The URL can be used to link to this page

Home My WebLink About42572-Z ^Ff0 �OStl t��oGy�, Town of Southold 8/13/2019 3 P.O.Box 1179 v53095 Main Rd of �ao�tti;% Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40618 Date: 8/13/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1575 Laurel Trail, Laurel SCTM#: 473889 Sec/Block/Lot: 125.4-24.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/21/2018 pursuant to which Building Permit No. 42572 dated 4/16/2018 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 COVERED FRONT PORCH, REAR DECK, ATTACHED GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Knoedler,Edward&Laura of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0032 07-26-2019 ELECTRICAL CERTIFICATE NO. 42572 07-18-2019 PLUMBERS CERTIFICATION DATED 07-19-2019 n L ugdin t or S nature guFFntIr TOWN OF SOUTHOLD ��y BUILDING DEPARTMENT TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42572 Date: 4/16/2018 Permission is hereby granted to: Cordy, Stephen 1378 Park Ln Pelham Manor, NY 10803 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 1575 Laurel Trail, Laurel SCTM # 473889 Sec/Block/Lot# 125.-4-24.3 Pursuant to application dated 3/21/2018 and approved by the Building Inspector. To expire on 10/16/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,695.60 CO -NEW DWELLING $50.00 Total: $1,745.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00/ Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: ( ��'� �r House No. Street Hamlet Owner or Owners of Property: ANL uffolk County Tax Map No 1000, Section �a� Block Lot C91A Subdivision Filed Map. Lot: Permit No. ;, Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature ®��oF sov��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �� sean.devlin(a-town.southold.nv.us l�C0UNr1,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Edward Knoedler Address: 1575 Laurel Trail city,Laurel st: NY zip: 11952 Building Permit#: 42572 Section: 125 Block: 4 Lot. ' 24.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Vue Electric License No: 5230-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph X Heat Gas Duplec Recpt 87 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 3 Wall Fixtures Smoke Detectors Main Panel X A/C Condenser 2 Single Recpt 1 Recessed Fixtures 58 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt Emergency Fixtures Time Clocks Disconnect 2 Switches 46 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 7 Nest smoke/carbon combo,4-bath exhaust fans,stove hood,gas range, gas fireplace gas HW heater,3-undercabinet lights, 10-exterior sconces, 23-surface mounted fixtures wall/ceiling, Notes. 1-kitchen fridge, 1-mini fridge Inspector Signature: CDate: July 18, 2019 S. Devlin-Cert Electrical Compliance Form.xls 1, - 0 so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G• y Southold,NY 11971-0959 �oU �,A ,F 1 BUILDING DEPARTMENT + TOWN OF SOUTH01M j �� 'E - � AUG - 6 2019 - .Q ' �' �T �I-�E �• CERTIFICATION t.�,p's e•_3 •ter:.' Date: Building Permit No._ Y:P-5 7D, Owner: (Please print) .Plumber: LU��. i 0 �fv - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plum ers Signature)- Sworn to before me this G day of W-Sj. 20�_, MELISSA R DEBOER NOTARY PUBLIC STATE OF NEW YORK Notary Public, �- ky - -_:County SUFFOLK COUNTY ---- - — - LIC.#01 DE6349898 COMM. EXP.�l'6�o_�c� OF SOUI�o� # TOWN OF SOUTHOLD BUILDING DEPT. y'Coum, 765-1802 INSPECTION - [/FOUNDATION 1ST Alb [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: G�U ,o�na � I G �� v �CO{7 ✓ �N i✓ Y *� .Tv wb • DATE INSPECTOR 1' "OF SOU * # TOWN OF SOUTHOLD BUILDING DEPT. `yIOU I 765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] C LKING REMARKS: VIV(ab DATE INSPECTOR Q2 . 'I ��y�pF 5001 # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 40&0 wp DATE 1Qh1wloINSPECTOR pF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] F UNDATION 1ST e [ ] ROUGH PL13G. [ FOUNDATION 2ND /� N� [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK • DATE 6-1-b-041 INSPECTOR ��OF SOUL # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION IV FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKRG REMARKS: D Ci ayAo Loy-)t i DATE INSPECTOR L I OE so�l�° # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAU ING REM"KS: fae,%vV� old s _ DATE I i? llW9 INSPECTOR; �9& 4vzi4,l OF SOUlyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 / INSPECTION Z�' V [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY 4 [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION J ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ \] CODE VIOLATION [ ] CAULKING REMARKS: Lc DATE INSPECTOR70 SOUTyo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] PTGH PLBG. [ ] FOUNDATION 2ND [ 'INSULATION �FRA�/STRAPPING [ ] FINAL [FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING __�� REMARKS: Pik✓ L • C,� © �� vr k /l t3Yl p o -tom dAyl-k bat r uVe� kJt i A✓1 v4 � DATE INSPECTOR a0F so ' 7 2— TOWN OF SOUTHOLD BUILDING DEPT. `y^ourm 0�` 765-1802 15-7-157 �a� ��- - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE f� INSPECTOR TOWN OF • • 1 BUILDING DEPT. 1 INSPECTION FOUNDATION 1ST ROUGH INSPECTIONFOUNDATION 2ND [rSULATION FRAMING /STRAPPING FINAL /VJO I FIREPLACE & CHIMNEY FIRE SAFETY RESISTANTFIRE CONSTRUCTION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING -\ S 7 48JA ,JV -'Q"JWAN�> e, (OK, PV JOA (n en oopw &V i LR LQfm I _ � � omm DATE 14d-)C INSPECTOR 1 I / 1 1y � I I �o�aOE SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. ( ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING /STRAPPING [ FINALA60 , Ao"' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: © �rl uv�l 6 DATE INSPECTOR e y Manual S Compliance Report Job: Nkolb Date: June 26,2019 (Unconditioned) By. Gws HEATING+COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Matbhrk,NY 11952 Phone(631)296-5527 Email irio@kolbmedrancal eom Web kolbmednncal com Project • • For. Edward Knoedler 1575 Laurel Trail,Laurel,W 11948 Cooling Equipment Design Conditions Outdoor design DB: 85.0°F Sensible gain: 0 Btuh Entering coil DB: 0°F Outdoor design WB- 71.0°F Latent gain: 0 Btuh Entering coil WB: -3.1°F Indoor design DB. 72.0°F Total gain: 0 Btuh Indoor RH: 50% Estimated airflow, 0 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Model: Actual airflow. 0 cfm Sensible capacity: 0 Btuh 0%of load Latent capacity: 0 Btuh 0%of load Total capacity. 0 Btuh 0%of load SHR: 0% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 0 Btuh Entering coil DB: 0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas furnace Manufacturer. Model: Actual airflow: 0 c m Output capacity. 0 Btuh 0%of load Temp.rise: 0 of The above equipment was selected in accordance withACCA Manual S. Jam. -r-" Wrlght$0ft" RighFSute@Unversal 20l3l3.0.10 RSU10077 Page4 34 1 C Page 1 2019-Jur261 ..real'J's186BayLare,LLC1H6BayLane,LLCn� Calc=MJB FrontDoorfaces W a y Manual S Compliance Report Job: NkolbAHU Date: June 26,2019 1 By. GWS HEATING+COOLING Kolb Mechanical Corp. 11500 Old Saud Ave.,MathWdc,W11952 Phone(631)298-5527 Email irdo@kolbmedanral com Web kolbmedancal.com Project • • For. Edward Knoedler 1575 Laurel Trail,Laurel,NY 11948 Cooling Equipment Design Conditions Outdoor design DB: 85.0°F Sensible gain: 32745 Btuh Entering coil DB: 72.0°F Outdoor design WB: 71.0°F Latent gain: 5059 Btuh Entering coil WB: 60.1°F Indoor design DB: 72.0°F Total gain: 37804 Btuh Indoor RH: 50% Estimated airflow. 1400 dm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Trane Model: 4TTR3042D1 Actual airflow. 1400 cfm Sensible capacity: 0 Btuh 0%of load Latent capacity: 0 Btuh 0%of load Total capacity: 0 Btuh 0%of load SHR: 0% Heating Equipment Design Conditions Outdoor design DB. 10.0°F Heat loss: 34482 Btuh Entering coil DB: 69.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Prop furnace Manufacturer. Trane Model: TUH1C100A9 Actual airflow. 1400 chn Output capacity: 92000 Btuh 267%of load Temp.rise- 50 °F The above equipment was selected in accordance with ACCA Manual S. `* f ° 2019-Jin-26 14 34 05 Wr 1 htso Right-Sute®Unversa1201313010RSU1D077 Page2 ACCK nal'Js186Bay Lara,LLM86Bay Lane,LLC nip Calc=MJ8 FrontDoorfaoes W a j Manual S Compliance Report Job: NkolbAHU Date: June 26,2079 2 By. GWS HEATING+COOLING Kolb Mechanical Corp. 11500 Old Sound Ave.,Mathbrk,NY 11952 Phone(631)298-5527 Email irio@kolbmedrancal com Web kolbmediancal com Project • • For Edward Knoedler 1575 Laurel Trail,Laurel,W 11948 Cooling Equipment Design Conditions Outdoor design DB: 85.0'F Sensible gain: 20938 Btuh Entering coil DB: 72.6°F Outdoor design WB: 71.0'F Latentgain: 3755 Btuh Entering coil WB: 60.3°F Indoor design DB: 72.0°F Total gain: 24693 Btuh Indoor RH: 50% Estimated airflow: 767 cfrn Manufacturer's Performance Data atActual Design Conditions Equipmenttype: SplitAC Manufacturer. Trane Model: 4TTR3024D1 Actual airflow: 767 dm Sensible capacity: 0 Btuh 0%of load Latent capacity: 0 Btuh 0%of load Total capacity: 0 Btuh 0%of load SHR: 0% Heating Equipment Design Conditions Outdoor design DB. 10.0°F Heat loss: 19345 Btuh Entering coil DB: 69.6°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Prop furnace Manufacturer. Trane Model: TUD1A040A924 Actual airflow. 767 dm Output capacity: 32000 Btuh 165%of load Temp.rise- 50 °F The above equipment was selected in accordance With ACCA Manual S. „s 2019-Ari-26 14 05 wrightso a� Wgtd-Sut.BUnversal 2013 13 0 10 RSU10077 Page e 3 naI'J's186 Bay Lane,LLC186 Bay Lane,LLC nQ Calc=MJ8 Front Doorfaces W r Aq, Residential Plans Examin— Review • Form +r- RPER 1 for — — • (Loads, • • — 15 Mar 09 Ar eksaxzasdess#s, Header Information Contractor REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes E:] No n Mechanical license: or MJ1AE Form*(and supporting worksheets) Yes [:] No OEM performance data(heating,cooling,blower) Yes E] No Building plan#. Manual D Friction Rate Worksheet Yes [-] No Duct distribution sketch. Yes E] No r-1 Home address(Street or Lot#,Block,Subdivision) 1575 Laurel Trail,(Unconditioned) HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 'F Orientation Front Door faces West Indoor temperature 70 °F Norft E&A W,swh,Northeast,NardwieK sowreasr,saBiwest Total heat loss. 0 Btuh Number of bedrooms 4 Conditioned floor area: 0 ft' Summer Design Conditions Number of occupants 0 Outdoor temperature 85 'F Indoor temperature 72 'F Windows Rac€ Grains difference: 33 grAb @ 50%RH Eave overhang depth 0 ft Sensible heat gain 0 Btuh Internal shade- none ,e Latent heat gain: 0 Btuh ®"'ds'rape'etm oepfl, Ontow Total heat gain 0 Btuh Number of skylights 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data El pent type Gas furnace Equipment type SpIdAC Heating cfm- 0 a;Feat p=R Barer,eb- r cendtiow,Heatpmp,effi Cooling cfm 0 Model. Model Staticpressure 0 in H2O + Fans rated e#�nal static pressure far desigi airflow Heating output capacity 0 Btuh Total cooling capacity 0 Btuh Had pornps-capacity at winfier design addear car3tiens Sensible cooling capacity 0 Btuh Aux.heating output capacity 0 Btuh Latent cooling capacity. 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN ( .1 Design airflow. 0 cim Longest supply duct: 0 ft Duct Materials Used Equipment design ESP. 0 in H2O Longest return duct. 0 ft Trunk duct, Total device pressure losses 0 in H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0 in H2O Friction rate: 0 in/100ft Branch dud Friction Rate=PSP-(TE1x 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 or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist 11 1 -Frli{/Pigllltsoft` Mglt-Sute@Unversal20l3l3010RSUID077 "zb Residential . _ . Form • RPER 1 for - - • (Loads, • • - 15 Mar 09 ArCaXWftUtrasiadse:r�ks Header Information Contractor. REQUIRED ATTACHMENTS ATTACHED Manual A Form(and supporting worksheets). Yes No ❑ Mechanical license or MA AE Form*(and supporting worksheets) Yes No FJ OEM performance data(heating,cooling,blower) Yes No Budding plan# Manual D Friction Rate Worksheet Yes No Dud distribution sketch, Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision) 1575 Laurel Trail,AHU 1 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation Front Door faces West Indoor temperature. 70 °F narft EaA V&A sm^NwftaA Nau.ren Saidwast,saAlmest Total heat loss 34482 Btuh Number of bedrooms 4 Conditioned floor area- 2027 ft' Summer Design Conditions Number of occupants 4 Outdoor temperature 85 °F Indoor temperature: 72 °F Windows >t Grains difference 33 grAb @ 50%RH Eave overhang depth- 0 it Sensible heat gain- 32745 Btuh Internal shade none Latent heat gain- 5059 Btuh Bl01ds,drapes,etc' oepllt avintcsw Total heat gain. 37804 Btuh Number of skylights. 0 HVAC EQUIPMENT • •1 Heating Equipment Data Cooling Equipment Data Blower Data Et&pment type. Prop furnace E�wpment type SpIdAC Heating cfm 1400 ce,rotpmgBaier,eb rUndharl,Heat pmp,et¢ Cooling cfm• 1400 Model- Trane Model Trane Static pressure 1.00 in H2O TUH1C100A9+ 4TTR3042D1+ Faris ratedeMemalstate presswefor design airflow Heating output capadt�r �? 00 Btuh Total cooling capacity- 0 Btuh Heffip—ps-camatyffiwi desngn atdacr ars Sensible cooking ppadty 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity- 0 Btuh HVAC DUCT DISTRIBUTION .1 Design airflow. 1400 cfn Longest supply dud. 241 ft Duct Materials Used Equipment design ESP 1.00 in H2O Longest return duct 93 ft Trunk dud Sheet metal Total device pressure losses -0,7 in H2O Total effective length(TEL): 334 ft Available static pressure(ASP): 0.30 in H2O Friction��:ante-nsa-RELXI0O.080 in/100ft Branch duct Round flex vinyl 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 or Authority having jurisdiction use. *Home qualifies for MAAE Form based onAbndged Edition Checklist V1f19dghtsoft' Right-Sute@Unversal201313010RSU10077 ti e "�• �. Residential Plans ExaminerReview • Form RPER1 _ • • (Loads, 15 Mar 09 Ar Courixiv kx. aBdw-etw Header Information Contractor REQUIRED ATTACHMENTS ATTACHED Manual A Form(and supporting worksheets) Yes No ❑ Mechanical license or MA AE Form*(and supporting worksheets) Yes No M OEM performance data(heating,cooling,blower) Yes No F-1 Building plan# Manual D Friction Rate Worksheet Yes E] No r-1 Dud distribution sketch, Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision) 1575 Laurel Trail,AHU 2 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature. 10 °F Orientation Front Door faces West Indoor temperature: 70 aF North EaA wee,swn,Naftast,Northwest,soft aA saamest Total heat loss. 19345 Btuh Number of bedrooms- 4 Conditioned floor area- 1216 ft' Summer Design Conditions Number of occupants 4 Outdoor temperature- 85 °F Indoor temperature. 72 °F Windows R�r Grains difference. 33 grAb @ 50%RH Eave overhang depth- 0 It Sensible heat gain- 20938 Btuh Internal shade. none fi. Latent heat gain Bi'n�,chiles,et,- Espt 9 3755 Btuhoe�1h 4VIndcty Total heat gain- 24693 Btuh Number of skylights. 0 HVAC EQUIPMENT • 41 Heating Equipment Data Cooling Equipment Data Blower Data E uipmmerit type Prop furnace E�uipment type SpIRAC Heating cfm. 767 ce,Heat punµBaler,eta. r Caxibari,Heat P.R. Cooling cm: 767 Model Trane Model Trane Static pressure 1.00 in H2O TUD1A040A924+ 4TTR3024D1+ r-an5ratede�derrylstabcpressure for desiyn airflow Heating output capaat M2 0Q Btuh Total cooling capacity. 