0 feet shall,support a maximum Tri 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. - II a se arated as re uired b Table R302.6. 0 enin s in ora a walls shall cam I R314.3 Location. Smoke alarms shall be installed in the following locations. � ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY of two flcor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or �_ � R302.6 Dwelling garage fire separation. The garage sha b p q y p g g g Py 8 where tnc,.ultimate desi n wind s eed is less than or a ual to 130 m h, 2X6 2 rade struds su ortin a roof load with I-" } 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. AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 9 P q P # 9 PP 9 not more than 6 feet of tributary length shall have a maximum wall height of 18 feet whern spaced at 16 inches on Z m shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. center and 20 feet where spaced at 12 inches on center. ; R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and Z < < v TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls intersections with bearin artitions. End oints in to lates shall be offset not less than 24 inches. Joints in lates (D _ areas. contains a bathtub or shower. 9 p j ' p p p o o _ 0 R302.6 Garage ceiling: 5/8 type X gypsum board R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent MINIMUM VERTICAL REINFORCEMENT BAR need not occur over studs. Plates shall be not less than 2 inches nominal thickness and hove a width not less than the 0 ...•.••.• ,'._..... .. ...........;...... R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than placement of a smoke alarm in a location required by Section R314.3. SIZE AND SPACING (INCHES) width of the studs. W ��, " ! J ,p , : nn�J I - � i` 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and filgure R602.6(1). Notching & kT bored hole limitations for exterior walls and bearin walls, fi ure R602.6 2 Notchin and bored hole limitations for interior U : �� �� - �" S R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: appliance. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER F00T OF DEPTH g g ( ) g _ 1. In concealed s aces of stud walls and artitions, includin furred s aces and arallel rows of studs or staggered studs, as 2. Ionization smoke alarms with an alarm-silencin switch shall not be installed less than 10 feet 3048 mm horizontal) from a ( (FEET) Do not backfill with any soil containing silt or clay. non bzarin walls & fi ure R602.6.1 to late framin to accommodate r in 16 a e and 1.5 inch wide metal tie F- co ? -. P P 9 P P 9 ( ) Y g 9 P P 9 P P 9 9 9 ;;,, WALL THICKNESS (INCHES) fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers Q • a`-'. 7C in follows: permanently installed cooking appliance. : -H e 1.1 Vertical) at the ceilin and floor levels. s 10 12 specifications for engineered products. (figure R602.6.1) W � I y g 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking W • �/ 1.2 Horizontally at intervals not exceeding 10 feet. appliance. 8 Z NR NR NR = 1 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in o 8 5 ® 41 NR NR � ` .287 � * : 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 g s o a1 5 m 22 NR Section R302.7. activate all of the alarms in the individual dwelling unit. NR denotes no reinforcing required. ❑ /VE W Y 0�� 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free Locate vertical bars 1Y4" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. ` ' 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. 2 0 1 6 0 2 3 R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. 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 �.J N 1_�S 12 3 MODEL A W 2. Two thicknesses of 1" nominal lumber with broken lap joints. following conditions exist. (n 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 1. The dwelling unit contains a fuel fired appliance. Q SHEET NUMBER 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. a 5. One half inch gypsum board. & 12 4 MODEL .A 1 15 6. One quarter inch cement based millboard. 915.2.3.1 One Family Dwellings. C7 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. C0 retained in place. Wp COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P26107.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the TRUSS IDENTIFICATION S I N Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) wall by one of the following methods: H N1101.11.1 (R303.2.1) 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. Z ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation PP P P PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS MINIMUM NAIL PANEL NAIL WIND SPEED V ult P 9 g P 9 P 9 W SPACING 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD (mph) of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less � E MINIMUM MINIMUM MAXIMUM WALL P28101.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage CONSTRUCTION AND/OR TIMBER CONSTRUCTION o WOOD NOMINAL PANEL STUD SPACING than 6 inches (153 mm) below grade. � U ' WIND EXPOSURE from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: � SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or HERS Rater professional and posted REFLECTIVE RED 6" DIA. U (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY ( ) (Mandatory). P P Y P P 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Q � 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. 0 t e C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. PANTONE (PMS) jF187 0 � TABLE N1102.1.2 (R402.1.2) O_ 8d Insulation and fenestration Requirements b Component 3. Other approved materials. N Z w 2 COMMON 1.75 24/16 7/16 16 6 12 170 140 135 q Y P R602.3.5 Braced wall ane) uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. O `- o � s p p P P PP ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE do SPACE F-• ice.. ti (including stories below top story) shall have the wall sheathing and fasteners, designed to resist combined uplift and shear U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL R-VALUE Section U101 Scope EFLECTIVE ' U > forces in accordance with accepted engineering practice. U10'1.1 General. The provisions shall be applicable for new construction where solar-read provisions are required. � N �� 4 EXCEPT P PP Y P q M WHITE +r 04 > MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 R802.11 Rafter or truss uplift force. " (n a m Z - RSection U102 General Definitions Z U M ai LO For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B 1/4" i HU):o M Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a 1/2" O Span 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 0 Q uJ M M 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 LO v Uplift Force # 117 149 182 203 226 247 281 314 / 9 Y P q q COMPLIANCE WITH 19 NYCRR 1264 = r- co Increase x1.09 for Itch < 5/1 2. 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 ❑ co P / P g P 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EIUSTANCE OF TRUSS CONSTRUCTION SHAH CONSISTS OF A CIRCLE 6'IN U M 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 STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN Of (o N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE (� spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. P4 2 R702.4 Ceramic Tile: mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) MATCHING SYSTEM(PMS)X161. a Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration R702.4.2 Backer boards. Materials used as backers forwall tile in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 m2) SECTION 1265,4.SIGN OR SYMBOL 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 TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR TABLE R702.4.2 subfloor decking. composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR E THE UTILITY Backer Board Materials back areas as required by the International Fire Code. PROVIDING ELECTRICAL SERVICE 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 1103.4 Obstructions. Solar-read zones shall be free from obstructions, includingbut not limited to vents chimneys, and roof-mounted TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned y ' Y ' 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. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE FIBER REINFORCED GYPSUM PANELS ASTM C 1278 U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z 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. I OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE O NONASBESTOS FIBER MAT REINFORCED CEMENTmOUS BACKER UNITS ASTM C 1325 Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested U10:3.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole WOOD ROOF TRUSS SPECIFICATIONS ~ 11 and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in 0 TABLE R703.8.1 accordance with UL 907. 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 masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) positioned at the opposite (load) end from the input feeder location or main circuit location. INTERNATIONAL BUILDING CODE. of SIZE OF STEEL ANGLENO 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. F- a,c (inch*e) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 31901.7 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 LBx30/4 B'-O' 4'-6" 31-0• THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At E L400/4 e'-0• 5'-O• 4'-B• BREp AKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. (EQUATION 16-8) O least one receptacle outlet is required for each car space in a garage. D + LE CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY ( QUATION 16-9) L5x3.5x5/16 �o'-o• a-o• s'-o• GAPS IN THE AIR BARRIER SEALED. E 31902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + S (EQUATION 16-10) 0' LBx3.5x1/4 14'-0• e'-B• 7'-o• ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL E 4(02.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + .6W (EQUATION 16-12) O BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) ,. LL- Ln a. Long leg) be the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE 0 � l t J THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. � R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE \V) rn R703.12.1 Clearances. On exterior stud walls, adhered) masonry veneer shall be installed: DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 CATEGORY B. ❑ � v , INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. 1� RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 1. Minimum of 4 inches (102 mm) above the earth DESIGN LOADS: R703.12.2 Flashingat foundation. A corrosion-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 % inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) THE FOLLOWING LIVE LOADS: TABLE R F S ON PLAN , TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ON PLAN TO SUPPORT PHOTOVOLTAIC CELTS. 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. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) ALLOWABLE STRUCTURAL MEMBER TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L 360 OR .75". GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION / and walls closer than 10 feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes rester than 3:12 L 180 ~i 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) g p g / TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN THE DRYWALL. with no finished ceiling attached to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: O R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION OF ALL JOINTS. wood member abutting the vertical wall stud) construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE ANSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 3. REQUIRED BEARING WIDTHS. F- � .. 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. FIOOfS and ceilings w/ brittle finish L/360 w 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 UNINHABITABLE ATTIC WITH STORAGE: 20 PSF W HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. 0 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 leakage4.3. BOTTOM CHORD LIVE LOAD. 0 Exterior walls with plaster or stucco finish L/180 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 4.4. BOTTOM CHORD DEAD LOAD. m and extending into the veneer a minimum 11-1/2 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 (75Pa) 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. Q J minimum tie size= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch recessed lur'.._ires 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 from4.6. CONTROLLING WIND LOADS. 1:1tie 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 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple 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. ^ IC) Lintels supporting mason veneer L 600 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,o0oPSF Per TABLE R401.4.1 PP 9 rY / 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at Includes soil classes: GW, GP, SW, SP, SM, Sc, GM, and CC. > �r 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. 4 r , section R703.8. of building footings. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. v Systems R703.8.6 Weepholes shall be provided in the outside Wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. Z) C"� 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) OVOOWIA"" JKp(XSCWMMWfI15N$ORCES IN THE TRUSS MEMBERS. I-- be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points atDoor And Window Required Design Loads: %ZO0EQ ATREW615ENAATEU86 IiT1E918FXDBRAQINMELQM0YMG LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF Q R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain THE INTERNATIONAL BUILDING CODE. F_U)to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. to "85'FThe thermostat shall initially bthe All exterior windows and doors shall meet minimum wind pressures U) zone temperatures down to 55'F (13'C) or up (29'C). y e programmed by e manufacturer in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: F_ U R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z R802.3 Framing details. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directly N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe D + L (EQUATION 16-9) W 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, U inch ( 51mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R_8 where 3 inches 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other 20 S.F. +17.44-22.0 +20.24-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF 0 ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 50 S.F. +16.3 -20.0 +19.0 -23.0 ::] R802.3.1 Where ceilingjoists or rafter ties are not irovided, 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 L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/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. Table TRUSS DESIGN DRAWINSS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN R802.7.2 Engineered wood products. Cuts, notches wind holes bored in trusses, structural composite lumber, structural glue-laminated N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either a e values shall be adjusted for heights > 30 and exposure C or D by multiplying by the , G adjustment coefficient in Table R301.2(3). DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: 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 1. DEPTH, SPAN, AND SPACING. Plus sign signifies pressures acting toward the building surfaces. recommendations or where the effects of such alterations are specifically considered. Constructions Codes, as applicable. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be Exceptions: 3. REQUIRED BEARING WIDTHS. supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 4.2. TOP CHORD DEAD LOAD. the rafter or ceiling joists at intervals not exceeding 8 feet. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall 4.3. BOTTOM CHORD LIVE LOAD. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and 4.4. BOTTOM CHORD DEAD LOAD. Lij �: r r- �- Co 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 m N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less . 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. A.,B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. o N ri eo cv than a 1 inch t shall be provided between the insulation and the roof sheathing and o the location of the vent. N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) DS. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS spaceA.,F,F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR 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 Heatingand cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordanceEACH LVR• LOUVER RNG RANGE Section R807 Attic Access g9 A.T.T..FTABOVE FINISH TREAD LOCATED RELATIVE TO THE JOINT INTERFACE, USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL [PLATES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation ALUM. ALUMINUM E J EXPANSION JOINT L.T. LAUNDRY TUB R.O. ROUGH OPENING 9 9 P 9 methodologies. EIEC. ELECTRICAL R. RISER 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. ANJCH. ANCHOR MAS. MASONRY 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 e ANGLE Ems• ELEVATION MAT. RND ROUND 10. DEFLECTION RATIO FOR WE AND TOTAL LOAD. P 9 9 9 EQ. EQUALATERIAL be measured from the to of the ceiling framing members to the underside of the roof framing members. S.C. SAWCUT 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City AFRCH. 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 0 Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have EQUIP EQUIPMENT MDO SCHEM. SCHEMATIC hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 3 PP PP !® AT MEDIUM DENSITY OVERLAY automatic or gravity dampers that close when the ventilation system is not operating. EXP. EXPANSION MECH. MECHANICAL SHLF SHELF • DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING z z z z z z EXT. EXTERIOR SHL. SHEET ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,0010 SQUARE FEET. DRAFTSTOPPING SHALL 0 0 0 0 0 0 inches high (559 mm wide by 762 mm higlh). Where the access is located in a ceiling, minimum unobstructed head-room In a BD. BOARD MIN. MINIMUM attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing Section N1104 R404 Electrical Power and Lighting Systems EE. EACH END BLDG. BUILDING SIM. SIMILAR DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR( MEMBRANE ABOVE AND A CEILING � � � v> v7 to members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. ( ) 9 9 Y BhA BEAM M.O. MASONRY OPENING S.S. STAINLESS STEEL MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 5; > > > > > N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall MTL. METAL STL• STEEL - - W W it W W W P P permanently y BTfM BOTTOM F/C FLOOR COVERING CHANGE be high-efficacylam s or not less than 75 percent of the ermanent) Installed lightingfixtures shall contain only high-efficacyMATERIALS: DRAFI'STOPPING MATERIAL SHALL BE NOT LESS THAN 1 2 INCH GYPSUM BOARD, 3 8 INCH WOOD STRUCTfURAL PANELS. Section R902 Fire ClassificationBLLKG. BLOCKINGTRUCT. STRUCTURAL / / R 902.1 Roofin coverin 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.FDFLOOR DRAIN N.I.C. NOT IN CONTRACT 9 g BRRG. BEARING FDN. FOUNDATION NTS SUSP. SUSPENSION (, roofingshall be installed in jurisdictions designated b law as requiring their use or where the edge of the roof is less than 3 FLR. FLOOR (NTS) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NnTFs• o j g Y q 9 9 BR2K BRICK SGD SLIDING GLASS DOOR feet 914 mm from a lot line. Class A, IB and C roofing required b this section to be listed shall be tested in accordance with Section M1305 Appliance Access BSMT BASEMENT SQ. SQUARE to ( ) 9 q Y FP FIREPLACE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND IMANUFACTURE OF 2 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 tit CENTER LINE F.R. FIRE RATED D.C. ON CENTER TB TOWEL BAR METAL-PLATE-CONNECTED WOOD TRUSSES SHALL R 902.4 Rooftopmounted 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 CJM.U. CONCRETE MASONRY UNIT OPER. OPERATOR L COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY P P P P P FIRM FRAME T & G TONGUE AND GROVE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. 