0 Btuh Heat punps-cepsaty at wi dmgn aixiow as Sensible cooling capacity 0 Btuh Aux.heating output capacity 0 Btuh Latent cooling capacity- 0 Btuh HVAC DUCT DISTRIBUTION .1 Design airflow 767 cfm Longest supply dud 213 ft Duct Materials Used Equipment design ESP: 1.00 In H2O Longest return duct: 82 ft Trunk dud: Sheet metal Total device pressure losses -0.7 In H2O Total effective length(TEL): 295 ft Available static pressure(ASP): 0.30 in H2O Friction rate: R 080 in/100ft Branch dud: Round flex vinyl Fricbvm Rate=ASP�-(TELx 1 ) 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, • Municipality or Authority having jurisdiction use. 'Home qualifies for MA AE Form based on Abridged Edition Checklist Wrightsoft- Right-Sute®Unversal201313010RSU10077 k �' BuildingAnalysis Job: XLA 7 Date: June 26,2019 Knoedler Res By: Gws HEATING+COOLING Kolb Mechanical Corp. 11500 Old Soud Ave.,Mathkrk NY 11952 Phone(631)298-5527 Email ift@kolbmediannl corn Web kolbmediannl corn Project • • For. Edward Knoedler 1575 Laurel Trail,Laurel,W 11948 Design Conditions Location: Indoor. Heating Cooling Suffolk CountyAFB,W,,US Indoor temperature(°F) 70 72 Elevation: 30 ft Design TD(°F) 60 13 Latitude: 41'N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 47.4 33.5 Dry bulb(°F) 10 85 Infiltration: Daily range(°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 71 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Tight) Component Btuh/ft2 Btuh %of load Walls 2.2 11266 20.9 Glazing 30.1 22660 42.1 Doors 0 0 0 w Ceilings 1.4 4020 7.5 Floors 0.4 2107 3.9 Infiltration 1.0 4267 7.9 Duds 7420 13.8 Piping 0 0 Humidification 2086 3.9 Ventilation 0 0 Adjustments 0 Total 53826 100.0 Component BtuhAi? Btuh %of load Walls 0.5 2740 5.1 Glazing 42.9 32328 60.2 Doors 0 0 0 % Ceilings 1.0 2762 5.1 Floors 0.1 456 0.9 Infiltration 0.1 498 0.9 C _ Duds 4578 8.5 Ventilation 0 0 Internal gains 10320 19.2 0 Blower 0 0 Adjustments 0 Total 53683 100.0 Latent Cooling Load=8814 Btuh Overall U-value=0.098 Btuhff--'F Data entries checked. Boldrdalie values have been manually ovemdalen ¢ Wrl htt:soft, 2019-ArF2614 34 05 Right-Sute®Unversal201313 0 10 RSU10077 Page 1 ArC�k rml'3s\86 Bay Lane,LLC186 Bay Lane,LLC nip Calc=MJ8 Frord Doorfaoes W ko �� Building Analysis Anal Job: e Date: June 26,2019 (Unconditioned) By: GWS HEATING+C O O L i N G Kolb Mechanical Corp. 11500 Old Sound Ave.,Mathtudc,NY 11952 Plane(631)298-5527 Email udo@kclbmediancal com Web kolbmediannl mm Project Information For. Edward Knoedler 1575 Laurel Trail,Laurel,NY 11948 Design Conditions Location: Indoor. Heating Cooling Suffolk CountyAFB,NY,US Indoor temperature(°F) 70 72 Elevation 30 ft Design TD(°F) 60 13 Latitude. 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 47A 33.5 Dry bulb(°F) 10 85 Infiltration: Daily range(°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 71 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Tight) • Component Btuh/ft' Btuh %of load Walls 0 0 0 Glazing 0 0 0 Doors 0 0 0 Ceilings 0 0 0 Floors 0 0 0 Infiltration 0 0 0 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 0 0 Component Btuh/ft= Btuh %of load Walls 0 0 0 Glazing 0 0 0 Doors 0 0 0 Ceilings 0 0 0 Floors 0 0 0 Infiltration 0 0 0 Ducts 0 0 Ventilation 0 0 Internal gains 0 0 Blower 0 0 Adjustments 0 Total 0 0 Latent Cooling Load=0 Btuh Overall U-value=0.100 Btuh/ft2--°F WARNING window to floor area ratio=3.2%-less than 5%. Boldritalic values have been manually ovemdden - } wrightSCft, 2019-An-26 14 34 05 RigtdSute®Unuersa1201313 0 10 RSU10077 ACM Page 2 .rxal'J's186 Bay Lane,LLC1B6 Bay Lane,LLC nip Calc=MJ8 Front Doortoes W BuildingAnalysis Job: y Date: June 26,2019 NkolbAHU 1 By. Gws HEATING+COOLING Kolb Mechanical Corp. 11500 Old Sound Ave,Mathtuic,MY 11952 Plane(631)298-5527 Emad ifo@kolbmechancal mm Web kolbmechancal mm Project • • For: Edward Knoedler 1575 Laurel Trail,Laurel,NY 11948 Design Conditions Location: Indoor. Heating Cooling Suffolk CountyAFB,NY,US Indoor temperature(°F) 70 72 Elevation: 30 ft Design TD(°F) 60 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor Heating Cooling Moisture difference(grAb) 47.4 33.5 Dry bulb(°F) 10 85 Infiltration: Daily range(°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 71 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Tight) MEN&V"Ma Component Btuh/fF Btuh %of load Walls 3.9 6985 20.3 Glazing 34A 16832 48.8 Doors 0 0 0 Ceilings 2.0 1684 4.9 Floors 1.0 2071 6.0 Infiltration 1.3 2603 7.5 Ducts 3033 8.8 Piping 0 0 Humidification 1272 3.7 Ventilation 0 0 Adjustments 0 Total 34482 100.0 Component Btuh/fF Btuh %of load Walls 0.9 1648 5.0 Glazing 45.3 22176 67.7 Doors 0 0 0 ' Ceilings 10 816 2.5 Floors 0.2 449 1.4 Infiltration 0.2 304 0.9 Ducts 848 2.6 Ventilation 0 0 Internal gains 6505 19.9 Blower 0 0 Adjustments 0 a�a Total 32745 100.0 Latent Cooling Load=5059 Btuh Overall U-value=0.102 Btuhff-°F Data entries checked. BoWdalrc values have been manually ovemdden " wrighti:soft' 2019-1n-26143405 Riglf-Sute®Unversal 2013 13 0 10 RSU10077 Page 3 real'J's\86Bay Lane,LL086Bay Lane,LLC np Calc=MJ8 FrontDoorfaces W I Buildin9 7 Analyis Job: UkolbAHU Date: June 26,2019 2 By: cws H E AT I NG f COOLING Kolb Mechanical Corp. 11500 Old Soud Ave.,Mathtu9k,MY 11952 Phone(631)298-5527 Email m1b@kolbmedrancal com Web kolbmechancal com Project • • For- Edward Knoedler 1575 Laurel Trail,Laurel,NY 11948 Design Conditions Location: Indoor. Heating Cooling Suffolk CountyAFB,NY,US Indoor temperature(°F) 70 72 Elevation: 30 ft Design TD(°F) 60 13 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 47.4 33.5 Dry bulb(°F) 10 85 Infiltration: Daily range(°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 71 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Tight) Component Btuh/fF Btuh %of load Walls 3.9 4282 22.1 w Glazing 34.2 5828 30.1 Doors 0 0 0r Ceilings 1.9 2335 12.1 Floors 1.7 36 0.2 Infiltration 1.3 1664 8.6 Duds 4387 22.7 Piping 0 0 Humidification 813 4.2 Fp ° Ventilation 0 0 Adjustments 0 Total 19345 100.0 Component Btuh/ftz Btuh %of load Walls 1.0 1092 5.2 •� Glazing 59.6 10153 48.5 Doors 0 0 0 Ceilings 1.6 1946 9.3 Floors 0.4 8 0.0 Infiltration 0.2 194 0.9 = ;z Duds 3730 17.8 Ventilation 0 0 Internal gains 3815 18.2 Blower 0 0 Adjustments 0 Total 20938 100.0 Latent Cooling Load=3755 Bfuh Overall U-value=0.083 BtuhAl?--°F Data entries checked. �^ -} Bakriitalic values have been manually overridden 1 wrilghtsoftA 2019-JuF2614 34 05 Right-Sute®Unversal 201313 010 RSU10077 Page 4 vial l3s\86 Bay Lane,LLC186 Bay Lane,LLC rtp Calc=MA Front Doorfaces W Project Summary Job: KkolbKnoedier 'JDate: June 26,2019 Res By. GWS HEATING+COOLING Kolb Mechanical Corp. 11500 Old Soul Ave,Mathhrk,NY 11952 Phone(631)298-5527 Email rrfe@kolbmecharical com Web kolbmeohancal.com Project Information For. Edward Knoedler 1575 Laurel Trail,Laurel,NY 11948 Notes: Design Information Weather. Suffolk CountyAFB,NY,US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 85 °F Inside db 70 'F Inside db 72 °F Design TD 60 °F Design TD 13 °F Daily range M Relative humidity 50 % Moisture difference 33 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 44320 Btuh Structure 49105 Btuh Ducts 7420 Btuh Ducts 4578 Btuh Central vent(0 dm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 2086 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 53826 Btuh Use manufacturer's data n Rate/swing multiplier 0.90 Infiltration Equipment sensible load 48314 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 7247 Btuh Ducts 1567 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ftz) 3243 3243 Equipment latent load 8814 Btuh Molume(fP) 29873 29873 Airchangesthour 0.13 0.07 Equipment total load 57129 Btuh Equiv.AVF(dm) 65 35 Req.total capacity at 0.70 SHR 5.8 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual airflow 0 drn Actual airflow 0 crm Airflowfactor 0 dm/Btuh Airflowfactor 0 dm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Bolardalic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 34 TV w'rtghtsoft' Right-Sute®Unversal20l3 l3 O.lO RSU10077 2019-Jur261 Page I ACCK Page 1 real'SM86Bay Lane,LLC1B6Bay Lane,LLC nip Calc=MJ8 FrordDoorfaoes W Summa/ko� Project Summary ect Job: XX& Date: June 26,2019 (Unconditioned) By. GWS HEAT]NG+COOLING Kolb Mechanical Corp. 11500 Old Soul Ave.,Mathhak,NY 11952 Phone,(631)298-5527 Email into@kelbmedranral mm Web kolbmedrancel mm Project • • For. Edward Knoedler 1575 Laurel Trail,Laurel,NY 11948 Notes: Design Information Weather. Suffolk CountyAFB,NY,US Winter Design Conditions Summer Design Conditions Outside db 10 of Outside db 85 'F Inside db 70 of Inside db 72 of Design TD 60 'F Design TD 13 of Daily range M Relative humidity 50 % Moisture difference 33 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 0 Btuh Structure 0 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 dm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.90 Infiltration Equipment sensible load 0 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (fight) Structure 0 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft) 0 0 Equipment latent load 0 Btuh Volume(ft3) 0 0 Airchanges/hour 0 0 Equipment total load 0 Btuh Equiv.AVF(dm) 0 0 Req.total capaoty at 0.70 SHR 0 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfirl Actual airflow 0 cfrn Airflowfactor 0 cfm/Btuh Airflowfactor 0 dm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0 BoWiitalie values have been manually ovemdden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 11f1mr1 It1t15o : 2019-Juf2614 34 05 Riga-Sute®Universal 2013 13 0 10 RSU10077 Page 2 r.I'J's186 Bay Lane,LLC1B6 Bay Lane,LLC np Calc=MJB Front Doorfaces W X"AJ •ko l bect ProjSummary Job. � Date: June 26,2019 AHU 1 Ely- GWS H EATING+C O O L I ISI G Kolb Mechanical Corp. 11500 Old Sour1 Ave.,Mathtu&,NY 11952 Phone(631)298-5527 Email irdo@kolbmechancel com Web kolbmechancal com Project • • For. Edward Knoedler 1575 Laurel Trail,Laurel,NY 11948 Notes: -Design Information Weather Suffolk CountyAFB,NY,US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 85 °F Inside db 70 °F Inside db 72 °F Design TD 60 'F Design TD 13 °F Daily range M Relative humidity 50 % Moisture difference 33 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 30176 Btuh Structure 31897 Btuh Ducts 3033 Btuh Ducts 848 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 1272 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 34482 Btuh Use manufacturer's data n Rate/swing multiplier 0.90 Infiltration Equipment sensible load 29471 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 4005 Btuh Ducts 1054 Btuh Heating Cooling Central vent(0 dm) 0 Btuh Area(ftp 2027 2027 Equipment latent load 5059 Btuh Volume(ft) 20142 20142 Air changesthour 0.12 0.06 Equipmenttotal load 34530 Btuh Equiv.AVF(dm) 39 21 Req.total capacity at 0.70 SHR 3.5 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XR95 Trade Model TUH1C100A9 Cond 4TTR3042D1 AHRI ref Coil AHRI ref Efficiency 95AFUE Efficiency 11.3 EER,13.5 SEER Heating input 97000 Btuh Sensible cooling 29400 Btuh Heating output 92000 Btuh Latent cooling 12600 Btuh Temperature rise 60 °F Total cooling 42000 Btuh Actual airflow 1400 cfin Actual airflow 1400 cfrn Airflowfactor 0.042 dm/Btuh Airflowfactor 0.043 dm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.87 Saldrrtalre values have been manually ovemdden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. a Wri h0 2019-JuF2614 34 05 ACCllr g Right-Sate®Unversal 2013 13 0 10 RSU1 D077 Page 3 ..nual'SsMBayLare,LLMBay Lane,LLC np Calc=MJ8 FrontDoorfaces W kolbPr o ect Summary Job: Date: June 26,2019 NAHU 2 By. GWS H E AT i N G+C°°L i N G Kolb Mechanical Corp. 11500 Old Saud Ave,Matht&,NY 11952 Phone(631)298-5527 Email udo@kolbmediancal oom Web kolbmedgncal.mm Project Information For. Edward Knoedler 1575 Laurel Trail,Laurel,NY 11948 Notes: Design Information Weather. Suffolk CountyAFB,NY,US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 85 OF Inside db 70 OF Inside db 72 OF Design TD 60 OF Design TD 13 OF Dally range M Relative humidity 50 % Moisture difference 33 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 14145 Btuh Structure 17208 Btuh Ducts 4387 Btuh Ducts 3730 Btuh Central vent(0 dm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 813 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19345 Btuh Use manufacturers data n Rate/swing multiplier 0.90 Infiltration Equipment sensible load 18844 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 3242 Btuh Ducts 514 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ftp 1216 1216 Equipment latent load 3755 Btuh Volume(fF) 9731 9731 Airchangeslhour 0.16 0.08 Equipmenttotalload 22599 Btuh Equiv AVF(dm) 25 14 Req.total capacity at 0.70 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade Trade Model TUD1A040A924 Cond 4TTR3024D1 AHRI ref Coil AHRI ref Efficiency 80AFUE Efficiency 11.5 EER,13 SEER Heating input 40000 Btuh Sensible cooling 16100 Btuh Heating output 32000 Btuh Latentcooling 6900 Btuh Temperature rise 38 OF Total cooling 23000 Btuh Actual airflow 767 clam Actual airflow 767 cfrn Airflowfactor 0.041 dm/Btuh Airflowfactor 0.037 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.85 Bold4lalk values have been manually overridden }} Calculations approved byACCA to meet all requirements of Manual J 8th Ed. f- w i4ght;soft, Wglt Sute®Unversa1201313 0.10 RSU10077 2019-Juf2614 34 05 XisPage 4 ...vial J's\86 Bay Lane,LLC166 Bay Lane,LLC rte Calc=MJB Front Doarfaaes W ko I b AED Assessment Job: Date: June 26,2019 Knoedler Res By: GWs HEATING+COOLING Kolb Mechanical Corp. 11500 Old Soud Ave.,Mathhrk,NY 11952 Phone(631)298-5527 Email irfo@kolbmedanral mm Web kolbmediariml mm Project • • For. Edward Knoedler 1575 Laurel Trail,Laurel,W 11948 Design Conditions Location: Indoor. Heating Cooling Suffolk CountyAF13,W,,US Indoor temperature(°F) 70 72 Elevation: 30 ft Design TD(°F) 60 13 Latitude: 41°N Relative humidity(D/D) 50 50 Outdoor: Heating Cooling Moisture difference(grab) 47.4 33.5 Dry bulb(°F) 10 85 Infiltration: Daily range(°F) - 16 ( M ) Wet bulb(°F) - 71 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 45,000 40.000 35,000 30,000 ig 25,000 A !7 20,000 15,000-- 10.000-- 5,000-- 0 5,00D10,0005,0000 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day /Houry /Aweae /ADJlimlt Maximum hourly glazing load exceeds average by 36.3%. House does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 1868 Btuh (PFG-1.3*AFG) Bold/dalic values have been manually overridden 2019-Jun-26 14,34 wright:soft' P gN_Sut o universal 2013 13 0 10 RSU10077 Page 05 ge 1 ACC i ....I'J's186 Bay Lane,LLC186 Bay Lane,LLC nrp Calc=MJ8 Frorrt Door%oes•W AED Assessment Job: Hkolb Date: June 26,2019 (Unconditioned) By. GWS Fit=APING+COO LI RIG Kolb Mechanical Corp. 11500 Old Saud Ave.,Mathhck,NY 11952 Phone(631)298-5527 Email rrfo@kolbmedmrical.com Web kolbmechanml.mm Project • • For. Edward Knoedler 1575 Laurel Trail,Laurel,W 11948 Design Conditions Location: Indoor: Heating Cooling Su folk CountyAFB,NY,US Indoor temperature(°F) 70 72 Elevation: 30 ft Design TD(°F) 60 13 Latitude: 41°N Relative humidity(D/o) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 47.4 33.5 Dry bulb(°F) 10 85 Infiltration: Daily range(°F) - 16 ( M ) Wet bulb(°F) - 71 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 1,000-- 900-- 800-- 700-- W ,000900800700 6011-- Soo- 400-- 3011- 0SOD40030 200-- 100-- 0 001000 8 9 10 11 12 13 14 15 16 17 18 19 20 H—dDay Maximum hourly glazing load exceeds average by 0.0%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh Bekl4dalic values have been manually overridden aLft° P g�Sut ouriversal2D1313 0.10 RSU10077 2019-An-26 14 34 05 wrightso JCC , Page 2 .rwal'306 Bay Lara,LLC166 Bay Lane,LLC.np Calc=MJS Frant Doorfaces W 1 . AED Assessment Job: NkolbAHU Date: June 26,2019 1 By: GWS HEATING+COOLING Kolb Mechanical Corp. 11500 Old Soud Ave,Matlikck W 11952 Phone(631)298-5527 Email 0io@kolbmecharical mm Web*kolbmechancal mm Project • • For. Edward Knoedler 1575 Laurel Trail,Laurel,NY 11948 Design Conditions Location: Indoor: Heating Cooling Suffolk CountyAF13,NY,US Indoor temperature(°F) 70 72 Elevation: 30 it Design TD(°F) 60 13 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 47A 33.5 Dry bulb(°F) 10 85 Infiltration: Daily range(°F) - 16 ( M ) Wet bulb(°F) - 71 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 30,000 28,000-- 26,000-- 24,000-- 22,000-- 20,000-- Ri 18,000 16,000 14,000 12,000 10,000 6,000 6,000 4,000 2,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Houraf Day Maximum hourly glazing load exceeds average by 30.3%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 58 Btuh (PFG-1.3*AFG) Boldlitalic values have been manuaW ovemdden rF wrlglhtoft° WgkSute®Unversa1201313010RSU10077 2019-Jur26143405 Page 3 ACCA ..I'J'.