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 urisdictions 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 lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large CCONC. CONCRETE O.S.B. ORIENTED STRAND BOARD nP TYPICAL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR h- R 903.2.1 Exposed wall flashing required to have a kink-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 COND. CONDITION GA. GAUGE OZ. OUNCE T TREAD RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING 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 G.C. GENERAL CONTRACTOR IL U R 905.1.2 An ice barrier/ water shield shall be installled 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 (BCS() GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE W 0 than 18 inches 457 mm above the floor in garages. CTirSK. 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 9 GYP. GYPSUM PC POURED CONCRETE O m C.10. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A -� 0 or higher. Ice protection requirements per table R301.2 1 . Install ice & water shield at all eaves, able ends, his & valleys. On roofs slopes M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for PBD. PARTICLE BOARD REGISTERED DESIGN PROFESSIONAL W Ili 9 P q P O 9 P Y P CANT. CANTILEVER G.L. GLUE LAM every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system PL. PLATE VERT Y less than 4:12, entire roof to receive ice & water shield. VERTICAL 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 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 section M1506. CLG. CEILING HDWR. HARDWARE V.I.F. VERIFY IN FIELD F TI F S. RACING HAS W w I- HORZ. PWD. PLYWOOD IP �� ��1 ILII Q�EO FRLFtd�It 0 � _ < C.IM. CROWN MOULD HORIZONTAL,HORIZONTALLY W WASHER slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double M 1506 Exhaust openings: A minimum clearance of 3'-0" is required between air exhaust terminations and openings into the building. 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC &: 2016 NYSRC. Z v 0 underlayment application is required in accordance with Section R905.1.1. qg' C.IR. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED W/ WITH P 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. 0 D DRYER w PROJ. The electrical systems shall - r e exhausted: i intermittent r fm continuous. HDR. PROJECT PROJECTED be installed in a (n gage [0.105 inch (3 mm)] shank with a miinimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to Area to b ousted. K tchen 100 cfm inte mrtte t o 25 c HEADER / W.W.F.WWFWELDED WIRE FABRIC Y accordance with chapters 34 41 of the 2015 IRC & 2016 NYSRC. W9 o PENNY Hg PSI POUNDS PER SQ. IN. 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. [�] z P 9 9 ( ) 9 9 DUA DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQED WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. 0Cn less than Y. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. DDA• DIAMETER P.T. PRESSURE TREATED w 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 D!IR. DIRECTION INGR. IN GROUND 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with ❑ � LH 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 DMI DOWN INSUL. INSULATION QUAD. QUADRUPLE manufacturers specifications and / or recommendations. or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend DFR. DOOR INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt fromi architect and report any and all W I.S. INSIDE CORNER REF. REFER TO REFERENCE discre discrepancies includin an dimensional conflicts, immediate) the vertical side wall, the vertical leg of thle flashing shall be continuous under the siding. Where anchored masonry veneer is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes DVN DISH WASHER RMS. ROOMS P 9 Y y to architect for corrective measures prior to construction. 6i ( U provided on the vertical sidewall, the base tflashing 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 DWNG. DRAWING JT. JOINT REINF. REINFORCING,REINFORCED B. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWIISE NOTED. I- } provided in accordance with Section R703.7,22. 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 e member. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, � � Iii overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 'A 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 < < < and extend up back onto the roof deck nolt 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 U o Q ,) deck at no more than 12 inches (305 mm;) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches GRAPHIC SYMBOLS same character as for similar conditions that are shown or noted elsewhere on the construction document set. .. .. ........ der the drip edge along rake edges.over the drip edge along eaves and un p g g g (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and W - .9 G2427.8 A mechanical draft ventingsystem, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontal) suppliers recommended installation procedures. Q- Ft ER 'A Y g PP y STRUCTURAL CALC. REFERENCE r 0 R 1001.1 Masonry fireplaces & chimneys to be constrructed in accordance with Section R1001 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 ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible 0 C' ti 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 construction documents. C� + ym -4 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 )(X c.� PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER "REGULATIONS 8 ¢ V) rr C. than 3 feet above the highest point where the chimney passes through the roof. from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per FLOOR FINISH CHANGE NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE W "I � ��m hour shall be installed with a 9 inch vent termination clearance. SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED = �,A >r Section R1004 Factory-Built Fireplaces The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches O DOOR / HARDWARE TYPE ARCHITECT, TO ALTER AND ITEM IN ANY WAY. U : . ' 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. U) . '581"O `' built fireplaces shall be tested in accordance with UL 127. XX _ _ _ XX ' `�' R 10004.5 Gasketed fireplace doors. A asketed fireplace door shall not be installed on a facto built fireplace except where the fireplace BUILDING SECTION ❑ iVEW 11(O� P 9 P factory P P P 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 G2439.1 (614.1) Installation. Clothes dryers shall be exhausted In accordance with the manufacturers Instructions. Dryer exhaust systems � ........ "I,..........................................: R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. building. I MBER 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 l 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 T 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 � 2 � �®��L � . . Wcellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with Section P2607 Waterproofing of Openings = SHEET NUMBER numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric 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. Counterflashin into the opening of pipe serving D_ - P ry 9 9 P 9 PP 9 2 os a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal Z O cross-sectional area of one pipe size smaller. & 124 (MODEL Al - l 5 . U) W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, 0 /16-40 X 4h"MN CONNECT KIN6 STUDS TO TOP PLATE ~ ATTACH TO WH PAR ROOF FRAMIN6 WRAP 1-1/4'X22 6A.6ALV.COIL STRAP LIJ Z C5-4o X 4t MN GP 6PPOSN6 RAFfH25 OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb E ATTACH TO EACH PAR CRIPPLE STUDS O OF 0PPG5N6 RAFT6L5 ROG7 RAFTER 2x ACG LEDGER W/2-3/8"x5"LA6 DHL TOP PLATE Ib"OG. U ai !RERAF>73L 5t£ PLAN BOLTS® Ib"OG INTO STUDS O U PLAN 51MP50N STRONG-TIE 2X EILOCKIN6 Q U a> A35® EVERY RR AT 2 END BAY5 2X4 STUD WALL OR&ABLE END TRUSS a r Z �, U SMPSON SfRGN6 SFAIWN STRONG CEILING J015T OR STRON6BACK5 O OZ am m SIMPSON 5TR0NfrTIE H2 8D NAILS -TE Hf.S TE H6 - - SIMPSON STRON6-TIE TRI)`. `• BOTTOM CHORD 51MP50N H2 CONNECTOR®EA `� U � � � � b n P, 8d NAILS TYP. RDEE 5TW1Pr SFW1 DE ATfACfD TO EACs PAR Gf GfPO5IN6 RAFTERS. ALTERNATE TO RID6E STRAP. H3 O EVERY RR RAFTER TO STUD AND KIN65 Fnu� 0 > FOR USE WH�1 STUB AND USE IN COMBINATION ONLY W$Tl ST1A75 A1� IMMM RD6E 5TW'P5 AT NOf REQI�ID WFBJ GAIAR TIES OF PROVIDE 2X4 DOLLAR TIE AT (NN EN ALIGNED) N `o v IOMW 0 OR VA LEL'n ARE LlICATW N THE U'F6t TM OF TM UPPER THIRD OF THE ATM SPACE � ++ �N >- ALIGN DO NOT ALIEN ATTIC SPACE AND ATfKM TO WH PAR Or RAP RS W/4-IOd NAILS W/4-0d AT FAGH RAFTEW 05-22 STRAP AT � - EACH a� LW26 FOR 2xb DETAIL 4D'S� Z i n� M LSU28 FOR 2x8,2x10,OR 2x12 0 Q W C? T- o " FRAMED OPENING r 00 FOR WINDOW OR ❑ CO R106E STRAP DETAIL / 'R I DGE STRAP DETAIL EXTERIOR DooR U SIMPSON STRONG-TIE 2x4 OR 2x6 � STUD5 0 Ib'O.G. NO SPECIAL UPLIFT (10R CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28 O EVERY GJ V 'f.1NNLOCATE AT / 3 N.T6. LOCATE AT EVERY RAFTER BOLT I2x A00 LED6ER 5/8'x45'LAG CONNECTORS REQb _ 11 ~ 5MPSON STRaN6 TSt SON STRONG // STRA ,N6 TO BE 1 1/4'X 22 6A. ALL STRAPPING IN THIS AREA -TIE LTS -Tr_HV OR HIOS in t MAY .LIQ F A� // PORGH -ROOF GABLE END WALL TO BEAR A MIN.OF 10'ON FRAMING. 150 NAILS TYP. / DETAIL AT ATTIC FOR,USE WHEN STUDS AND USE IN COMBINATION ONLY WHEN STUDS AND STRAPP I NCS DETAIL ,RAH-`THRs DO NOT ALIEN z AL16N N T5. I ( N.TS. 5TRAPPIN6 TO RUN ONTO RIM JOIST,SEE O DETAIL q/DI(ONE STORY)OR ONTO STUD U \ " AT WALL BELOW(TWO STORY) 8001= RAFTER HURRI DANE TIES I N.TS. LOCATED AT EVERY ROOF RAFTER ` ANTI G • •• Z ST-RAPD I NO DETAIL %FSQN POsr CAP CCS, 12 FOR FRAME GONNEGTI ONS o Ln^ 1E�-4 AT MS u J LL DI N.TS. PRE_ o m M5TU8IYl �J s 2ND FLOOR / . . " 4-I6d FADE NAILS FROM Z / 61W k x PROVIDE 3 X346 X3 WASHER PLATE AT ALL ANCHOR BOLT5 KIN6 STUD INTO HEADER ❑ / MSEC 5EGURED BY WOOD SILL PLATES. / COLUMN POST TOP ANGHOR NAILS 51MP50N PAB OR 5B ANCHOR BOLTS MAY BE U5ED IN LIEU OF / THREADED ROD W/WA5FER PLATE. EIV LftTN / N.T5. L.OGATE AT E1/13ZY COLUMN/6MRDER C.ONNEGTION HX LP titGld PROVIDE 3'X6'XO3b'6ALV.STEEL PLATE W/ (4)NAILS MN N ��MN / I3D Gf 5T1D6-8D NAILS AT CORNERS AND INTER5EGTIN6 WALLS. 3'X12*XD3b*6ALV.STEEL PLATE IN a•lH i111 � NAILS 12-W NAILS AT AT BUTT JOINTS IN STRA169 SIMP50N L5TAI2 STRAP IN CLEAR 5PAN WALL5(FERE THEFE SINSLP PLATE OR HEADER STUDS 5-100 NAILS EACH END AT r Clif LE NOTh \ NW ONE AT SPANS IIP TO 6 FEET EACH JACK STUD 24 MINIMUM LAP SPLICE TWO FOR SPANS b TO 12 FEET O FIRMW MR 5/&"4P A307 ROD THREADED b"BOTH ENDS. THREE FOR 5PAN512 TO 16 FEET 2X6 JACK STUDS(UD N): DIST 6F /8 LBJ6T11 IGT FLOOR BOTTOM Lfi�E-DB�1 3/4'AND I"ROD AT 51MP50N STEEL 5TRON6 WALL,SEE PLANS 12-161)MIN.NAILS ONE AT SPANS<6' J HAILS AT ALL SPLICES TWO AT SPANS FROM V TO 12' I- w MIN. 51MPSON POST BASE iy THREE AT SPANS>12' � (4)1NAI5 MN N I ABU44 OR AB",SEE PLAN 2'X3/8"X3"WASHER PL W/NUT EACH SIDE (4 W1.6 ( IN 05-22 COIL 5TR"4P I UPPER STORY SHEAR UINLE55 NOTED OTHERWISE PLAN V WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL @ EXTERIOR WALL ❑ W FLOOR TO FLOOR T I)ES I l - - - BELOW GONNEGTION HDU HO D-DOWNS AND STZONC� O 4 I FOR SET BACK WALLS L WALL DOUBLE TOP WALL PLATE SPLIGE DETAIL HEADER GONNEGTION }� }� N.T5. LOCATED AT EVERY STUD I `\ �0 U I�l D A T I 0 I`l MIN B4�htENT OR F�'TANSION @=KTS= I� I� 16 NOME \ BOLT W/YMINIMUM B•�DME NTN.TS. N.TS. N.T.S. r ) COL 51RAP5 LPW StfAM*FROVDE 8d COM(0.171 x Vr LONG)NAILS. ( \\ `./ COL STRAPS Out3t�fATHN6 PRNM 10d COM+NON(0471 x V Lft)NAILS \\ GOLUMN POST BOTTOM ANGHOR \\ 6 N T•5• LOCATE AT EVERY COLUMN/6NRDLR CONNECTION 9"TM, ALLOWABLE HOLES TO MAT VALV Tac 8D NAIL®b'0/G AT ALL PAN® EDGES 16D NAIL® 24'OlG LVL Headers andBeams ~ U ` flr&M 6d N�TM_W.® IbD NAIL®24'0/G " As RR WffM MP50N HCP HIP HIP RAFTER, J(6 055 OR PLYWOOD W W 51 CORNER TIE SEE PLAN INTERIOR SHEATHING 1.3E TimberStrand® a ddrollam® LVL NOTE:NIL®2E 24'WIDE MINIMUM NA1 HEIGHT (4)NAIa MN N LSL hole zone WALL RETURN 15 PROVIDED AT ENDS OF Parallam®PSL 2 x es meter of the O a um(� hole zo largest hole(minimum) Y depth U BRACED WALL LINE THE b"HOIDOMN MAY I �" 8D NAIL®b'0/G - - 1 _ Q BE ELIMINATED. PROVIDE TWO(ONE AT FAGH X3/4 12'LENGTH(MN) SIDE)GS-22 STRAPS PER DETAIL 4 IN LIBI OF SIMPSON Bp We ER - i - -10I STRAPS%IOWr IN THE DETAIL NAIL SHEATHING TO ```J INTERIOR 0 o AT ALL PANEL d o _ - - - - - - _ - - � o 0 5111 PLATE 41 8d 2X AAT SILL PLATE DOUBLE 0 EXTERIOR 6YP5UM BOARD o 0 0 ( NAILS 0 4'O/G SILL AT FULL BASEMENTS Microllame LVL and 5/8 DIA STEEL ANCHOR Parallam®PSL J T MINIMUM Bars MAX.2'-8'o.G_ - - - - - :■19 fur vAttY 80 NAIL® 12'0/6 AT ALL B" T EXTETID BaT5 MIN.7'INTO 65-22 COIL STRAP ,MAK SW r0 W�a MEMBERS NOT AT PANEL ED6E5 FON,NTH TI6HTBtD HUT t f9 ow. allowed hole zone 35c 3'WASH32 TO SHIELD BOLT. (4)1 x 0 ACQ 5hP50N LTP4 PLATE NAL®TO %FSM 60L OW 15/32"05B OR LSTA36 W/10-I0d NAILS PROVIDE TMAI TE`HIED SILL middle Y3 span >RL CANED ' BAR SEAL AND MAINTAIN 8'MIN PLATE RM Mp SLL HATE 0 16"0/G AT Gat RrrTIR VM IN5IDE CORNER OUTSIDE GORIER INTO STUD ABOVE AND LOCATED 2'TO b' VAILY AM NrMtWa PLYWOOD SHEATHING d 1.3E TimberStrande LSL allowed holle zone d r` r FROM WD TO FINISH®GRADE NOTE' General Notes -4 Q N N N BELOW l2 EP.GFI GORNB�J � FROM TOP OF WALL �As ITit rKtS sap wf`tft PLAN VIEW P Tall=2g8or COIL STRAPS Utd192 51fATHIN6 PROVIDE:8d GOt1MON(0.131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP O �- N M Co N 5ff FOUNDATION PLAN STRAPS OVER 5HFATHIN6 PROVIDE.IOd COMMON(0.131 x 3'L.ON6)NAILS. t--�� i i EXTERIOR / /��N�p HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OVER OR FALSE GALLEY LATE HIP GOI `INEGTI OI Y lJlJl� J-� DEPTH HOLE SIZE headers and beams only. /---,2nd STORY CORNER GONNEGTORS TYPIGAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE ST�APPINC DETAIL WALL FRAMING 4Y8' • Round holes only 5Yz" 1%4' • No holes in cantilevers. N.T5. LOCATED AT EVERY CORNER N.TS. LOCATION AS NOTED a N.TS. LOCATE AT EVERY STUD N.T5. I� 1175 I8 N.T.S. N.TS. 7Ya"to 20" 2" • No holes in headers or beams in plank orientation. See illustration for Allowed Hole Zone DO NOT cut,notch Or drill holes in headers except as indicated in illustrations and tables. vi z z z z z z A MINIMUM OF TWO BRACED WALL LINES(ENJ ARE REQUIRED IN EACH DIRECTION OF A BUILDIN6. BWL'S SHALL NOT 13E SPACED Dffmw gTRAP Alp WALL OVTTIIJ6 n WALL O-UATHN6 I I O O O O O O MORE THAN b0 FT APART. WALL.5 WITHIN A BNL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BNL. BNL LOCATIONS ARE NOTE. TO TOP OF POM'WN.L r t�-��I I ��. TO TCI'a PONY WN1 r IkS�_ u) Fn � Fn � 55 INDICATED ON FLOOR PLANS > > > > > > 5F,P��ON DTTIZ tICLDOAVM AT e'F+ O1W.® 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I I W W W W W W WALL END PAN t (TYPE A)f 6 AS R� A BRACED WALL PANEL(BNF')544ALL BEC71N WITHIN 10 FEET OF EACH END OF A BK_. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER W L DP WALL DETAILS O AAD t E-D6E5 OF BNPS SHALL NOT BE 6REATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BW ON EACH BNL EXCEPT AT WALLS< 16 FEET LONG MAY HAVE ONE 48'OR LON6ER BNF'. BWPS ARE TY":"ALLY G5-W5P SHEATHED BRACED WALL PANELS 3 .WDE LVL PIA♦y o ®I 17-W NAILS AT KTIZ (TYPE A)OR 6YP5UM BOARD eB(TYPE B). PROVIDE TYPE G,D,E,OR F PANEJ5 A5 NOTED ON PLAN WHERE BWP TYPES A GONTDU U5 TO OUTSIDE OF PANEL N AND B Do NOT QUALIFY DUE TO MINIMUM LENGTH REGIVIREMENT5 OR ADDITIONAL GONTRIBUTIN6 L_EN6TH OF BW 15 REQUIRED. L0 ® BW TYPES ARE INDICATED ON FLOOR PLANS. ® 3/8'0 THREADED I= ® G5-NESP CONTINUOUSLY 5HEATHED BRACED WALL PANELS(TYPE AI SHALL MEET Z X NOTE:WERE 24'WOE MINIMUM FULL HEI6HT THE MINIMUM LENGTH REGIVIREMENT5 OF TABLE R602.105. NAIL 7(6'MINIMUM WALL COtMN101/5 IIP4 MIN DEEP HPADER TO CONTINUOUS ItV4 MIN D�HEADER TO WAW RETURN 15 PROVIDED AT ENDS OF SHEATHING WITH 8d NAILS 0 6"0/0(EDGES)AND 12"0/0(FIELD)AND PROVIDE 2X OUTSIDE KIN6 STUD(SEE PLAN) OUTSIDE KIN6 STUD(SEE PLANV PMel em G5-M15P BRACED WAW LINE TIE 8" BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. PROVIDE 800 POUND HOLDOWN FASTEN i'SHEATHING TO NFAm W FASTEN i'SHEATHII6 To NEADER WA 77", Z HOLDOWN MAY BE ELIMINATED. PER DETAIL H OR 20 AT EN05 OF BRACED WALL LINES THAT DO NOT HAVE a 8D NAILS a 3'0/G N EACH DIRECTION a 8D NAILS a 3b/G IN EACH DIRECTION WALL MIN PANEL W EITHER A 24"MINIMUM FULL HE16HT WALL RETURN OR A 48'MINIMUM BNP. LU SIMPSON LSTA24 STRAP ON BOTH SIDES AND � u I 51 V50N L5TA24 STRAP ON MEATH® �I�T�T) ��"L' TRIM TOP OF PANG A5 REQD � E-'"'( EACH OF HEALAR TO JACK STUD W/16-100 NAILS FACE W/I6-IOD NAILS 8 28' LL TABLE Rbo2.105 MINIMUM U36TH REMIREMBdTS OF G5-IPSP z y 32. 61/4"WS SGRFW5 O P4 m CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W 2 H FASTBE TOP RATE TO HEADER W/2 F- J ROWS OF Ibd NAILS 0 3'OX z ROI5 OF 16d NAILS 0 3b/G zo 10 34' PORTAL STRAP51/2'FROM ON W Q W ►"SLL AJAGENT CLEAR MINIMUM LENGTH OF S U II 3B' BOTH SIDES(4 STRAPS PBL'PANEL) > Y FEI6HT(FT) OP%NE16HT BRACED WALL PANEL (2)JACK STUDS MIN.OR PER PLAN 12 42" W w IMP50N CNH COUPLER NUT <64' 24' � (2)JACK 5TU175 MIN OR P�PLAN � Q = < 8 b4'TO 80' 32' ~ BLOGKIN6 AT PANEL ED6E5 v U 0 . .0 � BLOCKING AT PANS f3)6E5 � BLOGICIN6 AT PANS.ED6E5 51Nfi'50M SWSB STRONG-WAl15B Z 1--� ��/<64'i6 27' 6YP5UM 130ARD 065'BRACED WALL PANELS(TYPE B)SHALL BE ~ PANEL SKA L HAVE A LENSTH t'OF NOT ~ LE55 THAN HAVE A E STORY 'L'OF NOT PANS VERIFY PANEL IS Pl IIhB J /8'0 ANCHOR BOLT OR q 641 TO 80' 30' 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE � LE55 THAN Ib'FOR 8 Fr WAW,18'FOR q QC FIRS THAN R FOR ONE STORY AAD 24'FOR � U) �� � FT WALL AND 20'FORA 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION NOTE:DETAIL APPLIES TO W ^ � O ADHESIVE ANCHOR, 80'TO qb' 41' R602.105. 5EC.URE Xl'6YP5UM BOARD WITH bd COOLER NAILS, J PLAN LL,AND 20'UAL L1 R A 1 5ff PLAN FOR ACTUAL L ENOTH. BOTH ENDS OF HEA 2ER F� z <64 30' og15"X LY9"6YP5UM BD NAILS,OR.Oq&'X 13/0'ANNULAR RINGED IF WIDTH TO If16HfT DIMENSIONS ARE LL 1F WIDTH To INEI6Hr Dn t�sla+s ARE Q cn • 10 641 TO 80' 30' NAILS OTO/G(E06E5)AND7`01r,(FIELD). BLACKING 15 NOT EXGED•"THEN DETAIL f'TO B`U58). F THEN DETAIL F TO 13E M. LL I�+1 w r•- REQUIRED AT UNSUPPORTED PANEL ED6E5 WHEN PANELS ARE .. 