%6BayLane,LLC186BayLane,LLCnp Calc=MJ8 FrontDoorfaces W AED Assessment Job: INkolbAHU Date: June 26,2019 2 By: GWS HEATING+C00LING Kolb Mechanical Corp. 11500 Old Soud Ave,Mathtuck,NY 11952 Phone(631)298-5527 Email Irto@kolbmechancal com Web kolbmeftncal cDm Project Information For. Edward Knoedler 1575 Laurel Trail,Laurel,NY 11948 Design Conditions Location: Indoor. Heating Cooling Suffolk CountyAFB,NY,US Indoor temperature(°F) 70 72 Elevation, 30 ft Design TD(°F) 60 13 Latitude: 41% Relative humidity(D/e) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 47A 33.5 Dry bulb(°F) 10 85 Infiltration: Daily range(°F) - 16 ( M ) Wet bulb(°F) - 71 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 14,000-- 12,000-- 10,000-- 8,000-- 6,000-- 4,000-- 2,000-- 0 4,00012,00010,0008,0006,0004,0002,0000 8 9 10 11 12 13 14 15 16 17 18 19 20 Hourof Day /H-y /Wren,. /PE 1- Maximum hourly glazing load exceeds average by 52.1%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 1810 Btuh (PFG-1.3*AFG) BoWtalic values have been manually overridden -VF Lij- g "wr+I h 2019-Jul-2614 34 05 Right-Sute@ Unvemal 20l3 l3 010 RSU10077 Page 4 t nual'J's186 Bay Lane,LLC186 Bay Lane,LLC nip Calc=MJ8 FrordDoorfaces W ®k�� Right-M Worksheet Job: Date: June 26,2019 Knoedler Res H EATM15+COOLING By. GWS Kolb Mechanical Corp. 11500 Old Sound Ave,Matbhxk NY 11952 Phone(631)298-5527 Email irto@kolbmec ancal com Web kolbmec ancal com 1 Room name KnoedlerRes AHU1 2 Exposed wall 608 7 ft 162 E ft 3 Room height 92 ft 99 It 4 Room dimensions 5 Room area 6114.6 ft' 2027 0 fl' Ty Construction LI-value Or HTM Area (ft) Load Area (ft) Load number (BWhAt-T) (Bhihffl or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool j Gross N/P/S Heat Cool Gross NIPS Heat Cool 6 0065 r - F 3.60..' - 699 ._0570 n._'__3420,_,.,18.17_ 10, ____0__,_.___356 ;, 189 __,_.____0-._.. 356 W 15B-00.8 ____d._065 5B-00-80488 n 0.00 _000 23 23 0 0 0-- 0 0 0 0sw W 12F- ~_ _ 0,065 r e :1. 59 T'0,66 "''922___!3_O m' 1891 T 482___652 _ . J 485 -i 8-91 - 482 11 1013-v, 0 600 ne 0.00 000 25 0 0 10 0 - 0 " 0 0 1 D-c2ov 0.570 ne 3420 41.96 " 71 0 2431 2982 71 0' . 2431 2982 1D�2ovd _ ._0.570_,ne_ 3420 41.96 0______32B3____4028 ._,_96 _ 0------M3_ 4028 W 12F09w 0 065 ne 390 0.99 328 278 1083 276 0 0 0 0 1 D-r•2ov 0 570 ne 34.2 41 96 50 0 1724 2115 0 0 0 0 _ �_ m. . __ _ _ __... ._.._. -__. _��,__-_. _,,..__ _,_v. _ .,_ - _____._- IWI - 158-Oo8 `, 0.488 ,ne 000 0.00 - 464�' 443 0 r 0 _ 0 -•-�--_;,.0. : 0.__...._..__0 �-G 10 _V _--0.600.-ne__�000 -0.00_____ _21_ ____,_0_..____-;_0_'_�0 0_,_ 0____0_ ' -0 W 12F-Ow0 065 a 3.90 099 25 15 59 15 25 15 59 15 Imo; 1 D-2ov 0 570 a 3420 6012 10 0 356 626 10 0 356 626 W 12F(sm_ 0,065�_,3_900.9928_^_28 110 __=,__:::2_8 ==0___ 0 �'0__ 0 W 15B-00-8 04B8 a 0.00 0.00 23 230 _ 0 0 0 0_ 0 '- �j 12FOsw ' 0.065 se �3,10'- 079 "-528 471 __ 1461 372��-432 75' w 1461 372 __G 1D r2ov �,_. __.0.57.0-se___3,4.20,__._5l.90__:_ _57 ______0-__1949___2958 _57 _.0,._-;,19.49�x_.2958 W 12FOsw 0.065 se 390 0.99 _ 272 272 1061271 0 0 0 0 W 15B-Oo-8 --0.488 se 000-�- 000_ ^284 276 o r_o _ _ -0 a ._o a_ 6 L--G 1D�2ov _ _-0.570_se__0.00 _0.00 _8___0 _0____._,_0___`0 _0__z__0_w.. 0 IW 12FOsw 0.065 sw 258 0.66 960 696 1792 457 684 459 1792 457 I--td 1OB-v 0600 sw 36.00 27.15 21 0 756 570 21 0 756 570 I-� 1 D-2ov 0.570 sw 28.62 4343 243_ 06944 10538 203 0 6944 10538 �j 12FOsw 0.065 sw 3.90 ''0.99�^ 348 228�� 889 227 0 0 0 , D �C 1D-r2ov_,.___,__' __-0-570-sw_ ,_3420 _51.90 __J20 _0_4104 -6228 9_ =� 0._ __ 0.__0 W 15B-00.8 0.488 sw 0.00 000 496 496 0 0 0 0 0 0 �j 12FOsw 0 065 'nw "'- 1.87,._-"0.48" 616 ° -346_'_'�"647 165 ''- 185 -''166__ 647-_1'65 11J0`_ __,'0.600_nw 0.00----0.00_______27,0,___270 0 ` - 0 0 -�_A_' __0 W 12FOsm _ _ _ _ 0.065nw 3.90__ _0.99 _ 292 _ 292 _1139 290 _0 _ _ 0 0 _ 0 ______0.488_rr _0.00 0.00___284_�2&}__-___0 _.�0� ,0 U_��;0 0 P 12FOsw 0 065 - 390 051 297 276 1076 142 297 276 1076 142 10B-v 0.600 n 3600_ 10.71 21 0_ 756 _225 21 _ 0 756 225 C�_ 16630ad_� :1,0,032 ___l 14,__0.95 2040,____2040 T 2335 _�19_46__. ,.-0 _ 0 __, 0 0 C_ 16C-30al 0 032 _ _ 1.92 1.28 237 _237 _ 456 _ 304 237 237 456 304 C_partoeiling�- 0.034 - _2 Q7=0 86 u_5Q4 894_ -_1228 _ _=512_ _594 _ _594 " 1229 _512' C C panceihng, 0 034 000 000 22 22 0 0 0 0_ 0 0 Fes_„_ 19A 30bswp =0034 ,.__171 .'--037___8___8_�1313___y_3 ____8_._.__.._8 13 F 19A-30bswp _ 0 034 171 _ 037 15 15_ 26 ___6__ 0 0 0 D F. 196r30bSw=-___ 0.034' _ 1.71. ----037^ _6.�__ 6_10 _`_2 0._0�_,0 F 19C-19rscP 0.049 __102___ 022 2019__2019 _ _2058 _446 _2019 2019 2058_ 446 _.0.020U.00___0.00 '2042 _2042_ _ 0 __._0 0 _0w0 __0 _13 - 0 00 000 830 91 _ 6 c)AED excursion 1868 58 Envelopelosslgain 40053 38287 27573 25088 12 a) Infiltration 4267 498 2603 304 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 230 8 1840 4 920 Applrancesrother 8480 5585 Subtotal Omes6 to 13) 44320 49105 30176 31897 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 D 14 SubtDtal 44320 49105 30176 31897 151 Ductloads 17% 9% 7420 4578 10% 3% 3033 848 Total room load 51740 53683 33209 32745 Air required(dm) 2167 2167 114001 1400 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrf ghts mfr 2019-Jur-2614 34 05 RlgFt<Sute®Unversal 2013 13 0 10 RSU10077 ..,naI UM86 Bay Lane,LLC1B6 Bay Lan:,LLC nrp Calc=MJB Front Doorfaces W Pagel ®kQ�� Right-JO Worksheet Job: KnoedlerRes Date: June 26,2019 HEATING+COOLINis By. GWS Kolb Mechanical Corp. 11500 Old Sound Ave,Matbkxk NY 11952 Phone(631)298-5527 Email irdo@kolbmechanral oom Web kolbmedrenral com 1 Room name (Unconditoned) AHU2 2 Exposed wall 287 Eft 1685 ft 3 Room height 92 ft 80 ft 4 Room dimensions 5 Room area 28713 ft? 1216A ft' Ty Construction U-value Or HTM Area (ft) Load Area (ft-) Load number (Btuhlit;°F) (Btuhkt or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIPS Heat Cool Gross NIPS Heat Cool 6 'WW, 12�Osvu'. - '0.065-vn-- � 0.99 - O _ O__ _rso._._,---.ro_�_.____a 1D c2ov _„-.,_:.._0.570__n_.__-3420-,.-,1817 .__.__w0..._�.._-0 __....,-_. ;,0 ___0 0 0 _...=.0 W- 15B-0o-8 _ - _ 0.488 n - �� 0 00 000 0 a 0- M- 23- - 23 --__- _ --- ____ _�-_0--�m. 0_0 12F OsN 0.065 ne. 2.59 0.66 270 245 D 0 0 0 0 0 11 1OB-v -0600 ne 0.00 0.00 25 0 0 0 0 0 0 0 1 D-c2ov 0 570 ne 3420 41.96 0 0 0 0 0 0 0 0 __0570.-ne___._..3420__41.96 _--- -_0__ 0------- ---_-__0 0� �0 ._. _.0 __.____0 W 12F09w 0.065 ne 390 0.99 0 0 D 0 328 278 1083 276 1 D-r.2ov 0 570 ne MA 41.96 0 _ _ 0 0 050 0 1724 2115 W 15&Oo 8 `,. 0488 ne 0.00 0.00 _ '464 w T' W3 p " p: O _ _,o o 10&vim-v 0.600_ne__.._..0.00-0.60 _21 ___ ._0_ _-___0___ _- 0 ---0 D.' �._-'_0 ---D VV 12FOsw 0 065 a 3.90 099 0 0 0 0 0 0 0 0 -G 1 D-c2ov 0 570 _e 3420 6012 0 0 0 _ 0 0 0 0_ D W 12F0sw _ _0.065';e _ _3.90 _0.99�'w 0_T__0; 0, -0_� _28 _28 a11'0 28 W 15B-OG-8 0488 e 0.00 0.00 _ 23_ _ 23 0 0 0 0 0 0 �j 12FOsw ----"0.065-se---, 310'0.79 _-' 96 y .96 pO�,__O ___ 0 _..�_ O O !=-.-G 1Dc2ov_.....<._.u_..-_' __-.0 670-,se- _-3420 __51.90 .... --0 ..,_.__0_,.... 0..;,._._. .0, - -0 -_0 -.,.-'0-. m_..__.._0 W 12FOsw 0 065 se 390 099 0 0 0 0 272 272 1061 271 -- - - - V,V 15-&Oo�B ,-R .--"-� -" 0.488 se-- --b-Ob -"-000 _2� :�6 `- __O_;_-_._O _______ 0,,. D __,..._._._____O--_____ 0 1--G 1D_c2ov__..._-_----_ 0.570-se-_ X0.00 _000 - 8 _-0- __0 _,_0_'_�_0 `- 0------0 0 IW 12F09N 0 065 sw 26B 066 276 236 0 0 0 0 0 0 l--G 1 DEW 0 600 sW 36.00 27.15 0 0 0 0 0 0 0 D I� 1 D-c2ov 0 570 sw 28.62 43.43 40 0 0 0 0 _ 0 0 0 2F W 1Os u 0 065 sw^3.90 0.99-- 0 0 0-' 0 348_ 228, 889_ 227 0.57.0 sw'x$420 ____51.90___---_0 .__:�__ ..0 _0 -_ 0__._ 120 `�_ 0 _._4lQ4_ -----0228 W 15B-Oo-8 0488 sw 0.00 000 496 496 0 0 0 0 0 0 WW, 12FOsw 0.065' nw 1.87 - 048 - 450 180 D 0.` ' - -'-0�� ;�0 0 0 �D 11J0-,_-__-_0.600--rtw --,_:-0.00 :;_0.00 ' 270-_270 D--__0 - 0 0 -0- `0 W 12F09ry0065 nw 3.90 0.99 0 0 0 0 292 292 1139 290 - - --_� - -- - - - ---- --- - --- - - _.-__- -nw_--O.QO>_ 0.00-- 284 ---284 Pf - 12F-09N 0.065 - 3.90 051 0 0 0 0 0 0 0 0 L-c 1013-v _ 0 600 n 3600 10_71 0 0 _0___0_ 0 0 0 0 10== 168 30ad _ _ _._0.032_. -'__,1.14_ 0.95_�824_„-____824T= 0 4 0_-__1216 1216__ 2335.__._1946 C 16C-30al 0 032 _ 1.92 128 0 0 0 0 0 0 0 0 C C partoeiling, 00 0.00 000 22___22 0 0 _ 0 0 0 __0 F 19/ 30trswp _- 0.034 W- _ 1.71 _ _0.37 -__..______0 ---0 F 19A-30bswp _ 0 034 1.71 0.37 0 0 0 0 15 _15 26 6 F 19A 30luwpv-__ - 0034_' 1.7,1_.--0.37_ 0 ---__-0_--- ---0 F _ 19C-19csm 0049 - 1.02 0.220-2-0 0_- _ 0 _ 0 _0 0 0 _ 0 0.020 _,-0.00 00.0 -- -- 2042 _20'42 ----0. F _ 22A_tph.. 1.358 __ 0 00 0,00 _-- 830 -- 91 ---__-0 _ _--0 0 0 __P_ 0 0 6 c)AEDexrumon 0 1810 Envelope losstgain 0 0 12480 13199 12 a) Infiltration 0 0 1664 194 b) Room ventilation D 0 0 0 13 Internal gains. Ocarpants@ 230 0 0 4 920 Appliances(other 01 1 2895 Subtotal gins 6 to 13) 0 0 14145 17208 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 0 14145 17208 151 DUdloads 0%10%1 0 0 31% 22% 4387 3730 Total room load 0TO 18531 20938 Air required(dm) 0 767 767 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightts-oftp 2019-Ju-26143405 Right-Sute®Unversa1201313.010 RSU10077 Page 2 rual UME6 Bay Lane,LLC1B6 Bay Lane,LLC nip Calc=MJB Frord Doorfaces W IN�Ot� Right-JO Worksheet Job: (Unconditioned) Date: June 26,2019 HEAT rs�+caot.ird5 By. GWS Kolb Mechanical Corp. 11500 Old Sound Ave.,Mathhrk,NY 11952 Phone.(631)298-5527 Email nib@kolbmechancal mm Web kolbmediancal com 1 Room name (Unconditioned) Basement 2 Exposed vrall 287.6 ft 1966 It 3 Room height 92 ft 80 ft uncondit 4 Room dimensions 1.0 x 2041.5 ft 5 Room area 2871.3 it= 2041.5 ft Ty Constructon Ll-value Or HTM Area (it2) Load Area (ft2) Load number (BhuhNFL-F) (BtuhNrl or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cad Gross N/P/S Heat Cod Grass N/P/S Heat Cool __� .__ _.__,_.__r._.__w _ 6 12FOsw"' 0.065 n 000 0 _,_ ,_._ 0_ _a._ P®.;0- ., O _`-G 1D c2ov __ _...._,_,.._0.570_..n_ X0.00.�-.__-0.00._....,-...._0.____-__D - m._...0 --o ,_.'�.�0.__ :_.0 v_0 0 W 15B-Oo-80488 n 0.00 0.00 23_ 23 0 0 23 23_ 0 0 12FOsw _- 6'0-65 ne -0 00 Id 0-0 ' 270 -245�` -10---0 _' --0- 0 0----o 11 10B-v 0.600 ne 0.00 0.00 ,25 D 0 0 0 . 0 0 D 1 D-c2ov 0.570 ne 000 0.00 0 0 0 0 '0 '0 0 0 Q:i ovd _ ---0.U-0-ne,_ 0 00_._..,_0.00___0_�.^0 D _r 0 _.�_ 0�__. Y 0 - _ 0 -0 W 12FOsw 0 065 ne 000 0.00 0 0 �0 0 0 0 0 0 _ 1 D-c2ov _„ . _"_ _ _ _0.570 Tne ., 000 000---:-, 464 0, 0 _ _ 0 0 0 0 _ ,_,_0 0 W 15B-Oo•8• _ � 0.488, ne� . - 0 00 0 00- .-, 464 �.T �443 '- 0-' .� _-0 464---443� "" `0 1OB_,, _0.600-ne_-___..0.00 0.00 21 - 0_ ____'_0 _._.____._-0-_.--21 0 a '_0-___0 W 12F-09N0.065 e 000 000 0 0 0 0 0 0 0 0 L-G 1 D-c2ov 0 570 e 000 000 0 0 0_ 0 D 0 0 0 12FOsw 0065 a _.x_0.00,� 0.00 0 0 0 0 0_ 0 W 15B&0o-8 OA88 e 000 000 23 _ 230a 23 23 0 0 W 12F-09N - 0.065 ss -60-6 O.OD -�' 06�' -.96 -7. 0 -0 " 0'T'----7-0-0^ 0 t-G 1D�2ov _._._w_.. .._ 4_. 0570-.se..-.-._o00 __- 00 _.._,..._RO 0 .:._-.,.0 _:_., -0 _0 __....w ..0 W 12F09w 0 065 se coo 000 0 0 0 0 0 0 D 0 V�V 15B-Oa8 ''_•'�„"'"-_--0.488-ii- -' _ 000• '000--284 r. �"-276 �' °0• 0 - 284 '276' 0 --0 --Q.570._se_-- 0.00 -0 00-_;_8. - 0. _0�_..,._0 B-_ 0 --D �0 IW 12F-Ow0 065 sw 000 000 276 236 0 0 TM 0 0 0 0 10&v 0 600 sw 000 000 0 0 0 0 0 0 0 0 1 D-c2ov 0 570 sw 000 000 400 0 0 0 010 0 �j 12FOsw 0065 9N' 0.00 000 0 -�0 0 0- 0 0 0 - 0 �G 1D c2ov - 0.570__sw ; _0.00_.w,,_000._-,,,._.;_0_�0-; 0 _.0__. ____o'_____.0_ _0 W 15B-0o-8 0488 sw 0.00 0.00 _496 496 0 0 496 496 0 O -_ _.__.. .-,.._.-.___ _._ v_-_ 4M` 27,0 , 0 0 ._ 0..,. �j 12FOsw - 0065''nw 0.00.`.'' 0.00 450 180 !_D _11JO . --000O-nw-_ ' 0.00_000_;_ _ _0 0 0_' 0 W 12F-Ow 0 065 nw 0.00 000 0 0 0 0 0 0 0 0 W 15&Oo 8 y+ 08 nw_=0,00=OAO�--264'` 284^' 284--- �{U PI - 12FOsw 0 065 - 000 000 0 0 0 0 0 0 0 0 '-G 1013-v 0 600 n 0.00 000 0 0 0 0 0 0 0 0 C-- 16B-30adw_-. -0.032_ --- 0.00 x 0.00--824 824 0-----0-_ 0 _-_0_,__,__O L .0 C_ 16C-30al _0 032_ 0.00 0.00 D 0 0 0 _ 0 __ 0 0 0 Cw, C partoediri9. � ----0-0 ' =OAO --0.00: -0--- --o _P-O C C part ceding, 0 034 000 0.00 22 22 0 0 22 22 0 0 F 19Pr30_bswp ___0.034 _-__'D00"0.00- - _ 0 F 19A-30bswp 0.034_ 000 000 0 0 0 0 0 0 0 0 F 19A 30bswp� -0._0_34 __ 0.00 =0.00 0,-____ 0 0 �__ 0 � 0��_ 0---0 F 19C-19cscp_ T 0.049 - 0 00--9.09 0 0 _ 0 _ 0 _0 0 0 0 0.020 -_000_ O.OD_2042 2042_' ,0 w_ _ 0 "_2042�� 2042 00 F 22Prtph _ _ 1.358 _ _ 0 00 • 0 00 830 _ 91_ 0 -T 0 _ 0 _ 0 0 0 6 c)AED e)=rslon 0 0 Envelopelossrgain 0 0 0 0 12 a) Irfiltraton 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 230 0 0 0 0 Appliances/other 0 0 Subtotal Oines 6 to 13) 0 0 0 D Lessexemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistnbuton 0 0 D 0 14 Subtotal 0 0 0 0 15 Duriloads 0%10%10 0 0%10%1O 0 Total room load 0 0 0 :10 Airrequired(dm) 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 'Off'wrightsoft• PjgN_Sute®Unversal201313.0.10RSU10077 2019-Jcn-26143405 A ..nual'J'W Bay Lane,LLM6 Bay Lane,LLC.np Calc=MJ8 Frort Door%oes W Page 3 I b Right-J®Worksheet Job: (Unconditioned) Date: June 26,2019 HEATIL NCn+C0011.INZ By. GWS Kolb Mechanical Corp. 11500 Old Sound Ave,Mathtudc,W 11952 Phone(631)298-5527 Email vda@kolbmediancal com Web kolbmecancal com 1 Room name Garage 2 Exposed wall 910 It 3 Room height 120 It uncondit 4 Room dimensions 10 x 829 8 ft 5 Room area 829 8 ft' Ty Construction U-value Or HTM Area (ftp Load Area Load number (StuhAFL-F) (B or or perimeter (ft) (Btirh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 -a 12�Osw°° 0.065 n .0.00 0 00 --70' D 0 0, G_1D-c2ov_._ _.u._0.570 ._n..__ .0.00. .:_.= 0.OD._u. .. _0 _._:_..._0-,_ ' 0:. % w1 5B-OA 0488 n 0.00 000 0 0 0 0 _--....,_. 12F-0sw_,_-•_._ _. '-'--'6065ne '. 000 -'s�-000 -..�_..�0 ..-245 . ;�_ .�.__ -L..,O - 11106-v 0.600 ne 0.00 0.00 25 0 0 0 ' 1D-c2ov0.570 ne, 0.00 0.00 0 0. 0 0 1D-i2ovd.-._.,,.__ __. a 0.570,ne-,._ .0.00 .'_,0.00 __,0 . .-_..... __. . 0 .:-_ .0 W_ 1217-0sw 0.065 ne 0.00 0.00 0 0 0 0 r - 0 _ .___ _ ..___ W_ 1 D-c2ov 0 570 ne 000 000 0 0 0~ 0 488 ne 0 00 - 0 00 0 0 . ..10&v.A_�..__, ,.._.0600_.ne. --0.00 ._. 0.00.._____.0_._...,__._.0. ._.