80 TO qb INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FULL ' 1 1NXJU5 HEADET215 U5®OVER ❑ *Partial credit for panels 36"to 48'wide per R602.1052 HE16HT BLOGKINI6 DIRECTLY ABOVE AND BELOW TYPE B WALL5. BOTH�NIN'THEN MIDDLE� " :, _ `n TYP I GAL HOEDOWN DETAIL AT � o►�.�K AND KIN6 STUDS � ONE JACK AND KIN6 STUDS BRACN615 NOT REQ'D L EQUAL TO ui U CONTINUOUSLY SHEATHED WOOD J n _ GYPSUM BOARD "GB" -TYPE B � ' tN°I�So° MV5� w°�5 TWO K1N65TLDs or > 12 } FRAMED FLOOR A STUCTURAL PANEL CS-WSP TYPE A B o o FASTEN 7AVSHEATHINSTo STUD 0/6 z (f) 00 NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - - AND SILL WA 8d NAILS 0 4"0/6 u_i PORTAL DETAIL'G'ONLY APPLIES SIMPSON H7U5 HOLD"WA W/4•SD5 SIFPSON HDU2 HOLDOWN W/6-1/4' Z < < Q N.TS. To 2 FT To 18 FT PIPE OFENIN165. / (D4WS 0 0 W 5GR&S IN DOUBLE END STUD 505 SCRB S IF ND FLOOR ABOVE TABLE 602.10.3(1)5RAGIN5 REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO SGF06 F FLOOR I/B9& PANE.TO 517 DIRECTLY ON TOP OF � WIND SPEED,EX205URE B,30 FT MEAN,ROOF HE16HT,10 FOOT REQUIRED LENGTH OF WALL BRAGIN6. 2-1/210 ANCHOR BOLT OR EJPAN510N CONCRETE FOUNDATION WALL W BOLT WITH 2*)U) (y'PL WA9iER 5MPSON WTT>Z hIG1JXIAM AT(f•NSP CRK.f.D WALL HEIGHTS,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT OVER 1/2'0 ANCHOR OR EXPANSION BOLT 2-1/2'0 ANCHOR OR FJ(PAN510N BOLT Q �G T E R�O WALL Bap PM16(7YPE 4 IVU AS WAUR® GONT BASF]?ON SUPPORTING FACTORzmfi m AT DRA(.HZ WALL DEMES G MDR STORY BWL SPACING METHOD 6B •4 BAR CONT IN TOP OF CONGRETE CONCRETE $4 BAR CONT IN TOP OF CONCRETE :*3 71E U RO sEf� 'Q 0 5HEATHIN6 EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION FOUNDATION FOUNDATION H T Ch 0 0-IOD WU 5 AT DTnZ TOP 10' 25' 55' EXPOSURE CATEGORY ONE STORY D IS 114 BAR DONT N TOP AND BOTTOM Q EXPOSURE CATE60RY TWO STORY G 1.3 PAE1546 ANCHOR BOLT OR V THREADED OF CONCRETE FOUNDATION SIMPSON 557/8X24 OR PAB7-18 ANCHOR E_XP05L RE GATE-GORY TWO STORY D Ib EXTEND KA SHEATHN6 OVER RIM J015T ROD W W0.`�I62 PLATE,SEE DETAIL 15/01 BOLT OR Ya"THREADW TROD, W 0) `^r• 70 [l. 0 TOP 20 5.0 10.0 PAB5-18 ANCHOR BOLT OR 36 THREADED SEE DETAIL 15/01 OVER ROD W/WA5N6Z PLATE,513 DETAIL I5/DI U m ROOF EAVE TO RIDGE ROOF ONLY 15 FT 13 P ®fE WALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO 15 FT WIDE OPENIN65. 0 TOP 30 7.0 145 ROOF SAVE TO RIDGE ROOF ONLY 20 FT Ib FRAMED � � TOP 40' 9.0' 185' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 FLOOR PANEL HAS CONTRIRnIN6 LENGTH OF 48'TOWARDS RbO2.10-%)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PAMm HA5 v REGIUIRB4£NT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. YII11J_TO CONTRIBUTINl6 LENGTH OF 48'TOWARDS Rbo2.l0'JN MINIMUM LENGTH 51MPSON 5iR4N6 WALL RECiN11RE'i BN61N1332J37 DESIGN TO ❑ 810 ROOF NAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 (�>�ON FIRST R OOR APPLICAl10N ONLY, REOIIIRB t31T5 FOR BRACED WALL PANE 5 AT BRAGB�WAl1_LINES. TO DETB2hFNE PANEL 517E A4ND ANCHOR BATS FOR TOP 50' 11.01 23.0' ROOF SAVE To R106E ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL I7E516M1 WIND LOAD AND CONDITION �V E W Y O�� ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT W TOP bo' 13.0' 275' KALE HElew ANY STORY 8 FT o.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL JO UMBER 3/b'0 ANCHOR BOLT OR : : WALL HE16HT ANY STORY q FT O.q5 ADHESIVE ANc+1OR BOTTOM OF 2 10 5.0 105 WALL HEIGHT ANY STORY 11 Fr 1.05 @�N RAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E DEL - TYrPEFO16O23 WALL HE16HT ANY STORY 12 FT 1.IBOTTOM OF 2 20' 9.0' 19.0' FOT 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 NO(DTT-�s-cAL E PER ENGINEERED METHOD W NIMBBZ OF BWL PER PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 30 13.0' 275' KHEIER OF Bit PER PLAN DIRrGTION AT STORY 4 1.45 Q SHEET NUMBER NRNBBt OF Bit PER PLAN DIRECTION AT STORY 5 OR MORE Ib BOTTOMof2 40 170 44.o (_2_�IBRACED WALL PANEL DETAILS _ GYP BD FIN15H OMITED FROM IN51DE FACE OF BNP 1.4 HOLDOI�IN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD C,5,-NSP ONLY BOTTOM OF 2 b0' 25.0' 525' GYP ETS TENIN6 ANY STORY 4 0/0 o r D 1 NOT TO SCALE 1 2 (MODEL A & 12 4 MODEL, A 1 15 (D APPLIESMETHOD 66 ONLY to W Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED fA H Z W If o U U � cm.1 mk IXA7 6 TYR DXT151?m WAIL Q 3 p Y Z"xe OUfRKfm OG.- 2 6-4 0 C) 1:5 M06M TO ALIGN L t 4 � •r""""( U >N S VENA 2 2 D --�_�- RIDGES TO ALIGN (2)2"xb"d1XaCRJ6 FNfI.d-OGC �Tl�bxbx8 � !E � RID �Z by"raf OR Eqk Z V .- Lo RIDGE VENT 6 ' rxr TRM L x o co TYPICAL ROOFING: H16H CEILING - J . :. .-.: .. .w ...:..:_ ::_ W.�:.... �.".�. ::.: ::::: .: ..-::...- (xb"FASCIA QU Q w c' 6 ARCHITEG'M2AI.5HI.NGLE5 BEYOND 15#FELT VVERLAYM ENT - `- �� = ti - co 1/2'PLYWOOD%E&THING ..�-�.`-�- - ___, _ HARDIPLANK 12 FLYwal� mMI� b'AZEK TRIM HORIZONTAL b =..F may-�_ _ b'AZEK TRIM ra TKM ❑ V)- co :o. :. 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I ( I I I I I I II I II I I I i w I I ( I I II 1 II I I ( I PROVIDED W/SPLIT KIT - 6'R-21 BATT5 I I I I I I I L==L=�J4 I I i I I I I II=�� �I I I I i I I ❑ w -� 2015 IRC-6242T.'b!'S03b) I I I I I I I I ------'� I I I � ----- I I I I I w Hj VENTING 5Y5TN TERMINATION LOGATION: _ FDI INPUT OF IOPOO BTU IPER HOUR(3KY0 OR M55 5HALL BE J THE VENT TERMINAL OF A DIRECT VENT APPLIANCE ran+AN 6i U CD II I I I I I I I1K 1 I I I I BIIILLOCVIN�G A 511CHAT r A�4t+I,�PPL WITH AN MPUfaROM ANY AIR OPENN9 °VABt ton0o L — —1 — — I� — — — — — I — — —I — FLOOR — — — — — — — — _ — — — — — — L BTU PER HO R BUT NWT OVER 50,oGO M PER HOUR SHALL BE Z z w — — — — — — — — — — — — — — — — — — — — — — —I— — — — — — — — — — — — — — —I— — — — — — — — — — — INSTALLED WITH A 9 aNGFI VENT TERMINATION CLEARANCE AND AN APPLIANCE WITH AN INPUT OVER 50pOO 13M PER HOUR Z � Q Q 5HALL HAVE AT LFA5iT A 12 INCH VENT TERMINATION Q C] 0 CLEARANCE THE BOTfTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE&RADE (� ............. .... ............. ���R ELEVATION -REAR ELEVATION U I 0- G\RO .�� 3A6, - I-0 3 b I-0 2015 IRC-R3122:.I l IN Drl3LLING UNITS,H+IERE THE TOP OF THE SILL OF AN n OPERABLE WINDOW O>PE INC 15 LOCATED LE55 THAN 24' Q ABOVE THE FINI5HfD FLOOR AND fiREATBR THAN'i2'ABOVE m THE FINISHED 6RADE!OR OTHER SURFACE BELOW ON THE W -I UNIT 123 UNIT 124EXTERIOR TMTHE WILDIN9,THE OPBZA13LE ONE OF=THE FOLLOWINrm Wm OPElM55 THAT WILL NOT ALLOW A 4 MCH DIAMETER SPHERE A (LAUREL) MODEL A 1 - 15 (HOLLY) r°PA�'taR�",KO�M&M1�t�E5T°PEE'MODEL "FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 ❑ `� ATE WINDOW OPE NIN5 CONTROL DEVICE AFTER OPERATION TO W Y O� RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO ............ ,Y..................................... RUY OPEN,SHALL NIOT RE9�UCE THE NET CLEAR OPENING JA/M16023 BER AREA OF THE W NDOM UHT TO LES TW 51 SWARF FST. w UNITS 123 (MODEL A DUET CLUSTER = SHEET NUMBER & 124 (MODEL Al — I 5 ELEVATIONS. (Dc/) Al w p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED R106E VENT U) 'FIRE RETARDANT Z PLYWOOD 5HEATHIN6 E — � 2'x8"RID6E BEAM = `' U 12 12 pV 12'UPPER GABLE e�ulLaa sAeLe 12 F 112 2'�"{� O � = BUILD-CUT BLOCK RIDGES TO ALIGN RIDGE VENT RJD6E VENT IR106E VENT PJD6E VENT (2)2"1 Z) CD s•�ew��-:�ee5r...- :��1,-ai F+ I : , l-.:.M•wv—•le.--ELL—le-L i•�i ' �- ND6E YIJ�I +^� - I i®P^J•1 TO — .. ' WISE VENT T vw•.:isey..>:::»:...,w�_:e_:.vwr..e:.w,..w.n,: e..twwawe.... T L—,�ie,,,.... ,,.d. n . - ._ _ ..... I y :.:::.I,..,L,x:>rrnw F , L vp a L !••6 ..++TJ�::ta.oewc m.^!.q..f°�:".L-e" �VLL.L® o-U) _ PT GIRDER I— . SECURED Z b- roe,-.lw..: sw... ..�, �:..... �«» _ �,a..„�.,.-a.:•�..r:. .,.d ..w:.-:'�.=s_..-I.,..r,:;;::::•e..w:..,:.. .„„ O Q@ l END5 f? OH. N - . : -- _OHI -�Lr . . ..... .f. ._ pe, l n..«.:..,mow ,-........�.., .. .r. ..mw._... 'x++L•+n�:'::---!.. ®.-.�-�- — A a Y�6 .� : d ,6:—,..> C / M �^ .J __._._ .L.....i:..�`.,-r-�_ '1•L.^.-•®��rte.6 r s.�—,. w,..w• :=.,:w,.::!_:.w..m... .. .. i. „t , , ,k.s�� -_- _......�. RIDGE VENT k «;m6 a r n cfl a =a RIDINE VENT •- -r-� oq OI.I ALL 6U I55 t LEADERS SL BE 5AKED OH a �L� e A �i �_ ...i+� , --�,,,�,�+,�,.s �_.: r- ,�.,:,.-:-.r-,..�L,..•::�..:..._..k-m.: �.L-.�-. I� ,:...�.._.. s:_•.,.tm ,i.,�:k....a,.-:..m•:: m.:2=,.r.m:..=a..a=:f:..:..i�,...::..:.a...,::{::....._.:...L:m:==+.,....••• ..m-r:�l..w:.a�;.4.�,..,��,a..:--' ...:::.. GABLE GABLE SHALL BE 5'SEAhLE55,0.6.STYLE W/ALL I GAB T:I:'bl HIGH BLIND RELATED t REQUIRED AW55ORIE5. LEADERS FLA5FNN6 SHALL BE MIN.2"1021'6AII)i W/CLP5!TFIT-1-F Ili it vi III « 61_011 ANCHORS. CAULK!SEAL ALL JOINTS. PITCH �T �. O.H. O. -,-i rr �:�- =:.r- e:... GUTTERS MIN V8'lFf.PROVIDE P.VL. ..:.., .:.-. ..,. .:;: :1::_.. :.:::: - L — PORC.H BEYOND RECEPTORS 8'ABOVE GRADE TO RECEIVE __ ;_ �+-�' - �•-''-+-� BEYOND 2"1 ROOF a COVERED— _ - -,•+- IIIIf[ IIIIII _ o GOVT Ix8 FASCIA 5D. LEADERS(CLOSED CAP DES161•) z. 1 1 PORCH a ... - m O _ «M � ,� ,� IT EVEN ESD Gov.PORCH __� .a... ,i=- VINYL IT BIRD PL Hi -_- __ _._ _ _ _. GARAGE HT 6 PL HT BEYOND «- PL HTS OVER 50FF 27� _:_:: U e Azo 777 FRIEZE BD. - __-�_ III fill 111111 I I I O I I !M 1 i � 1 � 4 Tf ;i l WALL J-da 6ARA6E Iw 1 1 4 I ! BEYOND ui.: III Y O ' ^ i ! O O 4111 11 11 111 it I 4 4 .1._ I I = u J COLUMN 0 COVERED IIPORCH BEYOND II il f Oz iT,'Ili fill III III III !Ill I IIIIIIIIIIIII ] ][! I III fill Im I— rn V J I ! ; II ❑ HIST FLOOR LIVE FIRST FLOOR INE FIRST LIVE _.: .k._ww. Am .i. ....__.._................._.... FIRST LIVE u W I HOUR RATED EXTERIOR FIRST FLOOR LINE_-V ' M� BEARING WALL I I I AI.I I I I I Poll — A%EMBLY-SEE DETAIL: e I I e I I I I I � � I I I O 4'P.GONG.SLAB W W I I ( I I uFlx 55aff UWIN%MT FLOOR o == = = =1= = = = _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ --- _ _ — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ � c� C.�) 1 BREEZEWAY SECTION ° W O NTS. A 1 . 1 LEFT 5110E ELE\/ATI ON OR�EZEWAY 510E) -16HT 51DE ELEVATION L u) � U 3 6 = 1-0 3 6 — I-0 UNIT 123 UNIT 123 z U w MODEL A (LAUREL) MODEL A (LAUREL) C-) Z) O 0 RID6E5 TO ALI6N 10'-0'MIN. RID6F5 TO AL16H _ PJDQE _ RIDGE VENT - _ -.. IPLAW 12 tHO�RIZONTAL SIDING 55 � 12 E D � 12 HORIZONTAL q 6U TER5 t LEADERS q F t 65 �- 55 12 ALL 6UTTER5$LEAVER5 SHALL BE ZONTAL SIDING WHITE ALUMINUM 032'MTM.6AUM W TERS lij 00 6 17 vi SHALLR06E VENT - RELATED!REpI�0/ STYLE � 4 _.__. .x -r , '-,•�-� R-4=ice— !'L`='r-' la•ysi:-y:-I- - - -- - _ -•�°°'-' `- - tq RJ06E VERT SHALL BE MIN.2X3':DZP 6AU6E W CLIPS t - �.. 10 ._.)2 QC] N ANCHORS. CAU K t SEAL ALL JONT5. PITCHw. wna;6 MIN.U8'n PROVIDE P VL. _.._._.. ROSE VENT RECEPTOR5 8'ABOVE 6RADE TO RECEIVE III LEADER5(amED CAP DESI60. , ....:+=-'�12�±: _:W.I-.�_ aa�.®,.• .� , - , , I �.:.i,,,,�y, 014• � .y.^e.,_. ^`f-w 'r'••-'e* 8..*,•i.;. .i�r'*'L,� �-'•�r�+•.-�-.^1..:. -rM+•�„r•J:"... -.,.."'�'i"'.�-' ,�e•„L::,. .. 1 — -`CLERESTORY ��.� � ,,,,,. . 2 �GLERESTORY ` _ 12 �WALL ., .�,-L L ,� � WALL, 12 BEDROOM#3 BEYOND ' •�-'•�,-+' WALL BEYOND • L i-. ��� ..�I I-0 -i _.a•._.-•L :'a..K+.:..r::::.---i - _ ..s,•ate_=....+Qv:�..�:.G,-. ..eL:.._. .'•^2 A�.-�. :..•L—^=i=--' �. liras .-r..cy.r.a.,.i...— 1 , ROOF o GOYB2FD - - '•�•-F�,e„_. - PORGFI BEYOND OH. , .. Z Z Z Z Z Z O O O O O O "- Ix8 FASCIA W. 12 to cn cn in Fn �,:._,. _ :i-:rte.:- - .r�i.�: .. ... ......� iii .•s.1•:+:::y-L.,�.e.-.:i.�,ys,� ..•.P•,Lc� (+/)6 ui wR' uj uj u' w uj u' MSIR ESR PL HT gk ESRIGFST PL HT __.-- .: BEDROOM tt2 PL HT OH. ON. OH. o 6ARAQE M f N i t Imo. -_ „�„ ❑ I 8'AZEKIf I I Iii 1, - I FRIEZE 5D. =J —J IL ' �' MASTER BEDROOM - ' i i 4 4 WALL BEYOND Q 11 - = II Q Q Q COLUMN 0 COVERER COLum N 0 COVER® I I I I sARA6E LLI [^ FRONT PORCH BEYOND I I PORCH BEYOND GOL.UMN 0 COVERED 5� _ PORCH BEYOND II I I Q CD �I I i t I I I o Oco uj I I � II II Li 3 I1 II FIN. 15T FLOOR I FIN.IST FLOOR FIN. IST FLOOR — FIN. IST FLOOR Y ELEV= OI O• _—�........--.... . _ _ ._....._..__.._.._... ..... ELEI/= O'1 Q U EL_EV- O'-0' EL.EV= 0'-O' — — U w r1 W — — J Ix4 AI TRIM i ( ` --� I I Ix4 AZEK TRIM I I I I 0 II I I I Icf) o Ali I HOUR RA IwVEREv EXTERIOR 1 I I I �I I I I I rRONfi"CH BEYONDBEARINS-7 HALL � p w z -w� a I I ASSEMBLY- SEE DETAIL: ,� I I I ( I I I I I � w I I 2015 IRC-6242-17h ("h) ° w I I I I I I I I I I VI=NTIN6 5nTEM TERMINATION LOCATION: _ cn TI'F VENT TERMINAL OF,A DIRECT VENT APPLIANCE WITH AN I I I I I l I I I I I NPUT OF 10000 BTU PER HOAR MW OR LESS SHALL 13E UFIN.MW FLOOR— — — — _ — _IUFN.B5MT FLOOR LOCATED AT LEAST 6'MOM ANY ATR OPE1N6 INTO A PUT - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - -- - - - - - - - - �T - - - - � -- - - - -I- -- - - - - - - - - - - - - - - - - - - - - - - _ — _ — _ — _ — _—_ - - - -- - INSTALLED EE INATIONLEARABE_:AND ~ L _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ } BTU PER HOUR BUT NOT COVER 50OW BTU PER HOUR 5HALL BE Z m INSTALLED WITH A g INCH VENT TERMINATION CLEARANCE AND � W AN APPLIANCE WITH AN I INPUT OVER 50,000 BTU PER HOUR Z < < U CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR 4 HAVE AT LEAST A 12 NCH VENT TERMINATION INTAKE SHALL BE LOCATIID AT LEAST 12'ABOVE GRADE W " V O -RICHT 51DE ELEVATION (BREEZEWAY 510E) LEFT 51DE ELEVATION � ROBERT .11 3/16' = I-0 3 6 = I I-0 DWELLIN6 UNITS,WHER2E THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENIN615 LOGATED LESS THAN 24' Q (n = C� ABOVE THE FINISHED FLUOR AND 6REATER THAI ABOVE - %o m THE FINISHED 6RADE OR OTHER 5URFACE BELOW ON THE W i <EXTERIOR OF THE C� COMPLY WITH ONE OF DNON SHALLIME FOLLOHNrm c O �: y UNIT 124 UNIT 124 11 OPBNINff THAT WILL HIOT ALLOW A 4 INCH DIAMETER SPHERE (U 1 TO PASS THROUGH THE(OPENN6 N ITS LAR6E5T OPENED POSITION. PPRPVBNTION DEVICES THAT COMPLY WITH ASTM F 2Og0 ❑ I ZV 'W MODEL A 1 - 15 (HOLLY) MODEL A 1 - 15 (HOLLY) (TFE WINDOW OPENING GCRNTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO ....... .. ........................................ RILLY OPEN,SHALL NOT'REDUCE THE NET CLEAR OPENING JOMBER AREA OF THE WINDOW URNT TO LESS THAN 51QUARE SFEET. w2016023 UNITS 123 (MODEL A DUET CLUSTER = SHEET NUMBER & 124 (MODEL Al - I 5 ELEVATIONS Z W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H z W E j o U ai O Q Z y O fu A B F' =3u) 2 G A-6 A-b A AI-6 Alii a No N �- Z _ 54'2" ZU n 5454l-.2' AI.I O < O 124 u 00 N 52'-2' ` , cM 52'2' 2-0• AI c rrLLnn � 14'-10' M'-8• 13'2' V LINE OF REAR CHS WALL 0 UNIT LRE OF REAR CHEEK a 121-b• 15'-4' q'-8" 14'-b" WALL 0(NIT IB 5'-2' 4'-4'M.O. 5'-4' TYPICAL PORCH 5008 •4'PL.5008(HK3500 P51 GONG) (j � V-2- •�IFORCM MATH 6x6,10/10 KKK FDI 1'-0' I'-2' TMP t FILL TO Cm DENSITY 5'-2' 4'-4"MD. FDI 4'HVE JOIST SEAT.TA.SEAT 2 v ELEV= 4 Z u�i 8• t T'O' 8. T,-0.m 6• 8• -0. O OWINDOW _ - - z 2 eJ a� - -_ _.. - h- `fl 2 .o r0. � EGRESS - WINDOW = 2X10 P.T. _ - , :,�... FDI - l�1 b `4 0 2x12 FLOOR JOISTS II Z 6, Tr • _ _ _ _ ", - 0 Ib'OL .TYPICALPORC.H�51�, � � O o � 1D _. _...._ _ - 4'WIDE J I v T-0" e" 7'-0' �' '-0" 4 O ' RHMFOR HATH 6xb,IOAO WWM ___ _ - - T p _ JOIST SEAT. 2k 10' o DIRECT VENT HEATING EQUIP. U • = _ _- - •TMP t FILL TO q5%DENSITY - ::.___: ;a - -.- -_.... I °� (C TD.SEAT ELEV=(-)I'1�' 51AB SEAT APPL IAKE rJ FARAwrE APPLIANCe _ - I -- - -- SHALL BE o - (Z)2X10 P.T. (`.. I ( ! I I - I EYP.BEAM POCKET WRAP INSTALLED 4 ur4PRo THE O 10" 10'8• - 1'-0" 15'-10' b" "' 10" W 1 ., t- -1 ENDS OF GDR W/AU1MIWhl AT - - _ - V GOM7BuSnEILE MATERIALS AS LL Ln 0 FLOOR 10' I ! ! ( ! POCKET OR PROVIDE I/2'AIR 4 4 4 4 INDICATED ON n�APPU ER5 � - - _ - - 2x12 O0 1b, JOISTS ! ( I ( I $I �I AND IAUAn�I If�n 1Gn0P5 �/� 2x12 FLOOR J015 _ II G l 1 I SPACE ALL SIDES o J r 2k b 10' q'6' 13'-0' 16'-8" II'4' 10' Z II o Ib'OL. -� ' ° 5008 SEAT _ 4'WIDE J015T SEAT. - ❑ I " 1 I TA.SEAT EJ'V=(-)I'-I�' - -r J I r 12'PL.FOUI�ATION 4 II 4' 5'-10' 4'-q" �I I I �FV =- ' `T WITH DAMPROOFI%ONPROVIDE FRESH AIRSEAT TA.SEAT I I I \ / I i 1 I J - 24k 12'PL.FOOTING �I ry INTAKE TO Iii CODE WLH EQUIP L N I rT , II : ETV=(-)r-I�' f \ I - TMP. POCKET HW E05 OF I I 2x12 FLOOR JOISTS - I I I 2x12 FLOOR JOISTS r _ w DIRECT VENT HFATIN6 EQIAP. I f q ^ 12X12 FLOOR JOI T5 I 0 I6 OL. �+ I GDR AWMINUM AT POCKET OR o 12'OL. ALL EXPO`AJHOT +� APPA IAIY,F fl FARAIY.F APPA IANGES FDI ���FRESFG A � � I ! , 0 Ib'O I 11 ( I T�f14B!-DTIC TO BE � PROM 1/2 AIR SPACE ALL SIDES 11 -; I I , / \ I I i oN Lok Sok 12'LDP PG I I ( r - 1 INSUATED AsrER LOCAL SHALL BE INSTALLED WITH 11 INTAKE TO MEGH IP I _ I f( ! ! 3�"DIA STEEL COLUMN III I I GOMBUS?1BLE MATERIafARAW15 FROM ALS TI� PER CODE FT6 NDN) r INDTGATEv ON THE APPLIANCE LABEL ALL EXPOSED HOT WATER AND IN THE MANIFAMIRER5 PIPING t OX75 T BE ! 'f �I I I J 4 10- - r q'-0' 14'-0' - IS'-8' L J ! I ! LJ INSTALLATION INSTMTIONS. INSULATED AS PER LOGAL � I NIU COpE 61-41 3'-10" b'q'`r I I \ / I DASFffD LINE INDICATES 4 r L '_J_ ._•- TYPICAL BA5EMENT SLAB 1IL I. FIRST BOOR WALLS ABOVE •4•PL.SLAB MIN.2500 P51 GONG) ( �, _ - w � �}�l ! 4 I I I Ir 4 ! 4 lo' FDI DASF�CIN�Ii�91GATE5 �POLYETFHRE VAPOR -�v WTM D A R46 ON 02 ' .._ I 1 .. BAM Io IX�e' _Y'I I 17'4• r i 1 1 \ 9'b' 13'-0' — L J — — _ IUNIFOFUA GRAD A STONE E A =a lI p l FIR`3fFLO*wAL�s '�y! •4•corPAc,>�6RAva BA6E cr p " ( Id'PL r -TDri (i ~ 2x12 JOI T5 2x12 FLOOR J015T5 L 12 FLOOR JOISTS 2x12 FLOOR JOISTS N - J L _ = - JAI�pVE ( - - �I U) 016"OL. 0 Ib•OL. - Ib'OL. 0 I6'OL. r (� - x MAX 512E A66RfSAlE oF14'- L I �.. Q I__.. _ /�, I " COMPACT TO 45%VEN55 M) 4 (2)3}'XIIJ'L�FLUSH GDR L J (2)3)AI?WL FLUSH GDR 4'hGDE\JD JOIST � I I v� � tn4FIN15HED BASEMENT r � f o ?C LINDER IN6.rJALL.E BQ�(E i uNDBR BEARING wnLL neavE - - I I - •(R rd)u 0 ca L SPRAY FOAM L I I "••// e-0 cEIUNG Hr. L J .r - =___ - SEAT.TD.SEAT ,� x tl ° / q' S° - 13-7 E EV-(-)I'I�' I L ._ _ (2)2X12 FLUSIi LVL GDR__ _ - WALL5-FUl HT OR DRAPED BLANI 2X-T2�� -�-- 10j.� t! I J 15-8 - ti / _ - 10 _ r 1 r 1 ISI1L ALONG 6151D8 FAGS OF FRO. - WMATION — Y — 4•WIDE JOIST DIA 51E$COLUMN r i J � �� L J, /�' - -L J "ALL E*05W HOT WATER PPP I - -0 SEAT.TA.SEAT ON 30k 30k 12'DP PG / 2'_0• 10' q'-0' 10'-4 o AND/OR HEAT M DUGT5 TO BE r- FT6 NDN) L J 7 4 WIDE JOIST -- -- - 3 R SILATE D A5 PER NYS.GODS. — SEAT.TD.SEAT T I 2x12 00R JOISTS 13EV= )i'-1'. -- `P I IL w OL. "- -3'-4� -" 9 5'-q• I uri v TYPICAL BASEMENT SLAB POST -I f - cp Zxl2 FLOOR J01 �5 - I I (�% I _ - 0 4 STUD5 WITH ! Q L o Ib'OL. c, •4'PL.SLAB(MN 2500 P51 GONG) o ff FDI � — —6 •^• --I — _1_.— r , •006 ME_POLYETFELAE VAPOR b'-I' 4" 3'-4" �3' \ l 8' — _ - y-0• ! I / I ( ``= ? SSILL PLATES r I -1 - 1-,•_ L J • TED6RAVELBA E 7) •BAIMIER xl i`A b ! _- _._ _ ._ _ _..-- --- - _ _. °' 51005 o I6` FDI I I liMiFORlLY 6R/1DED 5701E YV A r , I 1 HD 1 L.EYP. L MAX 512E A66FECATE OF)5'- - r `� ' I I b'PL.FOUNDATION WALL F- 7 \ - 1 coMPAGr To qs%D@511Y) L 1 , �'T5 I `* -1 I 4 1 WITH DAMPROOFIN6 oN TDA�_ 2x12 FLOOR JOISTS ry Z U I f I MINA B& - I 16•x b"DP P.G.FOOTING 4 °'� I 12'PL.FOUNDATION W a •9'-0'GEB IN6 NT. - I FDI l P 12R 4-HOE JOIST ! ?0 cp •OR-13)I CBL 5PRAY FOAM - - - - - - - - I 2'PT.FURRING STRIPS 48i WAIJ WITH g 4 SEAT.TD.SEAT � _ - - - h:22--o. WITH 2'STYROFOAM n ®5p 24,xAM'R.00FIN6 oN FD181511L ALONG MOE FAGS OF RO. I `� u, u, ��wnus > L Hr oR DRAPED BLA1xEr b - - - TDJ L ELEV.