--0 12FOsw 0 065 e 000 000 0 0 0 0 1 D-c2ov 0.570 e 0 00 0.00 0 0 0 0 W._0 W 15B-oc-8 0 488 e 000 000 0 0 0 0 __., _,.._ _.._ __.__.._--_t_--7-6'66_.__r��._ ,_ ...__. __..._,-___ �j 12FOsw e 0 065 se 0.00 96 96 = D 0 �-G,.1_D,r2ov.._-v.._..=_ ___....._0570 :_se _--000.._. _0.00._.,.:._ _.0.,._._.t ._.0_. __. 0:_. 0 .. .-._ .__:__.,__--- W 12F09w0 065 se 000 000 0 0 0 0 _.. --0.488.._ _ _.0.00 -d.-06- 0 _o o ._.o -L---G 1D-c2oV-.-r____w_ .__ 0.570._se_.-`_0.00 0.00 .. 0 tea__-_0 W 12F-09N 0 065 sw coo 000 276 236 0 0 E210&v 0.600 sw 000 0.00 0 0 0 0 �-- 1 D-c2ov 0.570 sw 000 0.00 40 0 0 0 12FOsw _ 0 065 Sw .- 0.00 �, 0.00 0, 0 0 0 • - M__� 1D�2ov._ z.._w_.___0.570_svL- --0.00.___.0.00= __0 _.-_0 ,.0. __.0._... W 15&00.8 0488 sw 000 000 0 0 0 0 \T 12,O%N' 0 065 nw odd 0.60 450 180 0 ", 0 SD_11J0____ __._.__ .__-,_0:600:nw___..000 _ `0.00 a._._-270 270 =- ."0 --__.:.._0 w__. ,12F-09N_ . .___,.,.._ ...... 0.065_nw ..-000. ._ 000 a.__.._. r0... __ _9 0- n - :_M-04d _•;._ .._-9oo - . ._r_o.,__._ P 12F09w 0 065 - 000 000 0 0 0 0 10&y __ ___.e_-., 0 600-_n__,-0 00_ 0 00 0 0 C .- -16B,30ad__ .._ __U 032._.__ _.-, .„x,^0.00 0.00 w,:824 v,,_.. I24 C16C-3Oal 0 032 coo 0 00 0 0 0 0 - - _...- --_--__ .,..__ to-- --- ._ - - -_- _. ._00 0 C C part ceding, ry0 034 - 0 OD 000 0 0 0 0 F _w 19Ar30bswp T_ _0.034 0.00. _ 000:_ ._. . 0 F 19/>-30bs W 0 034 - 0.00 000 0 00 0 F w 1sPr3obswPA :. T,.o.D84 F_-_- 19C-19cscp0.049 - _ 0.00 0.00_-_ 0 __0 0 0 F 21A 32t _ 0.020 _-_.. ._. 0.00_._._.0,00.: _... 0._ _._.'._._0..u_. _..,_.._0 _0 F 22A-tph _ _...__q� - 1.358 - 0 00 0 00 830 91 0 0 6 c)AED excursion 0 Envelope loss/gain 0 0 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains. Occupants @ 230 0 0 Applianoes/other 0 Subtoted Oines 6 to 13) 0 0 Less erdemalload 0 0 Lesstransfer 0 0 Redistnbuton 0 0 14 Subtotal 0 0 15 Ductloads 0% 0% 0 0 Total room load OF 0 I I Air required(dm) 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Right Sunversa teOUl201313.01ORSU10077 2019-JuF26143405 ` py Page 4 nual'JW6 Bay Lane,LLC1B6 Bay Lane,LLC.r p Calc=MJB Front Doorfaoes W ® Ot� Right-JO Worksheet Job: AHU 1 Date: June 26,2019 HEATtN'G+COOL$W5 By. GWS Kolb Mechanical Corp. 11500 Old Sound Ave,Mattitirk W11952 Phone.(631)2985527 Email ufo@kolbmec ancal wm Web kolbmec ancal com 1 Room name AHU 1 Zone#1 2 E)iposed wall 162 6 ft 162.6 ft 3 Room height 9.9 ft 9.9 ft heat/cool 4 Room dimensions 1.0 x 2027.0 ft 5 Room area 2027 0 iF 2027.0 ft Ty Construction U-value Or HTM Area (ft2) Load Area (fl Load number (Btuhfil2L-°F) (BWhAF) or penmeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIPS Heat Cool 6 12X05_ --,---m---- 0.065 n .�3 90-' -6'99--' 25'' V 15 '-59 ---1,5 !a G 1D-c2ov __._', 0.570 _n- _ 3420 18.17,__,__-__10__ -0_-_ 356 169 _� 10--0-- _356 _j 89_ W _ 15B-Oo-8 0488 n 000 0.00-- 0 0 0 0 0 0 0 0 W 12X05_ 0065 ne 3.9D M 6.99 652 �� 485 _ 1891-- 482 652 485 1691 ' _482 11 10&v 0.600 -ne 0.00 _ 0.00 0 0 0 0 0 - 0 0 0 (-G 1D-c2ov 0.570 -ne 3420 41.96 7.1 0 2431 2982 71 0 2431 2982 Qavd_ _ _-_ __-_^0.570_ne_-_3420 IW 12FOsw 0 065 ne 000 0.00 0 0 0 0 0 0 0 0 L-G 1D-c2ov _ 0570 ne �, 0.00 000 -_0 0 .__-0, .r .__0 0 0 0 0 Wr _ 15B0o8, 0.488 ne 0.00 - 000 0 0 0 ,0 0 -G_10&v _ 0.600-ne_X0.00__.___0.00- 0 ___-_0 0-._u0----0---0-- -0 U11 12F-09N0.065 a 3.90 099 25 15 59 15 25 15 59 15 L--G_ 1 D-2ov 0.570 a 3420 60.12 10 0 356 626--- 10 0 356_ 626 Mf- 1'2_F'Osw �- 0 065 e __O.00 0.00' 0 _ .; 0-T -0�--P 0 0_ 0 0 W 15B-OD-8 0488 e0 00 0 00 0 0 0 0 0 0 _ 0 0 1�l 12X05_" _ 0.065 Se -3.90 099 432' 375"1461 - 372 432�' 375 1461 372 _1Dt2ov_„-.._,_..- _ __0.570 ,_se--_.34.20_ -51.90_---_,.57 ... _0_,.- _,1949 -_„-2958_..._._.d,57__M,._m _0. .__ 1949-,,-2958 W 12F096v 0 065 se 000 000 00 0 0 0 0 0 0 µ1l 15B Oo-8' - 0.488 se, - ' OA0 O .00-- 0 0 0-__-O_ 0---O 0 __..0 1 D_c2ov 0 570 e_ 0.00_ 0.00 0„�,__0 0_0 0 0 _ `_ 0 0 s " W 12F09w 0 065 SN 3.90 0.99 684 459 1792 457 684 459 1792 457 El10B-v 0600 sw 36.00 27.15 21 0 756 570 21 0 756 570 1 D-c2ov 0 570 sw 3420 51.90 203 0 6944 10538 2030 6944_ 10538 12 �j X08_' 0.065 sw 0.00^ 0.00 0 0 0- . 0 0-m 0 0 0 !G. 1D-c2ov�_ _ _,_0570__sw._.._0.00 .x_0.00---,-.0 _---Q _ -0_"-_0 ._,.---0 _ -_._0_ -0 W 15B-Oo-8 0 488 sw 000 0.000 0 0 0 0 0 0 0 W___- 12X05_- -- 0.065-nw "-'-8'90 0.9'9 _ -166'--.__166--'647 165 '-_186^'--"166-----6'4f7- 11J0 _ ____0.600 _nw U00_0.00 0 . 0 _ - 0_^0__0 0, 0 W 12F-Ow _ 0.055 _nw 0_00 0.00 _0_ O 0 0 0 0_ -0 0 0.488--6 _ 0.0_0 0.00___0-__0�- _0_ 0 0__ 0 �- 0 _ _0 P 12F-09N 0.065 - 390 0.51 297 276 1076 142 297 276 1076 142 1 OB-v 0 600 n 3600 10.71 21_ 0 756 225 21 0 756225 C`_ 168_30ad_ 0.032_J_-4 _____ 0.00__-0.00_ _r0_ 0 _.0_ - 0_._, Q_--- 0-,---0-- __0 C 16C-30a1-_-_,_ 0 032 ,1.92 1 28 237 237 _ 456 304_ _237 _237 456 304 C C I:i o if g,�„___.-__'N-0.034_ .2.07 _.m..,0.86 _� '594 X594 9229 _ 512 _ 594 594 -_1229----612 C C partceiling, _ 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 19fE30bswpe 0.034 1.71 0.37 8 _ 8 Ti 13--3_�_,,_8' _8 13_;=3 F 19A-30bswp 0.034 - 0.00 0.00 0 0 0 0 0 0 0 0 AD - 0.00__- U-0__--._ 0___---Q .0-_---P-_,___0 0.049 1 02_ , 0 F 19C-19 _ 022 2019 2019 _2058 _M446 - 2019_ 2019_ 2058 446 -F 21A:32t -_0.020_T _0 00_. 0.00"- 0 -0^w_0 1 358 -_ ----000_ 000-- 0_ 0 _ 0-------o _0 a- D._ 0 6 c)AED excursion 58 58 Envelope losslgain 27573 25088 27573 25088 12 a) Infiltration 2603 304 2603 304 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 230 4 920 4 920 Appliances(other 55851 1 5585 Subtotal(hnes6to13) 30176 31897 30176 31897 Lessekemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 30176 31897 30176 31897 15 Ductloads 10% 3% 3033 848 10% 3% 3033 848 Total room load 33209 32745 33209 32745 Airrequired(dm) 1400 1400 1400 1400 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Z-_ 3405 IZU �wrightsoft' Right Sute®Unversal 201313 0 10 RSU10077 2019-Jut-261 Page 5 nual UM86 Bay Lane,LLC186 Bay Lane,LLC rip Calc=MJ8 Front Doorfaces W 1 [ i �� Right-J®Worksheet Job: AHU 2 Date: June 26,2019 HtAT dt By. GWS Kolb Mechanical Corp. 11500 Old Sound Ave,Mathtudc,W11952 Phone(631)298-5527 Email irfo@kolbmediancal com Web kolbmechancal com 1 Room name AHU 2 Zone#2 2 E)posed wall 158.5 It 1585 ft 3 Room height 80 It 80 ft heat(bool 4 Room dimensions 1.0 x 1216 4 ft 5 Room area 12164 W 12164 ft= Ty Construction U-value Or HTM Area (ftp Load Area (ft2) Load number (BtuhAt;°F) (BtuhA?) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 �j � 12FOs+v _.- 0065 Y.n _--_-----,_._0 �1l , 0 0 L-G.1D-c2ov.•_•-._, _._, 0.670_,n_�. 0.00 _ .J.00 _ 0 0 ., my 0 m.. x 0.n _._ :_ 0 ._ ._0,..e..._ _.0__,_._.Ty. ._0 W 15B-Oc-8 0 488n 0 00 0.00 0 0 0 0 0 0 0 0 12FOsiv _ 0.065_ne m 0.06 --._0.00 _ --.U_ -. .._.0 _ 0. _-m-a------- a___-.,.0.._.__ _._,.0 .__ w O _.0 11 1013-v 0.600 ne -0.00 0.00 0 0 0' 0 0 0 0 0 1D42ov 0.570 ne 0.00 0.00 0 0 -0 0. 0 0 0. 0 ._0.570_ne_ :... .0.00 _.;__.,0.00__ _.. __0_. .., 0 --. .:O:----_w.0 --.1-0_.._._0 ._.- _._0 .__,_ 0 W 12F-09N 0 065 ne 390 099 328 278 1083 276 328 278 1083 276 1D-(2ov._ r : _ 0570 ne 3420_,- 4196 0 1724 2115 _, y50_ 0 1]24 2115. 50 W 15B-0o� 0.488 Vne- -000 "0.00_,_ 0�_.' ; _0....._-__v,.0 ._ 0 , O _.•0 �.�_... .c0 ..,�` ,rv0 AOB-v __ _. _.._.0.600-'ne. ...._--._0.00 _ 0.00�._ �_0_. _._._...0_ 0 _.__.__0__-. _ 0-- --_0_. __. '0 12FOsw 0.065 e COO 000 0 0 0 0 0 0 0 0 1 D-c2ov 0.570 e ---000 0.00 0 0 0 0 0 0 0 0 28_ = 110 .__..v_._28 W 1613-00-8 0 488 e 000 0 00 0 0 0 0 0 0 0 0 __.._._._... ---.., "-...._._. _ 12FOsN 0.065 se O.OD . 0.00__, -_._. 0 .._ _.__0 e_. _. _ U. __ O_. 0 0 0 0 .1D-c2ov_ ..._. . ._.-0.570-se- .....__0.00 _...0.00 _ _.0 -0-----o W 12F09w0 065 se 3.90 099 272 272 1061 271 272 272 1061 271 0486 'se _ -'d-66. 0.00 __ ...._-0_.,.. 0 .,_, ,-.:0 0 0 0 0 0 _u0, _._-.-0:_ ,.. -0, ,:_..w ._O.y_3_,.._-0- -,_.__._0 0._.. ,.,._-.__O. IW 12FOsw 0 065 sw 0.00 000 0 0 0 0 0 0 0 0 10&v 0 600 sw 000 000 0 0 0 0 0 0 0 0 1 D-c2ov0 570 sw 000 COO 0 0 0 0 0 0 0 0 3.90 0.99 8 228.� 889 227_<.. _.._948,_.P 228_ .. 889 227 0.570 sw___x-3420 ,5190 ...x.- I20- 104 6228 ___1200._ 4104-_-_6228 W15B Oo-8 OA88 9N 000 000 0 0 0 0 0 0 0 0 1�V! rnv 000 _O: _,. __a 0_._ ___.__.Q __._-_.._0__ 0.._'_._ 0_._._._._0 _.--,_,__..0,600,_,nw ____0.00 ___000._. 0. ,.---0__..., _0__:.___ 0.:...,_ .:_0 - _, _ . -- 292 1139 290_ _ .n,292 __292. 1139 _. 290. W 12F-09N 0.065, r>tiv_._ 3.90 0 99,, 292 000- __0.00 ----o :. ._0._ .-___.0 . 0 P 12F096v 0 065 - 000 000 0 0 0 0 0 0 0 0 _� 10B v _ _ 0 600 n 000 __0.00_ _ 0 -- _ 0 _.-- 0_ 0 0 0 0 _ 0 _C 16¢30ad __ _-..__T 0.032 W- 1.92_w _1.6q . 1218 r:-__-12'16, ., _.2335 :, ,. 1946 . ,. 1216 _. .,1216 u_ 2335. __1946 C _ 16C-30al 0 032 - _ 0,00 '000 00 0 0 0 0 0 0---- 0 0 - .. 0.034 -'-- -- _ _ _. •_-,.----,_._.--.---.-_P__.-----:..-____� C__.- . C partm ing..._ �. z _..__ 0.00.. -_a 0.00:..w._. _0,__.:._..._0 _0---___r 0..__..__ ._0__ .__,0_____O_ 0 C C partoeilrng,, _ 0.034 000 0.00 0 0 _ 0 0 0 0 0 0 -__ :w 0.034 _r_ 0.00 _. 0.00 w. -_ 0 --..0 u_ .0._ _ _0 __a 0 0 `0 r F_ _ 19H 90 T 0 _.__.0034,_: -'--.-,.7 1 _0.37 . 15 15 26 6 15 15 26 6 _._ _- bswP 034 - ._ ._ .__- -- _.._.-- 26 _..,__._._. -.--. r--.15 __ _..--.._ 6.__..a_ 6_. _.._...10"..._. .-_.2: 6 ._. '...._6 . _._._..JO . .,_._2 F19C-19cscpr ,._..._. _ 0049- - 000....,_ 000 0 ... ..,_..,0_...� 0._ _0. ... _._..... 0 ____..,..0 0. _ ..___._.0.00_.. •..r___0_ _ a._0'.;.�..' _0 _Y 0: ___..c. 0 .0. 0..,..w._. ..0 F 22F-tph _ 1 358 0 00 0.00_ 0 0 _0.,_. _..._._0.._ 0. -0 ---'.--0 0 6 c)AED excumon 1810 1810 Envelope loss/gain 12480 13199 12480 13199 12 a) Infiltration 1664 194 1664 194 b) Room ventilation 0 0 0 0 13 Intemal gains, Occupants@ 230 4 920 4 920 Appliances/other 2895 2895 Subtotal pines 6 to 13) 14145 17208 14145 17208 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redusfnbuton 0 0 0 0 14 Subtotal 14145 17208 14145 17208 15 Ductloads 31% 22% 4387 3730 31% 22% 4387 3730 Total room load 18531 20938 18531 20938 Air required(clm) 1767 767 767 767 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -F[17 wtriglroft~ cWV 2019-Jut-2614 34 05 Rght-Sute®Unversal 2013 13.0.10 RSU10077 Page 6 nuaI'Js\86Bayl-ane,LL086Bayl-ane,LLCnp Calc=MJ8 FrortDoorfaoes W ko 'bKnoedier Loads for Multiple Orientations Job: Date: June 26,2019 • Res By: GWS HEATING Kolb Mechanical Corp. 11500 Old Sourd Ave.,Mathturk,NY 11952 Phone(631)298-5527 Emad vdo@kolbmechanral.com Web kolbmechancal corn Project • • For Edward Knoedler 1575 Laurel Trail,Laurel,NY 11948 Design Conditions Location: Indoor. Heating Cooling Suf blk CountyAFB,NY,US Indoor temperature(°F) 70 72 Elevation- 30 ft Design TD(°F) 60 13 Latitude: 41'N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 47A 33.5 Dry bulb(°F) 10 85 Infiltration: Daily range(°F) - 16 ( M ) Wet bulb(°F) - 71 Wind speed(mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load(13tuh) 45690 35025 45379 51071 46123 36785 4.8314 52908 Latent Load(13tuh) 8814 8814 8814 8814 8814 8814 8814` 8814 Total Load(13tuh) 54504 43839 54194 59885 54937 45600 57129 61722 HeatingAVF(crm) 2167 2167 2167 2167 2167 2167 : 2167 2167 CoolingAUF(dm) 2167 2167 2167 2167 2167 2167 2167 2167 Building Orientation Cooling Load 80000-- 60000-- 40000-- 20000-- 0 00006000040000200000 N NE E SE S SW W NW Direction Front Door faces Current Orientation: Front Door faces West Highest Cooling Load: Front Door faces Northwest Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 1�r1 2019-A rr2614 34 07 Poght-Sute®Unversa1201313 0 10 RSU10077 Page 1 rwaI'A86Bay Lane,LLCO6Bay Lane,LLCxW Calc=MJ8 FrontDoorfaoes W Loads for Multiple Orientations Job: NkolbAHU Date: June26,2019 1 By. GWS HII ATING+COOLING Kolb Mechanical Corp. 11500 Old Sound Ave,Mattitudc,NY 11952 Phone(631)298-5527 Email ndo@k°Ibmechancal cam Web kolbmechancel.cDm Project • • For. Edward Knoedler 1575 Laurel Trail,Laurel,NY 11948 Design Conditions Location: Indoor: Heating Cooling Suffolk CountyAFB,NY,US Indoor temperature(°F) 70 72 Elevation: 30 ft Design TD(°F) 60 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 47.4 33.5 Dry bulb(°F) 10 85 Infiltration: Daily range(°F) - 16 ( M ) Wet bulb(°F) - 71 Wind speed(mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West- ; Northwest Sensible Load(Btuh) 29125 22043 29479 32144 28908 22312 29471 32804 Latent Load(13tuh) 5059 5059 5059 5059 5059 5059 :5059, 5059 Total Load(Btuh) 34184 27102 34538 37203 33967 27371 = 34530 37863 Heating AVF(dm) 1400 1400 1400 1400 1400 1400 1400 1400 Cooling AVF(cfm) 1400 1400 1400 1400 1400 1400 1,40Q 1400 Building Orientation Cooling Load 40000-- 30000- 0 0000300000 J 01 — 2DODO O O U m 0 10000-- 0 N NE E SE S SW W NW Direction Front Door faces Current Orientation. Front Door faces West Highest Cooling Load: Front Door faces Northwest Calculations approved byACCAto meet all requirements of Manual J 8th Ed. a Wrl htsoft* 2019-Jvr2614 age34 2 WgFd-Sute®Unversal 201313 0 10 RSU10077 Page 2 AkCCK .1 Vs1B6 Bay Lane,LLCtB6 Bay Lane,LLC nip Calc=MJ8 Front Doorfaces W i kolbLoads for Multiple Orientations Date: June 26,2019 (Unconditioned) By: Gws HEATih)G+COOLING Kolb Mechanical Corp. 11500 Old Soud Ave,Mathhrk,NY 11952 Phone(631)298-5527 Email ufo@kolbmec ancal c°m Web kolbmed-oncal com Project • • For. Edward Knoedler 1575 Laurel Trail,Laurel,NY 11948 Design Conditions Location: Indoor: Heating Cooling SuffolkCountyAFB,NY,US Indoor temperature(°F) 70 72 Elevation. 30 ft Design TD(°F) 60 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 47.4 33.5 Dry bulb(°F) 10 85 Infiltration: Daily range(°F) - 16 ( M ) Wet bulb(°F) - 71 Wind speed(mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West. Northwest Sensible Load(Btuh) 0 0 0 0 0 0 - 0' 0 Latent Load(Btuh) 0 0 0 0 0 0 n 0 0 Total Load(Btuh) 0 0 0 0 0 0 0 0 HeatingAVF(dm) 0 0 0 0 0 0 " p 0 CoolingAVF(dm) 0 0 0 0 0 0 0 0 Building Orientation Cooling Load 1 0.8 r m v 0 06 m c 0 0 U m 04-- "6 r 02-- 0.0 20.0 N NE E SE S SW W NW Direction Front Door faces Current Orientation: Front Door faces West Highest Cooling Load: Front Door faces North Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wri ht sof , 2019-Ain-26 14 34 07 9 Poght-Sute®Unversal 201313 010 RSU10077 Page 3 ACCA nual'J'st86 Bay Lane,1-1-086 Bay Lane,LLC np Calc=MJB Front Doorfaces W e a Loads for Multi le Orientations Job. Date: June 26,2019 NkolbAHU 2 By: GWS HEATING+COOLING Kolb Mechanical Corp. 11500 Old Soud Ave.,Mathhrk,NY 11952 Plane(631)298.5527 Email ufo@kolbmec ancal.mm Web kolbmec aural mm Project • • For. Edward Knoedler 1575 Laurel Trail,Laurel,NY 11948 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB,NY,US Indoor temperature(°F) 70 72 Elevation: 30 ft Design TD(°F) 60 13 Latitude: 41'N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grub) 47.4 33.5 Dry bulb(°F) 10 85 Infiltration: Daily range(°F) - 16 ( M ) Wet bulb(°F) - 71 Wind speed(mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest `, West Northwest Sensible Load(Btuh) 16872 13174 16592 18927 17215 14646 . '18844 20713 Latent Load(Btuh) 3755 3755 3755 3755 3755 3755 . , 3756- 3755 Total Load(Btuh) 20627 16929 20347 22682 20970 18402 . 22599 24469 HeatingAVF(cfm) 767 767 767 767 767 767 , ' _ ..767 767 CoolingAVF(dm) 767 767 767 767 767 767 767 767 Building Orientation Cooling Load 25000-- 20000-- 15000-- R 50002000015000O O U m 10000-- 15 r 5000-- 0 N NE E SE S SW W NW Direction Front Door faces Current Orientation: Front Door faces West Highest Cooling Load- Front Door faces Northwest Calculations approved byACCAto meet all requirements of Manual J 8th Ed. W rl) htsoftp 2019-dun-26 14 34 07 �w�.+ RightSute®Unversa1201313010RSU10077 Page4 dKCCK ..nal'JW6BayLane,LLC1B6Bay Lane,LLC np Calc=MJ8 FrontDoorfaces W I � Load Multizone Summary Report Job: RMC Date: June 26,2019 By. GWS HEATING+COOLING Kolb Mechanical Corp. 11500 Old Soud Ave,Matht xic NY 11952 Phone(631)298-5527 Email irdo@kolbmediannl com Web kolbmedranral com Infiltration Summary Heating Cooling ZONE NAME Volume ACH AVF HTM Volume ACH AVF HTM ft' dm Btuh/ft' ft' erm Btuh/ft2 AHU 1 20142 0.12 39 1.3 20142 0.06 21 0.2 (Unconditioned) 0 0 0 0 0 0 0 0 AHU 2 9731 0.16 25 1.3 9731 0.08 14 0.2 Knoedler Res 29873 0.13 65 1.3 29873 0.07 35 0.2 Loadand AVF Summary ROOMNAME Area Htg load Clg load HtgAVF C1gAVF ft' Btuh Btuh dm dm Zone #1 2027 33209 32745 1400 1400 AHU 1 2027 33209 32745 1400 1400 Basement 2042 0 0 0 0 Garage 830 0 0 0 0 (Unconditioned) 2871 0 0 0 0 Zone #2 1216 18531 20938 767 767 AHU 2 1216 18531 20938 767 767 Knoedler Res 6115 51740 53683 2167 2167 2019-Jur2614 34 08 wrightsof ' Right-Sute®Unversa1201313010RSU10077 Page 1 JCCk nual'S06Bay Lane,LLM86Bay Lane,LLC np Calc=MJ8 FrontDoorfaces W {. a N AO-Ground Level �8aserrient Job#: Kolb Mechanical Corp. Scale 1 138 Performed by GWS for: Page 1 Edward Knoedler 11500 Old Sound Ave Right-Sude®Universal 2013 1575 Laurel Trail Mattituck,NY 11952 13.0.10 RSU10077 Laurel,NY 11948 Phone (631)29& 2019-Jun-26 14 34275527 ,,.y Lane,LLC�86 Bay Lane,LLC.rup kolbmechanlcal.com Info@kolbmechanical.com N A1-First Floor Zone#1 Dara Job#: Kolb Mechanical Corp. Scale: 1 :'l 38 Performed by GWS for: Page 2 Edward Knoedler 11500 Old Sound Ave. Right-Sude®Universal 2013 1575 Laurel Trail MatfrUck,NY 11952 13.0.10 RSU10077 Laurel,NY 11948 Phone.(631)298-5527 2019-Jun-26 14 34 27 kolbmechanical.com info@kolbmechanical.com y Lane,LLC186 Bay Lane,LLC.rup N A.2-Second Floor a zone ; Job#: Kolb Mechanical Corp. Scale: 1 : 138 Performed by GWS for: Page 3 Edward Knoedler 11500 Old Sound Ave. Right-Suite®Universal 2013 1575 Laurel,Trad Mattituck,NY 11952 13.0.10 RSU10077 Laurel,NY 11948 Phone:(631)298-5527 2019-Jun-2614 34.27 koibmechanical corn info@kolbmechanical.com y Lane,LLC\86 Bay Lane,LLC.rup r'd Duct System Summary Job: Nkolb Date: June 26,2019 (Unconditioned) By. Gws HEATI€' G+CC7{7LING Kolb Mechanical Corp. 11500 Old Soul Ave,Mathhrk,NY 11952 Phone(631)298-5527 Email udo@kolbmechancal cam Web.kolbmechancal mm Project • • For Edward Knoedler 1575 Laurel Trail,Laurel,W 11948 Heating Cooling External static pressure 0 In H2O 0 In H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/return available pressure 0.000/0.000 In H2O 0.000/0.000 In H2O Lowestfriction rate 0 in/100ft 0 In/100ft Actual airflow 0 dm 0 clrn Total effective length(TEL) 0 ,ft ,; wrlghtsoft' WghFSute®Unversal201313 0.10 RSU10077 2019-Jur261 Page Ach 1 Page 1 .nu31'J's186 Bay Lane,LLC186 Bay Lane,LLC np Calc=MJS Front Doorfaces W Duct System Summary Job: NkolbAHU Date: June 26,2079 1 By: GWS HEATING+COOLING Kolb Mechanical Corp. 11500 Old Soul Ave,Mathtudc,NY 11952 Phone(631)298-5527 Email mfo@kalbmechancal mm Web kolbmechanral mm Project • • For Edward Knoedler 1575 Laurel Trail,Laurel,NY 11948 Heating Cooling Extemal static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 In H2O Supply/return available pressure 0.216/0.084 in H2O 0.216/0.084 In H2O Lowest friction rate 0.080 in/100ft 0.080 In/100ft Adual airflow 1400 dm 1400 dm Total effective length(TEL) 334 ft SupplyDetail Table Design Htg Clg Design Diam H x W Dud Actual Ftg.Egv Name (Btuh) (Cfm) (crm) FR (In) (In) Matl Ln(ft) Ln(ft) Trunk Zane#1 c 2767 140 140 0.080 8.0 0x0 VIFx 36.0 190.0 st3 Zone#1-A c 2767 140 140 0.080 8.0 0x0 VIFx 32.0 170.0 st4 Zone#1-B c 2767 140 140 0.080 8.0 0x0 VIFx 70.5 170.0 st3A zone#1-C c 2767 140 140 0.080 8.0 0x0 VIFx 52.0 160.0 st3 Zone#1-D c 2767 140 140 0.080 8.0 0x0 VIFx 60.0 180.0 st3B Zane#1-E c 2767 140 140 0.080 8.0 Ox 0 VIFX 0 0 zone#1-F c 2767 140 140 0.080 8.0 Ox 0 VIFx 26.5 170.0 st3 Zone#1-G c 2767 140 140 0.080 8.0 Ox 0 VIFx 33.5 180.0 st3A Zane#1-FI c 2767 140 140 0.080 8.0 Ox 0 VIFX 9.0 195.0 st3 zone#1-1 c 2767 140 140 0.080 8.0 0x0 VIFx 21.0 180.0 st3 Zane#1-J c 2767 140 140 0.080 8.0 0x0 VIFx 9.0 160.0 st4 Zane#1-K c 2767 140 140 0.080 8.0 0x0 VIFX 19.5 115.0 st4A SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Dud Name Type (cfm) (dm) FR (fpm) (n) (in) Material Trunk st3B PeakAVF 140 140 0.080 336 6.9 6 x 10 ShtMetl st3A st3A PeakAVF 420 420 0.080 630 10.4 8 x 12 ShtMefl st3 st3 PeakAVF 1120 1120 0.080 840 15.0 12 x 16 ShtMeti st4 PeakAVF 420 420 0.080 630 10.4 8 x 12 ShtMetl st4A PeakAVF 140 140 0.080 420 6.9 8 x 6 ShtMefl st4 Bokl4dalie values have been manually ovemddan •`at wrogh#soft' Right-Sute@Unversal 201313010RSU10077 2019-An-26143408 +� Page 2 AM rua1'J's%6 Bay Lane,LLC%6 Bay Lane,LLC np Calc=MJ8 Front Doorfaces W Return Branch Detail Table Grill Rg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dm) (dm) (ft) FR (fpm) (in) (in) Opening(in) Mal Trunk W Ox 0 1680 1680 93.0 0.090 636 22.0 Ox 0 VIFx 2019-JttF2614 34 08 WrightgoW Rtgti-Sute®Unversal201313010RSU10077 Page 3 ne1'J's186 Bay Lane,LLC186 Bay Lane,LLC n4 Calc=MJ8 Front Doorfaces W Duct System Summary Job: NkolbAHU Date: June 26,2019 2 By: GWS HEAT]NG+COOLING Kolb Mechanical Corp. 11500 Old Solid Ave.,Mathludc,W11952 Phone(631)2985527 Email lido@kolbmec arncel mm Web kolbmec ancel mm Project Information For. Edward Knoedler 1575 Laurel Trail,Laurel,NY 11948 Heating Cooling Extemal static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.217/0.083 in H2O 0.217/0.083 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual airflow 767 rdrn 767 dm Total effective length(TEL) 295 ft SupplyDetail Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (dm) (dim) FR (n) (n) Mati Ln(ft) Ln(ft) Trunk zone#2 c 2326 102 102 0.080 6.0 Ox 0 VIFx 24.0 170.0 st2A Zone#2-A c 2326 102 102 0.080 6.0 Oxo MFx 16.5 160.0 st2 Zone#2-B c 2326 102 102 0.080 6.0 0x0 MFx 9.0 180.0 s12 Zone#2-C c 2326 102 102 0.080 6.0 Oxo MFx 13.5 170.0 st1 Zone#2-D c 2326 102 102 0.080 6.0 Ox 0 MFx 19.0 160.0 st1 zone#2-E c 2326 102 102 0.080 6.0 Ox 0 MFx 25.0 115.0 st1A Zone#2-F c 2326 102 102 0.080 6.0 Oxo MFx 25.0 180.0 st1 Zone#2-G c 2326 102 102 0.080 6.0 Oxo MFx 34.5 170.0 st2 Zone#2-H c 2326 102 102 0.080 6.0 Ox 0 VIFX 43.0 170.0 st2A SupplyDetail Table Trunk Htg Clg Design Meloc Diam H x W Duct Name Type (dm) (dm) FR (fpm) (n) (n) Matenal Trunk st1A PeakAVF 102 102 0.080 460 6.1 8 x 4 ShtMeti st1 st1 PeakAVF 409 409 0.080 614 10.3 12 x 8 ShtMetl st2 PeakAVF 511 511 0.080 657 11.2 8 x 14 ShtMeti st2A PeakAVF 205 205 0.080 368 8.0 8 x 10 ShtMeti st2 Bordrdalie values have been manuaW ovemdden Wrl Sof#' 2019-Ju}26143408 ht 9 RighESute@Unversal201313 0.10 RSU10077 Page 4 nal Us186 Bay La.,LLC186 Bay Lane,LLC rp Calc=MJ8 Frort Doorraces W TableReturn Branch Detail Grill Htg Clg TEL Design Meloc Diam H x W Stud/Joist Duct Name Size(in) (dm) (dm) (ft) FR (fpm) (n) (in) Opening(in) Mal Trunk rb6 Ox 0 920 920 82.0 0.102 659 16.0 Ox 0 VIFx 2019-Jun-26 14 34 08 wrightsoft° Pigg{Sute®Unversal z01313 0 10 RSU10077 Page 5 J+CK ...nual'J'st86 Bay Lane,LLC1B6 Bay Lane,LLC rtp Calc=MJ8 Front Doorfaces W Building Envelop and Duct Tightness Report 2015 IECC as amended by the 201JNew 'Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1575 Laurel Trail,Laurel Test Date 7/11/2019 Building Pennit#: 42572 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation: Check if: Floor Area Height Volume ❑Conditioned Basement Basement ❑Conditioned Crawl Space 1St 2065 18585 ❑sealed Attic 2"d 1262 12843 *The conditioned floor area of dwelling is calculated in 3 r 0 accordance with ANSI Z765,except that conditioned floor Attic 432 area includes areas where the ceiling height is less than 5 Total Volume 31860 Lft' CFM @50 pa 1342 Air ebanges/hr@50 p 2.53 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement Floor Area 2065 Leakage CFM @ 25pa 81 CFMI100 ft�CFA 3.92 Code Compliance: Pass System-2: 2nd Floor Duct Location Attic -------------------------- Floor Area 1262 Leakage CFM @ 25pa 49 CFM/100 ftZ CFA 3.88 Code Compliance- Pass System-3: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFAC� Code Compliance: N/A Building envelope tightiness has been verified using Instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by�the 2015 IECC as amended by 201eNew York State Supplement,Section 4033.4. Signature: `" � Date: 7/11/2019 Christopher Silvia,Home Energy Solutions • • • • COMMENTS I - AN FOUNDATION (IST) 0® ��X071 + . ' �,_,, �►------------------------- IMAMr�!'J FOUNDATION(2ND) doff MEN �11 Aly �■ rff Vol W.rAl ROUGH FRAMING& Iffl."ll", PLUMBING W&W�� ORM INSULATION PER N.Y.. 8TATE ENERGY CODE L I W v ILm _ ► _ i� LL �fw-1I. �'�! ADDITIONAL COMMENTS -- --- c / r/!7 : r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL ®oard of Health SOUTHOLD,NY 11971 (sets of Building Plans TEL: (631) 765-1802 -Nanning Board approval FAX: (631) 765-9502j �J (5lurvey Southoldtownny.gov PERMIT NO. �i leck (3eptic Form —T;t-Y.S.D.E.C. --T-pustees -- 0.0.Application Mood Permit Examined ,20 r-- r— _ —Single&Separate r _ v L__ —mss Identification Form Dorm-Water Assessment Form Contact: Approved ,20 Disapproved a/c e"�Z� LPhone: z)115ELCT_ Expiration 0 � 20Buildi I 3fV DD APPLICATION FOR BUILDING PERMIT MAR, 21 2018 Date ^` V-csrN \0 , 20J INSTRUCTIONS T(WMQFApW XMST 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. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) k State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises 6;�r6s (As on the tax r1oll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land'on whichpro osed wp kwill be done: 15� S ' Lo.,red mac= House•Number Street Hamlet County Tax Map No. 1000 Section Block L\ Lot a�.3 Subdivision C�,�,k�S Filed Map No. Lot �-- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Q Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost -} F -`(T�.be paid on filing this application) 5. If dwelling,number of dwelling unitsti LI Number of dwelling umtsl on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify,nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front _ Rear_ Depth Height Number of Stories-,1 8. Dimensions of entire new construction: Fronty�I RearDepth Height "3y ' 1 � Number of Stories ' _ 9. Size of lot: Front oI t Rear a I Depth 1F-ibk\6A a.'a.3+ia ,l-:Y +�a 10. Date of Purchase Name of Former Owner 1171t-)$1 11. Zone or use district in which premises are situated (A—( 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO_ 14.Names of Owner of premises Address hole No.C3 Name of Architect Address eAW` , hone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO_Q * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES Q`NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF tN� !\p � �k being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above nd, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. CAMILLE NOBLE NOTARY PUBLIC,STATE OF NEW YORK Swor to before me this No. 01 N06122973 day of 20�d" CommisQuasiundExpin SesfFeb olk C28,n20 Notary Public Signature of Applicant Stott A. Russell ,�a°Su '� ST0]KIA�INVA\T]ER. SUPERVISOR � z MA\IN A\G]EM]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOiTPHOLD,NM YORK 11971 Town of Southold Od MAR 212018 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT' INVOLVE ANY OF THE FOLLOWING Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Q-C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[A D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑®-E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 00 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. : 1�trQ Date District NAME: & -- �n e �` .Sl� LC}S a- .- '312c, W, Section Block Lot co C 'ti—,�-8S"7 "***FOR BUILDING DEPARTMENT USE ONLY ** Contact Information (Trkphonc Numhvl Reviewed By: — — — — — — — — — — — — — — — — — — — —Date: Property Address/Location of Construction Work: — — — — — — — — — — — l I Approved for processing Building Permit. n.�_,.�Q—� ❑ —tormwater Management Control Plan Not Required. �,C 1 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT. S.C.T.M. 1000 s� CHAPTER 236 (Property Owner,Design Professional,Agent,Contrator,Other) ® — — O 4' � ta-s A ay�3 °' Stormwater Management Control Plan CHECK LIST NAME: \<n � Section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. f; �" Date: * The applicant must provide a Complete Explanation and/or Reason for not providing OL--- -- Ito,I(� '1 ,I0 all Information that has been Required by the following Checklist! lgna[Ure Tdeph.Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item,Please Provide Justification Herel show all of the following items: a If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries 0 b. Total Site Acreage. [�0 c. Existing-Natural&Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). /! d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. n ra +� l� e. Limits of Clearing& Area of Proposed Land Disturbance. DRAINAGE INSP f. Existing& Proposed Contours of the Site (Minimum z Intervals) Contact TOS Engineering a - g. Location of all existing&proposed structures, roads, ill OR Provide EngineersCertification driveways,sidewalks, drainage improvements&utilities. that the dminaee has been installed to Lode. h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. J. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). r 1. Location of proposed concrete washout area(s). T CONTRO M.Location of all proposed erosion&sediment control measures. 0Shd1jillciudeited to: 2. Stormwater Management Control Plan must include Calculations showing n Entrance, that the stormwater improvements are sized to capture,store,and infiltrate We ion on-site the run-off from all impervious surfaces generated by a two V)inch Wire Esacked Silt Feneing, rainfall/storm event. Seeding of exp 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 0� b. Construction Entrance&Site Access. 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 d. Leaching Structures (e. .infiltration basins,swales etc.) rZ - - -- _.... -- - --- - - ------ - --- - -- - _—_- _ — _ ---- -- - - ---- - - --- - -'i **** FOR ENGINEERI G EPAOEONLY**** l Additional Information is Required. i Reviewed & l Stormwater Management Control Plan is Not Complete. Approved By: — - - - - - - - - - - 1 Stormwater Management Control Plan is Complete. ! Date: 3legl ® SMCP has been approved by the Engineering Department. FORM # SWCPeck List-TOS MAY 2014 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD � Town Hall Annex - 54375 Main Road - PO Box 1179 t�'" Southold, New York 11971-0959 ��ad SCTelephone (631) 765-1802 - FAX (631) 765-9502 �O -roger.ricliertgtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Toy (�' �a �( � Date: is ►15/I $ Company Name: '0>- ,(Q--Cic�_ Name: —3'.5 h sc k o License No.: M C 5 a,3� email: Address: — C Phone No.; JOB SITE INFORMATION: (All Information Required) Name: Address: S—I Cross Street: Phone No.: BIdg.Permit#: S email: �` Do Q der; (-,p f Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Alec--) Circle All That Apply: Is job ready for inspection?: (Y&/ NO Rou h In Final Do you need a Temp Certificate?: ES NO Issued O Temp Information: (All information required) Service Size 1 P 3 Ph Size: spa A #Meters Id Meter# ffnderground - Fire Reconnect- Flood Reconnect- Service Reconnecte -Undergroun - Overhead Laterals 2 H Frame Pole Work done on Service? Y N /0e.