= b'P G.FOUNDATION WALL 0 � 20'-l0" HATH 2 it=10) IP 4' lo' O TNA ATION D - - - 01-p• WITH DAMPROOFIN6 ON -0 4" q' rarnN6ALL Ems. D HOT HATH¢PIPN6 P.T.STLV5 p = Ibk b'DP P.G.FOO N6 ;rvA147A7R HEATING DUCTS TO BE WI 3 5/25�-13) - 2 8• , , 8• 4 915UATED A5 PER N.Ys.GODS. B TT5 AND 51005 u� 1 #5 CORNER REBARS W/ 4-0 - L J f3L2x12 FJ 0 b'OL.IMP. r CORNER W/ 4'-O` I 5 LE6s 0 MIDPOINT Or- #5 HD o= - 4 N 2x12 FLOOR Jol5T5 LE65 o MIDPOI OF FDI FOUNDATION WALL d I-6 FOUNDATION t I'-b' ! n I FROM TOP d BOTTTOM. I - 2k 10' ° T;+ - -_IIIb OL.- - - 2x12 FLOOR J01 T5 I 2x12 FLOOR 575 1� - FROM TOP d MOM. I I I - tl-Il I i� 2X6 FLV5H WITH TOP ( SLAB 5E T ry T HD I 01610 L I - - - _ 10" 11'-l0"u� I'4' 8'-1' 4- I UP 12R I I ( OF FJ 0 12'OC. I N Q1 ,n i 2'PT.FURRING TRIPS •4•PL. MIN PSI GAY) �� = J q" 3'-8'in 1 Q WITH 2 5 AM 1 wnT TOAO HWM ! it 8` ( -0' 8' b' ' 8' b' ' 8' 4'WIDE JOIST r I III(R=10) I TAMP t TO q5%DE 5V I UNE)CGAVAIHO TYPICAL SEAT.TD.SEA = ° I 6ARAOE 5 A13 � ETV=(-H'-I�' - _ - _ I UNEXCAVATED TYPICAL N ( I •4'PL.SLAB(FLK 3500 FSI GONG) I O I'$' I$' TYPIC CH SI AR UJ 6ARAfiE SLAB a I I RERFORGED HITH 6x6,10/10 HWM. TJ I •4'PL.SLAB MIN.3500 F51 GONG) H ri o 7 ri — •4'PL.SLAB MEL 3500 PSI GONG) Q •TAMP t F61 TO C5%DENSITY I Q N N N 00 - O REIWORGED HITH bxb,IOAO HWM O •SLOPE 0151-08 DOYN 2' a i0 REIFORC.ED PITH 6xb,IOAO KKM. 0,i M 00 014 2x12 FT OOR JOISTS `� �' O g 1YPIGAL PORCH - 2k 10' I 4 . ( ( I — •TAMP t FILL TO q5%DENSITY o A o ib'O J t! 1,-0, B • - TAMP t 19LL TO q5%PEN51TY FDI i TOWARDS 6ARASE DOOR - 10' 3'-10" 5'�i' 3'-10' SLAB MIN 3500 n'-0= SLAB SEAT •l OWARDS 6ARAEE DOOR 5LOPI!&ARASE SLAB DOM 2' p I 0 4 PSI CMJ RENFOWEV bxb to �n 2X6 FLUSH I '^ 1 G ! I G o b A b ( TOP of WALL I Ali FDI •TMP t FILL TO q5% WITH TOP OF Y _ __. _ ._...... .... _... DENSITY FJ 0 12'Or- DN=-- HD• 20'-10" HP fu 8, I J r. CN _ _-- - - HD _o • HD ;� � ;, I 3 3 m 4'WIDE JOIST b" b m _ I 4 FDI FDI 4 O O O O O O SEAT.TD.SEAT FDI AB AB L J 2'-2" V-0'MD. V-10' 8'-0'MA. 2'-2' 2'-2" 4'-b' 8' 4'-6- 2'2" <n l4 cn (n cA (n 4 3 AB AB • AS wwwww � Q FDI 3 22'-2' 5'-0' 14'-0' 13'-0' \-LINE OF FRONT GARAGE WALL 0 UNIT 124 � 1.ENERGY CODE STANDARD:PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS FDI 0 EY APPLY TO ENERGY OODE ARE BEING I'-8" 8'-0"MD. 11-6' I'-5' w-O'MD. I'-T' N 2.ALL WITH THE 2015 ITIQENA7IONAL ENERGY 2' o CONSERVATION CRETRUCTION CODE THE AUINOIM HIVING JURISDICTION SHALL BE N PERMITTED TO DETERMINE AN ENERGY EFFICIENCY'PROGRAM TD EXCEED THE ENERGY 3'-10' 7'2' 3'10 II'-2' II'-0' UMENCY REQUIRED BY THIS CODE Is 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL N THE SPACE WHERE THE FURNACE 5 LOCATED. CERTIFICATE SHALL COMPLY 14'-10• 17'2' 22'2' A$ A-b I- WTiH IRC N1101.14. 1 4.AIDC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL Z EQUIVALENT TO THE NSLM110N ON THE SURROUNDING SURFACES. W 5.INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE �2" D-0'BR�^IAY w � C0 MAIM IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE RE:QURED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL O m COMPONENTS AND VERIFY COMPLIANCE. w � 0 6.TESTING-BUNTING OR DWMJNG UNIT SHALL BE TOM AND VERIFIED HAVING LESS - W U �Lj 120'-4'OVERALL � O Y THAN OR EQUAL TO 3 ACH50 IN CZ4A,5,6A TESTING SHALL BE CONDUCTED BY AN �� = Q APPROVED THIRD PARTY. 7.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE NSUIJITED TO A MINIMUM z U OF R-8 AT X OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3'IN A G 1 DIAMETER. AI-6 AI-6 AI.I co �? 6A DUCTS SEALING-DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEATED. W 8.DUCTS TESTING-DUCTS SHALL BE PRESSURE TESTED TD DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARA'. 9.MUM CAVTTIES SHALL NOT BE USED AS DUCTS OR PIEMEMS. 101LECHMIICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105F DEGREES OR UNIT 124DEGREES UNIT 123 WITH R-3 MINIMUM. U H O CD H 11. MECHANICAL VENTILATION SHI MEET THE REQUIREMENTS OF THE IRC/IMC C) m ,21QDIPMFNi STRING_PER ACOA MANUAL S.BASED ON LOAD CALCULATED PER ADCA MODEL A 1 - 15 (HOLLY) MODEL A (LAUREL) w MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. z Q Q Q 131JGHTM-A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXRIRES MUST HAVE (� p cUq HIGH-EFFICIENCYLOPS. FOUNDATION PLAN FOUNDATION PLAN w \5Fo... .. 14.ALL HVAC,PLUMBING AND ElECIRR,AL SYSTEMS SHALL MELT THE IRC CHAPTER 11 ENERGY EFFICIENCY,INTERNATIONAL MEOWWAL CODE,AND INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONIRACTOR 3/16"=1 -O" R F TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF 3/16"=P-0" ' '9 THE MECHANICAL,AIR CDN XTIONNG,VENTILATION,HEATING SYSTEMS(NEW,EXISTING OR y UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR < 111 I BUILDING DEPARTMENT. --i L 15ADDMONS,ALTERATIONS OR RENOVATIONS: SHALL.COMPLY WITH(ECC 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE 16JANIMUM ONE PROGRAM VM THERMOSTAT SHALL BE PROVIDED FOR EACH 8 O �A�HSS AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 fir° /VOW Y O�� 17ALL EXTERIOR WN.L/F000R/CEILING JOISTS SHAD.BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE IDP AND BOTTOM PLATE IMMEDIATELY PRIOR TO NSIALNG INTERIOR GYPSUM WALL BOARD. JO ()MBER w2016023 AB DENOTES: HVFG� +T�MANS s To ee PROMO®Br HT3t5 RATM 6ENERAL GONTRAGTOR5 AND SUBCONTRACTORS TO REVIEW Q SHEET NUMBER DIA ANCHOR BOLT USED AS HOLD DOWN HD= �� THESE G:ONSTRUG,TON DOCUMENTS UPON RECEIPT FROM UNITS 123 (MODEL A) DUET CLUSTER NofE HVAC caurR�craR SHNL MULTIPLE(LVL GIRDER GONNEGTIONS: _ SE'_DETAIL 6/21'SHAT CH •COMPLY W NAN1N.5' FOR ALL(MULTIPLE LVL 61IRDER5,LAG BOLT ARCI ITEGT AND REPORT ANY AND ALL D15GREPANGIE5 LL SIM DENOTES: •KA SIRING alma Iles -V FEAT t X OOL1Ne3ISi1ATE%(512E S 50 Nor EffOFM xrAnoHsJ p ARCHIINGLTECT ANY CORN ZONAL GONFLIGTS,IMMEDIATELY TO FOUNDATION PLAN Z 51N P SON HDU HOLD DOV�1ri I V 04)#'SD5 SGRB Yi •MIANML 5'AND WANIAL v'GARIAHCE G13ZTfFIGATB SHALL BE SUBMITIBD BEFo1z£X/015fU®. ANISTRONS5BOLT5 O TOC-ETHER 1^U I/2 BOLTS® 2-0O.G.,2 MIN, ARGHI,EGT FOR GORREGTIVE MEASURES PRIOR TO 124 (MODEL Al - 15 ) sARPSE`'� FROM TOP I BOTTOM, 4 MIN. 4"FROM EN05 CONSTRUCTION.DO NOT 5GALE DRAWIN65.011vMION5 SHALL U) A2w 5�DETAIL'Iq'/SFT DI MANMd'J'HVAC LVAD X ALUILAT1O151 ROv1D�BY IBZ<i RATHL BE CALCULATED AND NEVER 5GALED UNLESS OTHERWISE NOTED. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED rA H z w E A B Z A{i A-b U 54'2• O � � Y AI-6 AJ-61 2'-0' 52'-2' p 3 AI.I 15'-0' 13'-0" U +�-+L 00' c` 05 Z) 52'72' 1r- p`N 5'-0" 4'-b' T'-4" T'-4' b.-b. b'-b' c/) !E in tn�Z _ z 12'_4• 15'-b" 9'6' 14'-8' O L- Xu) 6 M 10'SQUARE HBE6 PERMA CAST U Q C) COLUMN 046382 NU SQUARE bxb P.T.POST H1H SIMP5ON = 1- N co 6'-2' 6'-2' 2'T' 2'-T' S'6' 2'-T' 2'-?' 5'-0' 4'b' l'4' T'4' FLAT GAP 4 BASE(OR EQUAL) BG523/6 POST GAP ANCHOR/ ❑ -CORNER C.OIJIMN TO BE C) M LINE OF REAR PORCH 0 UNIT 123 SIMPSON L Ca P 6) BASE LIE OF REAR PORCH 0 UNIT I (�301 � PROVIDED W/SPLIT KIT (TVP-ALL GOLII4IS) w M_ " (3)3016 IT-0O'PORCH WIDTH ff nn (2) DH 0 b TR V CL 10'SQII HB16 CAST ) 0) DH (3) DH COLUMN 382 SQUARE bxb .T.1�75T WITH — — — _ _ — FLAT rJP< BASE OR EGIUAL) 5H SON 86523/6 P05T = - _— N - GOLUh1fJ O BE GAP ANCHOR 1 SIPP' N — Ia 12 PROM W/SPLI KIT POST BASE(rYP- DA. (3)2X8 P.T.GIRDER SET SI 4 E _ ALL ) LINE OF SECOND `� 19 12 f9 I FLUSH MV 2x12 61RDEZ:i SIDES �— DI 19 Q '^ II'-001 SOFFIT `r — _ 2x1 6NRv� FLOOR ABOVE w Dl Ir Ir I ' 5- COVERED PORCH 2— r 7C Z 0 111! FJ (3)2 2 DH (4)2X6 a r 1 r — — -I r — -i a� 12 (3) Ib TR I FIL r- I I ) POST 0) Ib TR I L — — 1� — I 4 9016 TR - 12 W HT 19 e — @ 0 0 q'-6'HD HT 5Y6k 14•LVL HDR I B W Iq D1 (4)2X6 DI r 4 i 18'SL.-bobo FW6-18'5L. V o Ol 10 `r W (3) DH DI ry _ L — — — J Tv b l'�i' T'b• 6" 2568 G.J.0 Ib'O.G. �) P05T I F DI r ,r -I r 1 in I - (a)2k12'HUSH GIRDED II'-0'GQLIN6 F_ 7F- -IF- - zk12•Pr.S.B.a tt of Ila w ' L — — J L — — J L — �° I HD (3)2XE 2'-0• _ I 02blb TR v) i� L_ — —IL_ "� L_ — J I� vAu,t�cELIN6 — — _ I I F3 IIt=:6wII J' m r 0 r- — — _ — — —z— 5B. I6•oc.— DINING riq WG l 2'-0' �� i I (2)2�DHS p 0 5Y4k 14'LVL HDR I VERED PORCH 4 I I DI m _ SY,k 14'LVL HDR Q m L J ®� II'-0'GEILM6ri I L — J I� - - - J I_ m 10 JOISTS 0 Ib' L. 6 �t r r , (3)2X12 FLUSH GDR 4 6' 'T3H I 2 6'EJ(T.WN15 I r — — — —71b i� (212016 TR iv I I I o o S Y4 x14 LVL GIRDER (4) , I I U BE_CONTINUOUS G) _ (2)2blb TR I F- IP-4" b T UP"R LFILLFILif 2'-0' I 10'-0'GEIL y L J 2016 TR (� vH L 6'I 9'-0' b' I 13'-8' I I 4' 2'-0" 13'-8' P05T 0 ETD5 D,O, b' O 0 a'-0'1D Flr I 12'-0'STEP GE INS I � (3)2k b' ) kl0'HDR (2)2850 DH Fut Hr STIRS 2k10'NIGH G J . zo5o DH ) n' I 12'-0'STEP GEEING I m LIVING AREA cnl BREAKFAST AREA ra SIDE of All DOOF5 o F__ I b i w vOm O"N6s ®� wG ? 141 TER N 4 MASTER BEDROOM I n NOTE Exr oR wA1�, vl z m I) o I I I u, 6` q'-0" b' I 13 b ( 6' PTN BfN ROOM �,� I I TO BE FRONTED CONTINUOUS I 3'-0' 3'-i" 2'-0' b'ON nB ❑ L 2'-0" 2klo'HIEN PP40VVE 0)n 6m c J.0 16'OL. ! 