-j Additional Information: PAYMENT DUE WITH APPLICATION �`, �- 62-Request for Inspection Form As 1111111 Ill!IIIII If III fflll iilil Ilfli lilil fllll 111111!1 l 111111 IIIII 11111 IN 1111 SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION COVENANT/RESTRICTI Recorded: 01/16/2002 Number of Pages: 11 At: 01:24:39 PM LIBER: D00012163 PAGE: 775 District: Section: Block: Lot: 1000 125.00 04.00 024.003 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $33.00 NO Handling $5.00 NO COE $5.00 NO TP-584 $0.00 NO Notation $0.00 NO Cert.Copies $5.50 NO RPT $59 .00 NO SCTM $0.00 NO Fees Paid $638,50 THIS PAGE IS A PART OF THE INSTRUMENT Edward P.Romaine County Clerk, Suffolk County 0 s • 4 ) 1 t Number of ages TORRENS Serial Certificate A Prior Cir it Decd/Mortgage instrument Deed!Mortgage Tax Stamp Recording/Filing Stamps '1 1 PEES Page/Filing ree Mortgage Ant Dandling J� I.Basic Tav TP-584 2 Additicnal'Dac Notation Sub Total FA-52 17(County) Sub total Spec/Assit EA-5317(State) Or Spec /Add. R.P1 S.A � �y,S O!?!►a.y-a .,, TOT.6I I(;.TAX Comm,of lid 5 OU ?y Dud] Ibwn Dual County x Ileld for Apportionment _ Affidavit + ;♦a Trarnfer'lax Certified Copy ``,rL rJ }/'i{ Mansion Tax Hie property covered by this mortgage is or Reg.Copy will be improved by a one or two family Sub Total dwelling only. Other p-/ YL'S or NO GRAND TOTAL �O,�C/ If NU,sec appropriate tax clause on page' of this instrument. & Real Pruperty rax Service Agency Verification G Community Preservation bund * Dist. Section 13 lock ILot Consideration Amount $ Stamp 1000 Cf'r'I'nk Due S Improved Initials Vacant Ldnd _ 7 Satisfactions/Discharges/Releases List Property Owners Mailing Address TD RECORD&RETURN TO: •I-D Charles R. Guddy, Esq. TD PO Bos 1547 Riverhead, N1 11901 8 Title Company Information Co Nnmc 'ride# -5a1aI(o 9 Suffolk COUnty Recording &Endorseinent Page 'Ibis pie lbrnls Bart of the attached covenants and restrictions _made h_v_ (SPECIFY TYPE OF INSTRUMEN I') Laurel Links, Ltd. The premises herein is situated in SiJ['I�ol,KC013NIY, lli"WY(:)RK. I U In the To%'nship of Southold _ In the VILLAGE / or I1A1v%E1'of Laurel t+9 i\4[)S'I'BE TYPEll UR PR1NI ED IN BLACK INK ON Dear'Taxpayer, four satibtac•tiol2 of mortgage has been filed In my office and I-III)ejtelosu2�f the original copy tin•your rcc ords. If a portion of your monthly moMYaEC'payment included your property taxes, you will now.100d o ^nniact voter local Town Tati_Receivcr sghai ,ou nx,v be billed directly for all f clic Ire prL2 rr[t_itsx bell,. Local property ta_xeb are payable L%Ace a year: on or before January 10'anI on or before Yfav 31". Failure to Ilcake pzvmcnis In a timely fashion could result-In a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Uab�ylon Town Receiver of Taxes Riverhead Town Reeccver of Taxes 200 East Sclnnse Iiighway 200 Howell jWenue North Lindenhurst., N.Y. 11757 Riverhead, N Y. 11901 (631) 957-3004 (631) 727-3200 Brook-haven Town Re c•clvcr of Taxes Shelter Island Town Receiver of"faxes 250 Gast-Main Street Shcltrr Island'Town Hall PorL Jefferson, N.Y. 1]777 Sh6ter Isl<uld. \,.Y. 11964 (631)473-0236 (631) 749-31338 Ea-,,L llampton Town Receiver ot'17axes Snlitlitown'Town Receiver of'Tar-es 300 Pantiyo Place 99«est Main Street East Hampton. -Y, 11937 Smithtown, N.Y. 11747 (6311324-2770 (631) 360-7610 1 Luntington Towle Receiver of Taxes Southampton Town Receiver of Taxc, 100 Main Strect 116 Hampton Road Iluntington, N.Y. 11743 SouthampLon, N.Y. 11968 (6311351-3217 (631) 253-6511 isllp Town Receiver of Taxes Southold"Town Receiver of Taxes 40 Nassau Avenue 53095 Main SLrc(,L Islip, N.Y. 11751 Southold, N.Y. 1 L971 (6,31) 224-5580 (631) 765-1403 Sincerely. &4� Edward P. Ronlalnc Suffolk County Clerk dw 2/99 1 J , ::•'•., DISTWCT SECTOR MOCK LOT Ole) Lkg Hs 101 1E .,.. BL LOT tti7ttr z 11111 - 1 �1 ...�._. •. l 1 1 'l lu- `'•••.. DtSiTI4GT: Bl K LOT tt7ttf F [ D C 5 �'••ti.� GISiF{fG? SECTMH BLOCK LOT L L ttttlr f � — - :` i •• ~•A DISTRSCT TM BLOCK LOT f I. I U IE L Fr.._TT, tYtltr } .f.ti•• ' DtSiRICT CTON flIQCK LOT �•trtlrr•t ,i � � b � 6 __�__. t.•"'••.,� al TR:CT ECTTOF� V_XX LOT • I T U do t.� ••••• DtlT CT S,, WI BLOCK LOT - •t LIZ \ �% . r+"''+.� DtS1FtICT SEC t BLACK Lor / '•. gym•`� L^ . d `'•••• D13TA t` ••, SEC 1 4lLOC,K LOT' : tet : t�'��'•.� D�STRI�T SEC TSLO:I{ LOT ` who .•'•••'*., DISI ICT �OCK LOT. LIAM d til p``�••'••• DISIAICT SECTM LOT PT nc) m7li k-I ' tom • � i �,,•• .•►� Dt�TR}CT' Ss:cTlotT eLocX LOT - f I I i I i 1 ! 11 ..-....__ -., WSIRJCT Mom BLOCK LOT L•,e i D o ''•^►. MUCT SWTIW 6LOCK LOT • U-1 ,,...�. QgTRICt: sECi10F{ mocx LOT 11•rnt tb 2 k I o f s • L "'ti•� d3TF#CT mr.TMH BLOC LOT LL f •' L/ ^ 1/ fa" �•, as1RsCT eEcTIOH LOT s tis7trt # �_ • c� IjI A MIRICT ssrCTloH EL K Lor ' d J.•"''•., DISTA:1717 WWI ell X LOT ;•�"'•••• DMTKT LOT tYtttt t i•„ 'k cZ ._._... asTAW WWI Kocx Lar '•••If••• fs�lwr s� 0137RiCT >TECTiOtI 0.0" LOTSElm _A .r . srt�t �' •r L M6 � t�....•�' DISTR10 SECT" TStG:' LOT • tYtttt� ....,�� •+. •• Jul , �"•ti, asT� 94 LOT. EMM t` •'•w ' � LOT [16 IcUffo—mall timtr t KOCK LOT —•�., asipkT SECTKA BLOCK LOT tiatN j f G�1 C7 �w .:••ti, MTTI! -smTK4BLOC LOT 4q 6104 LOT '� aST SSC mac LOT r LOT UM I =0 •+.... r,►"'"•. DMTRICT S,ECTXIN BLOCK LOT h• 5tarrl = r.�...�,., DISTR:uT I;5omf Fm.xx Loi I - 0. 1 J. IITM [TI I I I IT CRSTRICT BM04 BLOCK LOT . eYntr r nm i i i i•"'oi a8TRK:T t1>:OTION 6LOCK Lor LIU ITIL +.,.. -.•..w.•.-- geow •••,, aSTRiCT t ti BLOCK LOTS - xrnr .1 --� ;� � ''•� DISTRICTSECTION DL ,� a LOT L] .�•••,�.. DISTRICT SZzCTtON BLOCK LOT. • Harr: ; - I-H .• ••....• �UIML�Jl...'JLLM U. I I ........� r` '•: DISTRICT SECTION F1Lf:CK LOT _�`•• �w YMIMCC 1 tECTION BLOCK ` •-�--� LOT . �rrntf 1 3 i 1 f � DECLARATION ON COVENANTS AND RESTRTCTIONS WITNESSETH: That LAUREL LINKS,LTD,a domestic corporation with offices at ai Road,Jamesport, New York 11947, being the record owner of all the real property hereinafter described and the subject ofthis declaration,does hereby declare for itself,its successors and assigns,in consideration of the premises, and hereby makes known, publishes and declares, covenants and agrees that the premises hereinbelow described shall hereafter be subject to the covenants and restrictions hereinbelow enumerated which shall be considered to be real covenants running with the land and bindingupon all purchasers,owners,moi tgagees,lienors and such other persons acquiring an interest therein or of any portion of said premises, and their respective hens, executors, administrators, successors and assigns,which covenants and restrictions shall be and remain in full force and effect from the date of the recording of the within instrument in perpetuity REAL PROPERTY"AFFECTED ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being in the Hamlet ofi.aurel,Town of Southold,County of Sufolk and State of Now York, known and designated as Lots No. 1 through 29 as shown on the subdivision map entitled,"Map ofLaurel Links",tiled in the Office ofthe Clerk ofthe County of Suffolk on November 23,2001 as Map No 10713 COVENANTS AND R ESTRTCTIONS I No building, fence, wall or other structure, or change in landscaping, shall be commenced, erected or maintained upon any lots,nor shall any exterior addition to or change or alteration of any thereof be made until plans and specifications showing the proposed improvement, including the height and location thereof and the materials and colors to be used, shall have been submitted to and approved in writing as to harmony of external design and location in relation to surrounding structures and topography by LAUREL LINKS LTD or its successors or assigns. In i the event LAUREL LINKS,LTD fails to approve or disapprove the same taathin thirty(30)days Page i of 7 alter said plans and specifications have been submitted to it,approval will not be required and this provision will have been deemed to have been fully complied with The approval requirement herein set forth applies to but is not limited to a. New Dwellings b. All exterior changes and alterations to existing structures,including paint or stain colors and exterior surfaces c Landscaping. d Swimming pools and tennis courts. e Fences All rear fences must be uniform.and approved by LAUREL LINKS, LTD f. Outbuilding of any kind. g. Driveways and parking areas. h. Decks,terraces and patios i. Exterior lighting 2 Each home must be designed by a registered architect specifically for its lot In the event other plans or designs are submitted,LAUREL LILACS,LTD may have the plans reviewed by an arclutect of its choosing at the expense of the lot owner. 3 a Square footage of the heated area(using exterior dimensions without credit for screened porches, decks. garages, basementb, atriums, vaulted ceiling=. etc) must be at least twenty four hundred(3400)square feet but not more than four thousand(4000)square feet for one story Homes and at least twenty eight hundred(2800)square feet but not more than six thousand (6000)square feet for two story homes. b Dwelling setbacks shall be as required by the Town of Southold and not less than: Side Yard.. ......... . ....25 feet r Front Yard, .. .. ....50 feet C. The house should be located so as to permit maximum visual and audible privacy,view and distance between homes on aside by side or back to back basis Preservation and utilization of existing topographical features and flora are important to inaxiinize visual screening. E Page 2 of 7 f I d Homes are limited to one family and their Rill time live in domestic help."One family" is defined as not more than four adults, related by blood or marriage, together with their children,whether adults or not 4. Hoines are to convey a feeling of permanence. Vacation-like designs suchas A-frames and los homes will not be permitted 5. a Siding i faterials. Wood (rough sawn, clapboard, vertical, shingles) is preferred,but stone,brick or stucco will be considered when they harmonize with the surroundings and are appropriate to the specific design of the house. Neither aluminum,vinyl or plywood siding nor asbestos shingles will be approved. Use of the same material on all sides of the house is mandatory b Roofs Neither flat roofs nor sharply angular lines will be allowed Materials are to be wood shingles,slate or asphalt shingles of a type and color compatible with the design of the house c Stain or Paint Color. These should be in harmony with the design of subdued hue, with any trim or highlight colors complimenting the dominant color Loud and contrasting colors will not be approved d Foundations. No more than 12 inches of concrete should be exposed and thss is to be finished in stucco. C. Screenine. Items to be screened from view front the street or neighbors include trash receptacles,utility meters,fuel tanks, HVAC equipment,small vehicles,boats,etc £ Driveways and Parking. Surfacing is required Acceptable materials are bluestone or white gravel(set loose or embedded in oil),oyster shell or asphalt Concrete driveways, walks or stoops are not allowed. Where the lot faces on two streets,the driveway should enter from the secondary street. Driveways should be curvilinear in layout when practicable and always when over 40 feet in length Guest parking off the street should be sufficient to accommodate two to four a cars Tliere shall be no overnight parking on the street. Page 3 of 7 g. Garages. 'totally enclosed space for two cars is required,three is maximum. Garage doors should not face the street. Garage doors may not have windows nor be made of opaque fiberglass G Homeowners are required to submit to LAUREL LINKS,LTD. a landscape plan specifying the selection and location of shrubs and plantings together with a representation of how the plan will be executed In addition,landscape plan must include plantings of trees or shrubbery along rear property line to screen property from street, neighboring homes and the golf course Owners must also provide landscape maintenance. 7 a All exterior construction, painting and substantive landscaping must be completed within one year of the commencement of construction b. During the construction or alteration to any structure,debris and waste must be confined by the use of a dumpster located away from the street or by daily removal from the site The site is to be kept neat and picked up daily Materials and waste may not be stockpiled in adjacent lots, common areas or streets without prior permission of the adjoining lot owner and LAUREL LINKS,LTD C. Construction work may not be performed on Sundays or holidays except by the owner and work may not begin prior to 7:00 a.m,on any day of the week d. Only one sign no larger than two feet by two feet may be posted on the property except for building permits. e The contractor must use snow fence to protect the trees that wilt remain and must not backfill against them 8 Prohibited Buildings and Accessory Units. a" AccessoryBuildings. Accessory buildings require the approval ofLaurel Links Ltd The design and materials of these buildings are to be compatible with the hoose b" Antennas and Satellite Dishes No satellite dishes or antennas shall be placed i on the lot or on the structure unless its Iocation,screening,heights and aesthetics are approved by LAUREL LINKS,LTD, Page 4 of 7 I , c Air Conditioners. Units extending from windows are not permitted Compressors and equipment are to be screened from view from the street,neighboring homes and golf course. d. Clothes Lines Clothes lines are not permitted e Decks and Patios Decks are to be stained to match the house:or trim and the space beneath them enclosed with lattice,louvers or the like. f Dote Houses and Dog,Runs These are not permitted. g. Electric ;Meters should not be free standing but rather mounted on the side or the rear of the house h. Exterior Liehtine No lighting maybe directed outside the boundaries of the lot. Indirect lighting should not be of an intensity to disturb neighbors i. Garbage All garbage cans,equipment and coolers must be walled to conceal them from the view of the street,neighboring homes and golf coarse j Mail Boxes These must be of a design compatible in scale,material and color of the liouse Location is to be roadside to be reachable from the street at a height of 36 to 40 inches from the ground. k Playground Equipment(including basketball backboards,tree houses,etc.) These may not be located in setbacks but sited or screened so as to be obscured from the street, neighboring homes and golf course. 1. Siens. No resident of the community shall post any advertisements or posters in or on the properties including 'Tor Sale " and 'Tor Rent" signs No commercial signs or advertisements shall be displayed on any lot or property. Signs indicating the house number or the name of the owner are permissible when compatible with the design of the home. m. Solar Collectors These are to be out of view from the street,located only on the roof and to be flush with it. n. Storage of Boats. Trailers and Recreational Vehicles. No boats,trailers, trucks,equipment,commercial eehicles,unlicenced or derelict vehicles or any other similar property shall be parked or stored within the property unless parked or stored inside a garage. Page 5 of 7 o Swunmin Pools Only permanent swimming poolsM]l be permitted and these may not extend more than six inches above the finished grade. p. Additional Restrictions. l) Maintenance The lot and home shalt be maintained in good repair and overall appearance. 