2'-0' L - 1 4'-0' LINE OF SEGOND TFORM 6L PRTN O , I I TO U'PB2 GEILM6 (4)2X6 — — 2X10 FJ FLOOR ABOVE I Q 4 k a I I rz_ ca num FULL Hr 5TUD5 AULTi3D II'-0' c� r TW1 0 100;C55FE 0 EA 5IDEOF ALL DOORS ILIN6 CHEW&POST 12'-0'Sf13'GEIL146I' P , t , 25W H16H G.J.0 Ib•OL. /w10OW OPBCN95 K 2'-0' 3' " 3 ' 12'-10• °) x MASTER BEDROOM I I I PRE FAB FIREPLACE a �2J 25az• _ 1RDER J PRE-FAB ' BATHROOM_ N bO r� -0• 4 6� 2' " 6'-l0" 0 4' ®50 I TEMP 6L DR5 I� - r 3016 TR FIREPLACE P 2540•Fl.15H 61 P05T ABOVE L� I 4� m I— -12I25c12�15H f�BD�_ — r RATS®HEARTH ( 3042 DH TEMP 6L DR5 ABOvE < I P I I IO �� I (?)2k12' I I a� I I 2016 TR 4 m I I2k8'G 0 16'OL. N RAISED HEARTH `° I J015T5 0 OL. }� f- p .r — — — VAULTED CEILING ;p I J ® _ T I I I o I �9 v DOISILS 6" 1 4' L 5 — — — 4� J 'x 20r�0 DN 'v 2xi2 FLOOR JOISTS GREAT ROOM : GEIu 4 1- 3016 TR r I I I I TEMPERED GLASS PTN 4 e I6'O.C. KITGHE I g w IL a'-0ND Hr 12'-0'STEP COL I I ib I I ON TUB PLATFORM acl FLOOR J01515 0 OL. I Q 2'-0' b• 6'-b' 4' 2'4" 4 v 10'4" 3'-b' a 15'-4" I "' 12'-4" 3036 DH I _ KITG EN I n IDR _ (4)2•b' LIVING AREA {� o' a-0• q-0'cEILaN6 b p L_ ry IIx I I 31'Xa�"LVL �s (2)2X10 FJ _� q'-0'SOFFIT SIW_ST GANT1 I - - �T 4 . DN 14R I : S J m ;r (3J a.X 11?LVL ,� c3 r h IS'4' FLUSH BOX 4" 3'-8" ,} Ib oc.OZ? V i'-10' 4• 5'-b' 6 5 TIE OV1315T p I ry — o _/ ❑ � O/ m j a' SOFFlrceu. X 4 n OHU61 P D q,O �:) GANTL FLUSH OPT. 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BATTS - - 4" 5'-5" 10'6' I 5'-5' b' 3'8' I' 13'-10' 4' D'-0• b' v LINE OF 19 UP 2016 TR :r FLOOR 4' II 21'-6* 6' 3R 5080 2016 TR U 20 q1-01 Ho HT050 DH r -I 2866 fN 45 MIN.SDR- ABOVE D1 4"P WZEEZI Y ) I I b'R-Iq7E , 2 5 n Va•L -° FM OPT. 1 � r 1 e a��i�In Q 4" 6' 4" 15'-4" RATED W/SELF BAITS ;fl � 0 19 A4 L_ _J GL051N6 DEVIGE 2542'G.1 I I N I I I I r 01 Q (3)2k10'GDR L_J Iq DI o Ib'of,. - - - �I S� (B)13/4k18'LVL flJU..IN I - �l 14R TWO GAR 6A - m FOYER UP F 4•PL.51AB NTH b,IO ca+W 10• ARE H546 P05T 0�y �L/ Ir o J ( : COVERED PORCH I L_ — H L_ I (4)zxt 4 Y 6/21 3R I TWO GAR GARAGE II REIFORC®WTH bxb,lOn NlIM 5' S� I Q I _ ki SLOPE 6ARA6E SLAB 2' I 4 PL.SLAB MK MOO P51 1 12'-0'HIGH Y GEEING DI v� TOWARDS 6ARA6E DOOR GAS 2 W/ GOIICJ IRBiFORGE D HTH bxb, IIA 4' 2'q" I 14'-0" '^ y I I POST a B1D5 `I '•TYPE 9P 6YP ED ON 5QI1 T GAP BASE(OR 2x6 I- -• •-� BEDROOM 2 :r k II T/8 VL o EAU - TO 0 I6'O I I lOn�6ARA6E SLAB DOW 5 ` o�"us+• ' b 2M DH I it # 1212X6 0 ° WALL51 CALIN6 0 �}'7YPE'X'GYP BD ON OF v n BE W/ IT KIT m lI I .2�'•rmEr�6AR� R I I m LN 0 7 (3)2Xa P.T.61 SET TOP 2016 TR b, ON 80 EXT I I (V Q eARAMAGE GONION To �'71 •x GYP BD ON MT I I — — — — — — — — SQUARE FLAT C /BASE(oR p W � 00 B 0 16 THD 11T 4" b' 1_4�4 4' 4. (TEMPERED) zy CAST COLUMN 362 W/ � I- ri o ri 17 - 11'6" 2'-0" IT'2 21'-6• I I 3080 IN5t)L DR w EGIUAL)- COLUMN TO Q N N r N co 2050 DH . O 2050 OF LIYRK SPADE COITION 1 AI 6 l- J b GL I 5 �D HT COVERED a 0'T-0'FD Ht I wAus TO 6AIRA6E I (2)18'S1 16FTf5 BE PROVIDED wr IT KIT D r N M 00 N bxb MPSON PORCH �6 R ) iy A b I I I I w A-b BBC523/b POST T GAP IAN-+M 1 (3)2DIO TR 1 N I HD 0 I P — — — I I ( 0 OH DRI ° 8010 OH DRI DI " ms s) BASE (3)' • DH �`3)2X1 _ _ 0/21 e e — — — — IND DI Dnl CONTINUOUS )13/4 14'LVL NOR—/ _ 8010 OH DR :D 4 DI LINE OF FRONT Q r DI I SQUARE HB�6 DERMA C T n 19 (2) 01R ca"046382 W/SQUARE I 6ARA6E WALL a 1 3/456 9 V2'LVL I 8070 DI 2'2' b'-0"TIAL I'-10" 8'-0'RIO. 2'2' S'-0' T'-0' T'-0• I'-b" 10'-0" I'6' 0 UNIT 124 4 (� �28 50� F T GAP! BASE OR EGU � � I _ - — Pf IDED W/SPLIT KIT - I 1'MIER CAI W TO BE (3)13/4k 91/2•LVL 19 Iq 0/21 19 0/21 Q 0/21 DI 22'-2' Iq'-0' 13'-0' io Fn FD io Fn uD O O O O O O D����N N®� ���� w w w W w W FRONT WALL a DI DI 6ARA6E DI DI DI w PY w w w IY 3'-T' 3'-T' 2',4• 6'-4' 6'-4' 2'-4" I'-8" 8'-0''R.O. I'�i' I'-5" b'-0'12.0. I'-T WALL DATING- I IIID. FINISH DATING -23 MIN. 3'-10• T'2' 3'-l0" n'-r u'-r 1f'-0• o I HOAR RATED EXTERIOR Lo A-6 A b BEARIN6 WALL A55iEMBLY- SEE DETAIL: 14'-10' n'2' 2Z-2' 54'-2- 12'-0"BREEZEYJAY _ ...a .+ z ' FIRE SIDE OJ �/ o AI-b Al-b AL1 L2' j Y HORIZONTAL SECTION o 0 6i = Q UNIT 124 UNIT 123 o U 0-4 Q I,HDOD STUDS-NOM 2 BY 4 IN.5PA6ED 16 IN.Or.HTH THO 2 BY 4 IN.TOP AND ONE 2 BY 4 IN.BOTTOM PLATES.STUDS W �{ MODEL Al - 15 (HOLLY) MODEL A (LAUREL) CCWA FRED SBR IN WOOD HE STUM,T PAVE 5FIEAT}NN6(ITEM 5).HIEN MIMII32AL MMD FlXIA LOV.S0(1TE1 FF ARE CONSIDERED AS BRAGM6 FOR THE SILOS,THE LOAD f5 RESTRIGIED TO TbIS OF ALLOWAIBLE AXIAL LOAD.WA115 L9•f6GTIVfiY FIRE STOPPED AT TOP AND BOTTOM OF WALL. ❑ 2 9rP_iI4 WAW-ANY CLASSIFIED 5/b IN.THICK,4 FT NIDE,APPLIED VERTICALLY AW NAILED TO STUDS AND BEARING f'1A1E5 T /1 IN.OG HTH 6D GB i W-COATED MIS,I--'i/6 IN.LANG HTH V4 IN DIM HEAD. V J = 3..101415 AND NALLFF"-(NOT SHOW-HALLBOARD JOINTS COVERED HTH TAPE NO JOINT COMPOUND.NAIL HEADS GOVERH7 FIRST FLOOR PLAN FIRST FLOOR PLAN HTH JOINT COMPOUND. 4.BUTTS AND MANIMSP-MINERAL FIBER OR 6LA55 FIBER INSULATION,3-5/a IN.THIM P FIT TO FILL WALL CAVITIES CD 3/16"=1'-0" LIVING AREA= 1,6 1C JG. FT. 3/15"=1' o" LIVING AREA= 1,62E 50. FT. WAATIONBETWEEN S O BEEFFAcCED TES ALUUMINUMUMNERAL FF�OIL OR MAFT PAi�AM TO HAVEUNFACED AND n N�DER6111Y OF O RCIP ON R C6LA%FIBER 7 ^ m GARAGE AREA= 456 �. FT. C7ARA6E AREA= 442 50. FT. 5s.MODINSULATD 5flNllcWAL PANEL 91EATHIM-MIN 1nb IN.THICK,4 FT HOE HOOD STRUCTURAL PAWLS MIN GRADE'G-D'OR'5fEATHINB'. COVERED PORCH AREA= 2�6 5Q. FT. COVERED PORCH AREA= 281 5Q. FT. INSTALLED WITH LONG DINBI510N OF SHEET(STRE 6TH AM)OR FACE 6RAIN OF PLYWOCOD PARALLEL WITH OR PERPENDICULAR TO z Q 5TUD5.VERTICAL JOINTS CENTERED ON 51005.HORIZONTAL JOINTS BALKED MTN NOM 21 BY 4 IL WOOD 81.00.KIN6.ATTACHED TO (� o o IVn STM5 ON EXTERIOR SIDE OF WALL WITH 6D GEMBNT COATED BOX NAILS SPA6ED b 14.OPG AT PERIiETE2 OF PANGS AMD 12 IL OG — .............. ALONG INTERIOR 51105. b E) IRIOR FACINGS-INSTALLED M ACCORDANCE HTH THE MANUFACTURER'S INSTALLATION IN5TFZTiON5.ONE OF THE FOLLOWIN6 w T ER EXTERIOR FACII65 6 TO BE APPLIED OVER THE SIFATMHN6, G.WOOD STRUCTURAL PANEL.OR LAP SDIN6-APA RATED 510146,EXTERIOR,PLYWOOD),05B OR COMPOSITE PANES WITH VENEER 2015 IRG-R3122.1 Y BRUSHED,6ROOVED AND LAP 51DIN6. Q m IN DMIN5 UNITS,WFC THE TOP OF THE SILL OF AN OPERABLE ENDOW OPENIN615 FADES AND STRllG1URAL WOOD GORE PER P5 I tXt APA STANDARD PRP-b8,INGLUDIN6'TEXNRED,R0116FI SAWN MEDIUM DE?EiITY LOCATED LESS THAN 24'ABOVE THE FIMI5HED FLOOR AND 6REATH2 THAN T2'ABOVE THE W *• �4' n { OPPERFINI�ABLE HMDOW 6RADE OR�COMPLY HTH�SURFACE BELON OF THE FOU.OHN6,F THE BUILDING,THE y Zm NOTE: WOOD SPECIFIED IN UL RATED DESIGNS ARE MINIMUN4 51715.L>�R68?DIMENSIONAL = --� < •OPEllN66 THAT WILL NOT ALLOW A 4 ACEI DIAMETER SPHETE TO PA%THROU6N TFE STUDS CAN 6E SUBSTITUTED. MULTIPLE LVL GIRDER GONNEGTIONS: OPEUN614 ns I AR6E5T OPENED POSITION. NOTEy": FAIL I�REVENnoN DEVICES THAT ca PLY w1T1N ASTM F logo NOTE: UL#"356 15 IN COMPLIANCE WITH FIRE=RE5I5TIVE�RA1f11465 AN51NL A5 PER 8302 FOR ALL MULTIPLE LVL 6IRDER5,LA6 BOLT I ALL DRYERS To BE VEITED ME HNDOW OPENIl6 CONTROL DEVICE AFTER OPERATION To RELEASE THE CONTROL TOGETHER W/ I/2" BOLTS® 2'-0° O.G. 2" MIN TO OUTSIDE AIR PER CODE (DEVICE ALLOHN6 THE HNDoH TO FULLY OPEN,SWILL NOT REDUCE TME NET CLEAR ONE HOUR RATED EXTERIOR ❑ I I/F w Y 0 1 ' + ALL wA�TO IEE OPENING AIZFA OF TIE ENDOW UNIT TO LE56 THAN 57 SQUARE FEET. WALL RESISTIVE ASSEMBLY JO UMBER FROM TOP d BOTTOM, d MIN. 4" FROM ENDS PRavIDED HTH DRAM PANS NTS. i A- 3- 2016023 GENERAL GONTRAGTORS AND 5IIIBGONTRAGTORS TO 2015(EGG SECTION R 403.3: 2015 IRC-62421.8(5038) L.LI NOTE: -50PPLY AND RETURN DUGT5 IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2015 IECG 5EGTION R 402.4.12: VENT INC 5Y5TEM TERMINATION LOCATION: NOTE "5". ff = 'T TER REVIEW THESE GON5TRZTION DoaHENT5 UPON RECEIPT THE VENT TERMINAL OF A DIRECT VBf APPLIANCE HTH AN INPUT DUET C.LUS TER Q SHEET NUMBER PROVIDE SPRAY NOTE: HD= HOLD DOWN 5o GFMCFM CONTINUOS OR FROM ARCHITECT AND REPORT ANY AND ALL AND DUCTS OUTSIDE THE THERMAL ENVELOP aHgJLD BE MIN.R-6. AN APPROVED HERS RATER TO OF IOA00 BTU PER HM(3KNU OR LE%%WALL BE LOCATED AT LEAST UNITS 123 (MODEL A) FOAM INSULATION IN p,LJ_WINDOWS SHALL BE STAIR MANUFACTURER TO DESIGN STAIRS TO �CFM�� DISGREPANGIES IMGLUDIN6 ANY DIMENSIONAL CONFLICTS, -5EALIN6 15 MANDATORY FOR DUGT5,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OP13UN6 INTO A BUILDING,AND SUCH AN APPLIANCE HTH 0- 6ARA6E GEILIN6® ANDERSEN 200 SERIES MEET ALL APPLIGABLE GORES AND TO IMMEDIATELY TO ARGHITEGT FOR GORREGTIVE -JOINTS,SEAMS,���TION5 SHALL GOil KY WITH SECTION M-1601.4 LEAKA6E,RNID GON�USTION SAFETY AN I PI)T OAR 10,000 BTU PER HOUR BUT NOT OAR 50,000 BTU PER w LOGATION OF REPORT ANTi""---`'AMGIES AND GONIFLIGTS coz OF THE 2015 IRC. TESTINI6 AND PROVIDE A I ITTHd AND AP�IMIE KTH A IN A q INCH VENT TERMINATION CLEARANCE, FIRST FLOOR PLAN Z ® CARBON MONOXIDE N'EA5URE5 PRIOR TO GONISTRUGTION.DO NOT SCALE AND AN APPLIANCE WrM AN IiPIUf 0VI92 50,000 BTU PER MR SHALL HAVE C7 BEDROOM ABOVE TO THE ARGHITEGT PRIOR TO STAIR FABRIGATION. DETECTOR DRAWIN65.DIMEN51ONI5 SHALL BE CALCULATED AND -DUGT5 SHALL BE PRE55U�TESTED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RE5ULT5 AT(FAST A 12 INCH VENT THRM14ATiON CLEARANCE.TME BOTTOM OF,>g 8� 124 (MODEL Al - I 5 ) NEVER SCALED UNLESS OTHERN15E NOTED. ROUGH-IN TEST AND A WRITTEN REPORT OF TINE RE5ULT5 SHALL BE 516N ED VENT TERMINAL AND THE AIR INTAKE 5HALL BE LOCATED AT LEAST 12'�D SMOKE DETECTOR A 3 BY THE PARTY GONDU6TIN6 THE TEST AND PROVIDED TO THE CODE OFFIGIAL. ABOVE 6RADE. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED _ C0PYRGHTGRCH ARCH|7ECTUREP.C. 2017: ALL RIGHTS RESERVED H Z W Z o O O n Z YL o m ca (DcU Q O> N } a) Z _ z U m :3CLo O o" C U wo ca v u U M N � M m A g A-b A-b Z O 1 1-- ALI U Z) A G AI-6 IT-O'GABLE WIDTH Z AI-b O 18'-8"HIP WIDTH II'-Q'PL HT U ABV IST RR II'-001 PL.HT. H'-91 PL HT OW Lr) 4 _- - - ABV ISTFLR ADJu5T RID6E HEIGHT € -- _ -1a._ — O m TO CBM OVER f - -- -- - _ _ Z _._ _.__.. ___ __. __._ _..._. _ _..... __..._ -._ _...._ __ - _.. CARRY CRICKET II'-0'PL HT FIREPLACE GNASE br AL16N FASUAS I` - Qj� C-) ri l _ --b 2258E _ 1 --I . 116'2"FASCIA WIDTH ABV IST FLR 11 I 2x10 RR®Ib OG. 1 2x10 RR®Ib OG. 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