3) Nuisance. No nuisances shall be allowed upon the property nor shall any use or practice be allowed which is a source of annoyance to residents or which interferes with the peaceful possession and propel use of the property by its residents,including yard sales. 3) Automobile Repair. No repair of motor vehicles shall be made in any of the roadways,driveways,or parking areas of the Development,nor shall such areas be used for the storage or parking o1 any boat,trailer,camper,bus,truck or commercial vehicle,unless parked or stored inside a garage or home I 4) Common Areas The Common Area shall not be obstructed,littered, defaced or misused in any maturer. Lvery member shall be liable for damage to the Common Area caused by the owner or a person for whose conduct he is responsible 5) Animals. No animals,livestock or poultry of any kind shall be raised, bred or kept on the property except that dogs, cats or other household pets may be kept on lots provided they are not kept,bred or maintained for commercial purposes 6) CommercialUse Homes and lots may not be used for commercial or industrial purposes. Professional use requires the prior approval of LAUREL LINKS,LTD.which will judge the application by its compatibility with a high quality neighborhood. 7) Tents. Tents or shacks are not allowed,temporarily or permanently, except for play tents for children and tents for social occasions, the latter with prior approval by LAUREL LINKS.LTD. S. Any of the reservations,conditions,covenants and agreements herein contained may be annulled,Nvaived,changed or modified by LAUREL LINKS,LTD.or its successors or assigns. i { 9. All Lot Owners shall comply with the terms of this Declaration In the event that any Lot Owner fails to comply with the terms set forth hereht within thirty(30)days after notice of Page G of 7 I V violation is given by LAUREL LINKS,LTD or another Lot Owner,then LAUREL LINKS,LTD. or the other Lot Owner shall have the right and power to enforce by injunctive relief,or by any other re edy at law or in equity,all the terms of this Declaration In the further event,it is necessary to e force the terms of this Declaration, the Lot Owner in violation shall pay all costs, including r asonable attorney's fees,incurred by the LAUREL LNKS,LTD.or the other Lot Owner,either with or without the institution of an action or proceeding, and in addition, all other costs, d' bursenients and allowances provided by law 10. Invalidation of any one oftlicse Covenants,in whole or in part,bYludgment or court o der,or otherwise,shall in no wise a0ect any of the other provisions which shall remain in full force ai id effect IN WITNESS WHEREOF,the party hereto has hereunto set its hand and seal this AG d Ly bf /G�o�,,1r�v ,2001 LAUREL LINKS,LTD LI )By ' David Salan , President S3 M OF NEW YORK ) ss.: C TY OF SLIFFOLK 1 On the_/6 day of Novtmi- in the year 2001,before rne,the undersigned, pe )nally appeared DAVID SALAND,personally known to me,or proved to me on the basis of sa, factory evidence, to be the individual whose name is subscribed to the within instrument and ac' iowledged to me that he executed the sante in his capacity and that by his signature on the in ument, the individual, or the person upon behalf of which the individual acted, executed the in; ument. Notary Public C14ARLES R.CUDDY Notary Public,State of New York No.5872226 , __is Oualtfled In Suffolk County, Commission Expires December 31,2110_ - Page 7 of LOT AREA = 30,402 SQ. FT. PROPOSE 2 STY FR DWELL 3,917 SQ FT. W/4 BEDROOMS GAR ELEV. = 33.0' SANITARY SYSTEM 1000 GALLON SEPTIC TANK, 1 LEACHING POOL 8' DIA. X 12' DEEP FFL ELEV. = 35.0' ( ) EXISTING ELEVATIONS 32.0' PROPOSED ELEVATIONS TYPICAL DATUM N.A.V.D. 1988 ELECTRIC SERVICE UNDERGROUND VACANT L = 62.47' cn TRAIL LAUREL o (30.3) �+ water main + rrr �� Ln conc curb (29.9) 68 L 352 = 1 15.05' w/m o�N 39°00'57"E 102.88' R I I (31.0) a (30.4) I ICD utility boxes `D J 2 Cn o EXP LP a'_ I(D � —J \ to Ir N proposed J� � driveway \ 00 � 30' X. 33.0' _; covered porch co 22.9' 0 33.0' 10.4' 12.8' Q 29.8' 71' N interior O (AJ �- Iw cleanout proposed o °' N V I C, 2 sty fr dwelling m cCn I , O Q� 33.0' 36.4' 8' 11.8' 22.5' 33.0' U 3h 49co Q a A Z o) Y! ° J 0 (32.3) (32.7) ' 172 62.47' S 39°00'57"W 63.54' RL — 62.47' '� --- OPEN SPACE PARCEL P '�'"�'��'•llv�� .._. OR A LIAR 1 6 2018 DATE REP NO, V "'1- i`:i::1it3 Y.i i':tl OF DEXPIRES s.lf-:rILT.SEAR- FSO y,i DAj E OFAPr -OVAL APR 202018 THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB NO. 18-21 FILE No. LAUREL LINKS INTENDED TO GUIDE THE ERECTION OF FENCES. RETAINING WALLS, POOLS. PATIOS, PLANTING AREAS, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. Bljjjj,DIlaTGD � SURVEYED FOR EDWARD AND LAURA KNOEDLER TOWN OF SOUTS®LD UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. LOT NUMBER 1 GUARANTEES INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE MAP OF LAUREL LINKS SURVEY IS PREPARED. AND-ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL SITUATED AT MATTITUCK AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 40' DATE 2-13-2018 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY FILED MAP No. 10712 DATE 11-23-2001 rly CERTIFIED ONLY TO: TAX MAP No- 1000-125-4-24.3 COORD 16-105 DISK 2018 EDWARD KNOEDLER AND LAURA KNOEDLER -- Ia� HAROLD F. TRANCHON JR. P.C. r LAND SURVEYOR ' P.O. BOX 616 !� 1866 WADING RIVER—MANOR RD. WADING RIVER, ® NEW YORK, 11792 C� Y. LIC. No. 048992 631-929-4695 a.m HAROLD F. TRANCHON JR. CN. LIC. No. 2115—E `7 S- LOT AREA = 30,402 SQ. -FT: O AUG 2 2098 o TOWN OF SOUTHOL'D v L=62.47' Ln �UREL In TRAIL- Ict (30.3) w + cone curb (29.9) + L-1 15.05' w/m $N 39'00'57"E 102.88' stk set F—_352.68 352 68, (31.0) St k •(30.4) I / p ��utility boxes � Y ' NO N CO 22.9' 311 29.8' 12.T N FOUNDATION R r, - - 83.0' 36.4*- 11.8' 22.5' - - 00 �'• C�''�� -O `` .. s�fk - (32;3) - _ . ' - ., (32.7) set 172,63 ' 39'00'S7"W 63.54' stk sfk. RL = 62.47 OP,EN SPACE PARCEL'A'.. :.. THE`EXISTENCE OF-RIGHT OF WAYS AND OR EASEMENTS _y _OF RECORD;IF ANY-,_NOT_SHOWN-ARE Nbi GUARANTEED. -, 8-17=2018'-FOUNDATION LOCATION *E,OEFSEi5'(OR'DIMENSIONS);SHOWN-HEREON, FROM-THE'STRUCTURES TO,THE z PROPERTI'�LINES ARE•FOR A SPECIFIC PURPOSE AND USE,AND THEREFORE ARE NOT INTENDED,T'O:GUIDE,THE EREC1TOty OF FENCES,'RETARQNG:WALLS. Peas, PATINAS, JOB No: 18-21 FILE•,No; LAUREL LINKS ' PL*TINo_u�As;ADDri1DN To EuiLrnNGs OR ANY oTHETt CONsljtucnlzN. SURVEYED FOR EDWARD AND' LAt1RA1KNOEDLER UNAUTHORIZED'ALTERATION OR ADDITION.TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK'STATE EDUCATION Uw. LOT•'NUMBER 1. ,- GUARANTEES INDICATED HERON,stIALL RUd ONLY;,m.THE-PkRSON FOR MHOM THE MAP OF LAUREL' LINKS F ; SURVEY IS PREPARm, AND ON 111s'BEFIALF T0,THE TITLE,COMPANY. GOVERNMENTAL SITUATED AT, MATTITUCK. - AGENCY AND LENDING INSTTTUTION_USTED HEREON. AND TOzTHE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES,_W,NOT TRANSFERASLE TO ADDITIONAL'INSTITUTIONS TOWN OF SOUTHOLD, SUFFOLK',COUNTY; N.Y. OR•SUBSEQUENT OWNERS. COpItS:OF tH�S St1RVEYzMAP'NOT BEARING THE.LlND;sii>zvErpR'�tNKED,SEAI oR 'SCALE ,1" = 40' DATE'12--13=,2018 EMBOssED,sFAL*SHAM_-Nor BE'CONSIUERED TO.BE,A"VAU6'TRUE°COPY.' FJLE0,MAP.:No.. 107'12 =DATE 11-23-2001 _CERTIFIED: ONLY�,T4: -- 'i' =' ' � . . . '-. ,a ., 'r �i :r TAX-_MAP`No,. 100Q—,1,25—, 4"24.3-_ CRD .16=105 ` NIX EDVIfARD AND ;LAURA *NOEQLER FID.ELITY,,NATIQNAL-TITLE INSURANCE' P y. ' SERVICES.'LLCa'ULSTER'•SAVIt�fGS;BANK,ISAOAY :HAROLD F. T'RA'NCHON'JR. PC: ' _ LAND SURVEYOR ,-P.O. R -P.O. BOX; r1866� WA_DI_NG_-RIVER=MANOR-RD, WADINGAIv1;_R ' NEVI► YORK, -11792 - . LIC. No`..0,48992 631-929.-4695 _ -HA-ROLD,-F.:-TRANOHON'JR. PENN. LIC. NQ..2115—E SUFFOLK COLIW ' DEPARTMENT OF H'EALSH SERVICES • ®LOT *.EA 30,402 SQ. FT. 18-189 APPRC 1-,.i r','F Cok1`'rrUCTE-Cl WORKS FOR 19-171 A Sii'v'G LE FAWLY REBID-NCE 2 � � �., — Date' The savvagc `,•„p^.s?t :n�—**Tr yrryid(A6sfiets 21"this lapte', nave en Inspected and/or cartliied t'y this Deparimen'or ofhQr aaen is::and found to be satisfactory FOR A MAMMAlUU1�, BrEDROMS. Craig Knepper, P.E,, Chiefs Office Of WasteWa e�Mar�a c. v L=62.47' Ul L ,UREL I TRAIL 0 LN Ri trench drain conc curb 0 L.1 15.05' w/m o N 39'00'57"E 102.88' IN R_35 2.6a' set 0 Ln drywell / p Q-utility boxes ° Iv 8'dia.00'deep 2 its o N covered Z 30.5'4[""'35' poroh00 IDe° 0 17' 31' 30 22.9' 'a 0 10.4' `° o Y 29.9, 12.7' 7.1' n a G Q Z4 2 STY FR I A °f• a C4 DWELL R .n r� 36.4' 11.8 22.5' Q� _ 34 1 Ce deck 4g 3, G w 30' W 0o.41 0 N drywell drywall �F5 8'dia.xWdeep 8'dia.x6'deep M Ftf ^7 01D 6Ld �p CID I— 7 stk =9 AUG - 6 2019 W 172.68' S 39'00'57"W s 63.54' stkt ;{✓ s t P -47' = 62 P'T °.1aiJ+wG3r DEPT. /stk I- OPEN SPACE PARCEL A V L IMN OF, q()jTx-0GLD THE EXISTENCE OF RIGHT OF WAYS AND OR EASEMENTS NOTE: CESSPOOL, SEPTIC TANK, WATER SERVICE OF RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. & DRYWELL LOCATIONS BY OTHERS. 7-16-2019 FINAL SURVEY 8-17-2018 FOUNDATION LOCATION THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 18-21 FILE No. LAUREL LINKS INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. UNAUTHORIZEDALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION SURVEYED FOR EDWARD AND LAURA KNOEDLER 7209 OF THE NEW YORK STATE EDUCATION LAW. LOT NUMBER 1 GUARANTEES INDICATED HERON SHALL RUN ONLY To THE PERSON FOR WHOM THE MAP OF LAUREL LINKS SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL SITUATED AT MATTITUCK AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL'OR SCALE 1" = 40' DATE 2-13-2018 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. FILED MAP No. 10712 DATE 11-23-2001 CERTIFIED ONLY TO: TAX MAP No. 1000-125-4-24.3 CRD 16-105 EDWARD AND LAURA KNOEDLER FIDELITY NATIONAL TITLE INSURANCE COMPANY HAROLD F. T RA NCHON JR. P.C. ULSTER SAVINGS BANK,ISAOA LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER—MANOR RD. WADING RIVER, // NEW YORK, 11792 Y. LIC. No. 048992 631-929-4695 HAROLD F. TRANCHON JR. PENN. LIC. No. 2115—E REScheck Software Version 4.6.4 LVJI Compliance Certificate Project PROPOSED RESIDENCE Energy Code: 2015 IECC Location: Laurel, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,052 ft2 Glazing Area 18% Climate Zone: 4 (5331 FID®) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1575 laurel Trail Ed Nnoedler Robert Higgins Laurel, NY Robert Higgins Architect 50 Hidden Acres path Wading River, NY 11792 631-208-3351 rarchlbob@aol.com Compliance: 7.2%Better Than Code Maximum UA- 512 Your UA: 475 Maximum SHGC. 0.40 Your SHGC 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cort. Assembly or U-F,actor LIA Floor 1:All-Wood j oistfrruss:Over Unconditioned Space 2,052 30.0 0.0 0.033 68 band joist: All-Wood j oist/Truss:Over Unconditioned Space 154 30.0 0.0 0.033 5 Wall 1:Wood Frame, 16" o.c. 2,680 21.0 0.0 0.057 122 Window 1:Wood Frame:Double Pane with Low-E 445 0.320 142 SHGC: 0.30 Door 1:Solid 40 0.400 16 Door 2: Glass 40 0.320 13 SHGC: 0.30 R5 stel insulated: Solid 20 0.200 4 Wall 2:Wood Frame, 16" o.c. 324 21.0 0.0 0.057 15 Window 2:Wood Frame:Double Pane with Low-E 64 0.320 20 SHGC: 0.30 Ceiling 1: Flat Ceiling or Scissor Truss 1,880 30.0 0.0 0.035 66 Ceiling 2: Cathedral Ceiling 120 30.0 0.0 0.034 4 Project Title: PROPOSED RESIDENCE Report date: 03/20/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\custom homes\Knoedier Laurel\energy.rck Page 1 of10 x Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed bui g has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory require a li ed in the REScheck Inspection Chreccklis . Name-Title x. r Signature Date IL Project Title: PROPOSED RESIDENCE Report date: 03/20/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\custom homes\Knoedier Laurel\energy.rck Page 2 of10 APPROVE®AS NOTED COMPLY WITH ALL CODES OF p DATEB P # NEW YORK STATE & TOWN CODES FEE: Q ® AS REQUIRED APGeeNDMGNCr0F NOTIFY BUILDING DEPARTMENTZ $� 765-1802 8 AM TO 4 PM, FOR THE N1%B0A1O FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED USTEES FOR POURED CONCRETE' I. ROUGH - FRAMING X PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. OCCUPANCY OR ALL CONSTRUCTION SHALL MEET THE USE REQUIREMENTS OF THE CODES OF NEWYORK I ULA FUL DESIGN OR STATE. CON CONSTRUCTION FOR WITHOUT � ERRORS. RTIFICATE OF OCCUPANCY DO NOT PROCEED WITH - FRAMING UNTIL SURVEY OF FOUNDATION LOCATION PLf &IBF13 C;E'F'TIFICAT/,ON HAS BEEN APPROVED_. ON LEAD,CONTENT BEFORE CER T IFICATE OF OCCUPANCY Must provide Manuals SOLDER USED IN WATER SUP PL I/SYS D, J and S as per E; TEM CANNOT NYS Energy Code GEED 2/>0 OF I%LEAD. All exterior lighting IPLUMB IN ALL PLUMBING WASTE installed,replaced or & WATER LINES NEED repaired shall conform BEFORE COVERING to Chapter 972 u� of the ToWn Code Blower door and ductwork testing required, RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. TRUSS pLACARDING REQUIRE® o+ CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GENERAL CONSTRUCTION NOTES DESIGN LOAD INFORMATION WIND DESIGN SUBJECT TO DAMAGE FROM GROUNDWIND WIND SIESMIC WINTER ICE SHIELD FLOOD SNOW AIR MEAN y SPECIAL j SPEED TOPOGRAPHIC BORNE EXPOSURE DESIGN FROST DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL 1. All construction shall conform to the 2015 International Residential Code LOAD (MPH) EFFECTS WIND DEBRIS CATEGORY CATAGORY WEATHERING LINE TERMITE TEMP REQUIRED INDEX TEMP 2nd Printing, as adopted by NYS AND The 2017 Uniform NYS Supplement code. A. Ground Snow Load: 20 pSf REGION ZONE DEPTH B. Decks & Exterior Balconies: LL = 60psf, DL = 10psf _T ° 2. Written Dimensions take precedence over scaled dimensions C. Guardrails and Handrails: LL = 200psf 20 LBS 1 :5140 NO NO NOM g g SEVERE 3'-0" MO HEAVYODERE 15 YES NO 1500 or less 52.2 ?i I D. Seismic Design catagory: B M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER 3. The contractor prior to the start of construction shall verify all E. wind speed of 140 mph U g dimensions, existing or new and be responsible for field fit. ,{ W 1 4. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 0 of 1500 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall be the responsibility of the general contractor to verify the depth of all existing footings M 1 disturbed by construction. ALL THRESHOLD CAREFULLY O a �+ FLASHED&CAULKED TO ( Where the building official determines that in-place soils with an allowable bearing capacity N a f�q S Ch e d U I e for r Late 1r a I and S h ea� PREVENT WATER INTRUSION O i 500 sf are like) to be resent at the site, the allowable bearing capacity shall rim joist or—� CONTINUOUS FLASHING EXTENDED of less than 1, p y p g p y be determined by a soils investigation. outside joist 5t1 PAST JOIST HANGER DESCRIPTION NUMBER OF NAIL SPACING '� O 5. Cast-in-place concrete shall be air entrained; 5% < 7% total air content by volume and have COMMON NAILS - �- I i— I GALV.DECK HANGER W an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 110(MPH) MIN 600 LB LOAD _ garage International building tP code shall be 3500 NYS P amendmlentsrk shall be in accordance with the 2015 OF END JOISTS,FACE NAILED IN LAPPED AREA J �'+'z - - - M Z All Concrete shall conform to the latest ACI standards. _._S 2X P.T.LEDGER; MUST BE GREATER THAN X CONTINUOUS HEADER TO STUD(TOE NAILED) 4-8D OR EQUAL TO DEPTH OF DECK JOIST AND Q 6. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All �„, NO GREATER THAN THE DEPTH OF THE RIM JOIST — sloped joist 1 caingcr, ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED CD Framing lumber shall be DOUG-Fir Larch 42 or better, E=1.6 X 10 download N= ""` GALV LAG SCREWS PER IRC TABLE R507.2 AND -1 vJ t Min. Fb for dimensional lumber= 850 psi. CONTINUOUS HEADER TO STUD(TWO PIECES) 16d 16"o.c.along each edge min ItY m �It7Wt•1load `� PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) 00 W Z Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. r- t ,* `v see Schedule on DWG-1 Including but no tlimited to: Deck Framing, Posts, Headers, Girders & Ledgers. BUILT UP CORNER STUDS 10d 24"ON CENTER capacity of 625 lbs; M tip of lag screw shall fully extend beyond Q �a `� ."��a. the inside face of the band joist. ry 7. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: BUILT UP GIRDERS AND BEAMS, 1od ** SP. JOIST HANGERS �'�a 3 Q q 9 9 2-INCH LUMBER LAYERS SIMPSON DTT1Z W/(6)10D X 1-1/2" W I.LI � � j a.) All Fasteners shall be Hot Dipped Galvanized - ASTM A 153 class D for more rcquircmonts «�'.."•,r NAILS @ MIN.OF4 LOCATIONS rn _J • • or stainless steel. **NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP .� SPACED EQUALLY. TWO WITHIN 24" 0 b. Use Copper flashing Only against ACQ Lumber Sill Plates OF EACH END OF DECK: O �/ PP 9 Y g AND BOTTOM AND STAGGER NAILS.2-NAILS AT EACH ATTACHMENT WITH HANGER ALLOWABLE LOAD:910LBS. ^ W L.L.. c.) All Structural connectors i.e. simpson strong-Tie or USP, etc END AND AT EACH SPLICE MIN THREAD u.. shall be Hot-Dipped Galvanized or Stainless Steel. PENTRATION 3/8"DIA.LAG SCREW PREDRILLED O O TO CENTER OF TOP PLATE,STUD FLOOR FRAMING R507 EXTERIOR DECKS OR HEADER 1.1_ Z STAIR STRINGER ATTACHMENT DETAIL LEDGER BOARD ATTACHMENT TO BAND JOIST of TABLE 507.2 4 JOISTS TO SILL,TOP PLATE TO GIRDER(TOE NAILED) 4-8D EACH JOIST WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS DECK LEDGER TO BAND JOIST CONNECTION BRIDGING TO JOISTS(TOE NAILED) 2-8D EACH END BLOCKING TO JOISTS(TOE NAILED) 2-8D EACH END TREATED WOOD JOIST SPAN DECKING SECURE TO o CONNECTION TOP OF RIM JOIST WITH "•- c E.0 2' BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16D EACH BLOCK /COMPOSITE RAILING ° o DETAIL <6 66'1"TO 8' 8'1"TO 10' 0'1"TO 12' ( ) 10D THREADED NAILS OR I 1 SYSTEM.VINYL RAILING STAGGERED a #10 X 3"WOOD SCREWS E'° ` o ° 1/2" DIA. LAG SCREW LEDGER TO STRIP BEAM(FACE NAILED) 3-16D EACH JOIST AT 6"OCC. I I TOP AND BOTTOM RAIL SEE TABLE 507.2 FASTENERS i w � E L m °-0 $o 30" 23" 18" 15" AND COLUMN COVER AND 1 cv IN 2 ROWS v rn` ° c & 1/2" MAX. SHEATHING COMPOSITE DECKING COLUMN CAP. MEET RCNYS r °v;° ' c JOIST ON LEDGER TO BEAM(END NAILED) 3-8D EACH JOIST x v c c n `o v c @ ATTACHED PER FOR CODE a) _ rn o ".o r o 1/2" DIA. THRU BOLT I MANUF.SPECIFICATION i 5.5"MIN FOR 2X8 36" 36" 34" 29" BAND JOIST TO JOIST(END NAILED) 3-16D EACH JOIST ® 0 ° c° - o ` & 1/2" MAX. SHEATHING 1 I 5"MAX _ 6.5"MIN FOR 2X10 E'o.o a a � v; 0Y X 4 TREATED POSTS 7.5"MIN FOR 2X12 BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D NOTE 1 PER FOOT a, u, 2 v o c 12'1"TO 14' 14'1"TO 16' 16'1 TO 1LAGOLTEDIST a-; n � c w � ° v w AS PER MANUFACTURES 0 L c° o o c'c� �a� 1/2" DIA. LAG SCREWN c ...O U d U(a SPECIFICATIONS. a� " aaa� c 2 x JOISTS 1 C 1/2"DIA.GALV BOLTS W/ 2"71NL m •-•- LOCK WASHERS. LEDGER BOARD LAG SCREW OR THRU-BOLTT3/4"MIN U c o a o w ° o 02,2 & 1/2" MAX. SHEATHING 13" 11" 10" == � ca w v 3 g O C...'O .Q). C 1/2" DIA. THRU BOLT a 2x RIM JOIST ATTACHED WITH 1E u �` _= E 2 m 0 n „ 24" 21" 19" ` 2•-.'n E m c U y & 1/2 MAX. SHEATHING (3)1OD THREADED NAILS OR ca E _ Q cmc a, o i ►= L) 14Mor HmE0- '6 (3)#10 X 3"WOOD SCREWS a) c a E R 00 , 000 -0 m o L)w LEDGERS SHALL BE FLASHED SIMPSON H2.5 AT PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) EACH JOIST PER FIGURE R507.2.10) OF 2015 IRC CODE SIMPSON BC POST GIRDER CONNECTOR MAXIMUM OVERHANG 24" ;i DECK / GIRDER & RAILING DETAIL NTS SIMPSON BSC T` FDICAL RAILING 15'-0" 15'-0" 2x4 Top Rall POST TO HEADER CONNECTORQ n i u i u n u i n U.1 2x2 Balusters 's 4" OC 60"WIDE WOOD -� 6 -� � -� 6 -ro 6 40 -� SIMPSON ABU POST � ~ 2x4 Bottom rail STAIRS& 4"TREATED POST TO CONCRETE BRACKET RAILINGS AS @REAR DECK SIDE COVER 2"MINIMUM 74 4x4 Posts rnaX 5'0" OC. PER CODE (Y � X1,2-1/2"GALVINIZED CARRIAGE BOLTS OR SIMPSON SD STRUCTURAL CONNECTOR SCREW o O GRADE - ADHESIVE ANCHORS:HIGH-STRENGTH U U !. e: _o? :ee :elfc tjt .gp �.T ea :� gee leele := ES: ?t 91e }- EPDXY ANCHORING ADHESIVE FOR o fl7ZUSE WITH THREADED ROD MECHANICAL ANCHORS;SIMPSON 2 S GI D WEDGE-ALL WEDGE ANCHOR M �i 48"WIDE WOOD Q Q DECK FOOTING: 6t STAIRS& Ell 16"x 16"x TO VIRGIN SOIL RAILINGS AS ", .� fZ Lill (MIN 36"BELOW GRADE) PER CODE U1 a 3: p 0 - 2 8 ,T G1D ., f1 P.T. POST TO CONC. PIER & FOOTING (� .•. e e :e TING CONNECTION (a. COVERED PORCH NTS =s. ' TYP.DECK FOO EE E 6' �c3e N SEE DETAILS THIS PAGE SIMPSON ABU INSTALLED IN ACCORDANCE WITH SIMPSON SPECIFICATIONS AND DRAWINGS. ' ff TYP.DECK LEDGER �(,I,/C / l _ _ OL a SEE DETAILS THIS PAGE ( , z � Q ~ DECK LATERAL HOEDOWNS � � V 6� ONE WITHIN 24"OF EACH END (�� Q Q) AND TWO SPACED EQUALLY - .X. ALONG DECK-REFER TO l Q) DETAILS ON DWG-2 ? U o • v c ' ..................~ v 30210 ,,• ................... ------- ,••o C v n. o o -- -a---D. a--o--o----•YP.DECK LEDGER ® 111 CCV1 7— .................................. SEE DET. ON DWG 2 .............. ----------....---.......------....--------------------------------.......---- a FD) ILis d V ', I ' BREAKFAST FAMILY OCT - 9 2018 NOOK ROOM KITCHEN DECK. PLAN DEC< FRAMING PLAN SCALE; 1/4" = 11-011 SCALE; 114" = 1'_OII aOF I GENERAL CONSTRUCTION NOTES TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES FASTENING SCHEDULE 1. All construction shall conform to the 2015 International Residential Code 15. No backfill shall be placed against the foundation walls MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) IRC 2015 NAILING SCHEDULE 2nd Printing, as adopted by NYS, The 2017 Uniform NYS Supplement and until the first floor framing is in place or brace the foundation PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD the NYS 2016 supplement to the New York State Ener conservation MINIMUM LOAD LOAD NUMBER AND TYP pp Energy DESCRIPTION SPACING AND construction code ( revised August 2016 ); 16. Double joists under parallel partitions and under whirlpool tubs. inches Uninhabitable attics without storage 10 OF FASTENER LOCATION Additional Code Compliance: Double around openings in floor and roof framing. Bathtub (with or without shower head Uninhabitable attics with limited storage 20 10 2015 International Building Code; Plumbing code; Fire code; Mechanical code; ITEM ROOF FRAMING Fuel as code; Existing building code; Property maintenance code. and/Or whirlpool attachments 1-1/2 9 9 9 P Y 17. Metal flashing shall be installed were concrete abuts wood, Habitable attics&attics served with fixed stair 30 10 4-8d BOX (2-1/2")OR ALL CODES shall supercede the drawings and shall be incorporated into the and were decks abut house framing. Bidet 1-14 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIIL drawings WHETHER the are indicated on the Plans .or NOT. Balconies(exterior)and decks 40 10 g Y Clothes washer standpipe e 2 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR 18. Install joist hangers at all flush structural load bearing conditions. Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 3-8d COMMON EACH JOIST,TOE NAIL Additions, Alterations & Renovations: shall conform with Appendix J of the IRC CEILING JOISTS NOT ATTACHED To PARALLEL as amended b the NYS Uniform Code Supplement. Floor drain 2 Guards and Handrails 200 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP Y pP 19. All habitable rooms shall be provided with aggregate glazing area CEILING JOISTS ATTACHED TO PARALLEL of not less 8 percent of the floor area of that room, and the minimum Kitchen sink (one or two traps, with or Guard in-fill components 50 4 RAFTER HEEL JOINT) TABLE R802.5.1(9) EACH LAP 2. Written Dimensions take precedence over scaled dimensions openable area to the outdoors shall be 4 percent of the floor area being without dishwasher and food waste disposer) 1-1/2 $ COLLAR TIES 4-1od Box (3") OR ventilated. Refer to IRC Residential Code section R303 Laundry tub (one or more 1-1/2 passenger vehicle garages 50 OR 1-1/4"X 20 pa RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 3. The contractor prior to the start of construction shall verify all _ Lavato Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND dimensions, existing or new and be responsible for field fit. 20. All window and door headers to be 2-2x10 unless noted otherwise. 4-1od BOX 1 TOE NAILS ON OPPOSIITE SIDE Shower (based on the total flow rate through Sleeping rooms 30 10 OF EACH RAFTER OR TRUSS 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, 21. Vent dryers to exterior as per IRC Section M1502 showerheads and bodysprays) stairs 40 20 shall be installed in accordance under latest State approved Building Codes. Vent rangy Roof hoods as per IRC Section M1503 Flow rate: 7 ROOF RAFTERS To RIDGE,VALLEY OR HIP 4-16d OR Rf 3-10d COMMON TOE NAIL All systems are to be designed, installed, &specified by the general contractors; HVAC, Bathrooms/mechanical ventilation as per IRC Section M1507 5.7 gpm and less 1-1/2 20 20 electrical or plumbing sub-contractors. 3-16d BOM OR More than 5.7 gym up to 12.3 gym 2 2-16d COMMON END NAIL Electrical certificates are to be provided the electrical contractor. 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per More than 12.3 gpm up to 25.8 gpm 3 U 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, ALLOWABLE DEFELECTION of ALLOWABLE WALL FRAMING g g 9 P Y outside of each separate sleeping area in the immediate vicinity of the bedroom More than 25.8 gym up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION Z W of 2000 pounds per square Foot. All Footings shall be 36" below rade Minimum. It shall STUD TO STUD NOT AT BRACED WALL PANELS (3. COMMON p p q 9 9 and on each story of the dwelling, including basement and cellars and not less than Rafters having slopes greater than 3/12 with $ ( ) 3.5"x 0.162") 24"O.C. FACE NAIL UJ �y be the responsibility of the general contractor to verify the depth of all existing footings 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be no finished ceiling attached to rafters L/180 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 16"O.C. FACE NAIL LL disturbed by Construction. interconnecteJ and hard-wired t0 a commercial source. INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" Q 7 WHENEVER do alteration, addition, or conversion is made to an Existing Interior walls and partitions H/18o 16d COMMON L Where the building official determines that in-place soils with an allowable bearing capacity Residence, the smoke detection system of the ENTIRE residence must be 10 BUILT-UP HEADER is"O.C. FACE NAIL ALONG EDGES TABLE R302.6 (3-1/2' x 0.162") of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall brought up to rode, hard-wired and interconnected. DWELLING - GARAGE SEPARATION L/iso OR Box 2-1/2"X0.113" �/''� --� 11 CONTINUOUS HEADER TO STUD ( ) TOE NAIL All other structural memebers OR 4-Sd COMMON V J ❑ be determined by a soils investigation. LIz4o 12 TOP PLATE TO TOP PLATE 16d BOX 3 ill"x 0.162) 16"O.C. FACE NAIL � _j 0 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 SEPARATION MATERIAL ( - 6. Cast-in-place concrete shall be air entrained; 5% < 7% total air content by volume and have of the 2015 C,as amended b the NYS 2016 Uniform Code Supplement. Exterior walls with stucco finish H1360 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH FACE NAIL ON EACH SIDE OF END � Q Y pP NOT LESS THAN 112"'-INCH GYPSUM OR 8-16d COMMON OR FROM THE RESIDENCE AND ATTICS an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, Shall be Ins}?.!!^�' :.utside of each separate sleeping area in the immediate EQUIVALENT TO THIS GARAGE SIDE Exterior walls-wind loads/brittle finishes L/240 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 vicinity of the bedrooms. combination carbon monoxide and smoke alarms Exterior walls-wind loads/flexible finishes L/140 13 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH FACE NAIL ON EACH SIDE OF END International buildingcode and NYS amendments. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"'-INCH TYPE X GYPSUM 12-16d (3-1/2"x 0.135 ) �- Z) shall be permitted in lieu of carbon monoxide alarms. BOARD SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) All Concrete shall conform to the latest ACI standards. L=span length,H=span height BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES O.C. FACE NAIL W O All CO alar'�its shall be connected to the lighting circuit with no intervening wall USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"'-INCH GYPSUM BOARD 14 16d COMMON (3-1/2")OR 16" Reinforcement: Steel reinforcement shall comply with the requirements switch with battery back-up. Battery-powered alarms are not allowed. OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL � IRC TABLE R802.5.1(9) (f� of ASTM A 615, A 706 or A 996. GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"'INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL Q Minimum yield strength of reinforcing steel shall be: 40,0000 psi (grade 40), 24. WALL BRAC)NG: Buildings shall be braced in accordance with IRC DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL required reinforcement shall be in accordance with IRC Table R404.1.2(3), R404.1.2(8) section R60210.4.2 Continuous sheathing method. EXTERIOR WALLS TIHAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF Q 16 3-16d BOX W End conditions for braced wall lines for the continuous sheathing shall conform SLOPE SPACING TOP OR BOTTOM PLATE TO STUD 2-16d COMMON END NAIL J Location of Reinforcement: The center of vertical reinforcement in basement walls shall be to Figure R602.10.7. Braced wall panel connections OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION ALL H ATTACHMENT OF GYPSUM BOARD ROOF SPAN Z located at the centerline of the wall determined from tables R404.1.2(2)through R404.1.2(7). shall comply with nailing schedule and Figures R602.10.8(1) & R603.10.8(2) SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. O 17 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL 12 FT 20 FT 28 FT 36 FT 2-16d COMMON LO Vertical reinforcement in basement walls determined 'from table R404.1.2(8) shall be located RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS Z � to provide a maximum cover of 1-1/4 inches from the inside face. SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 s� LO 0 P 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be NUMBER OF 16D COMMON NAILS 18 1" BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL provided to transmit the applicable uplift forces in section R80211.1 from the 2-8d COMMON r' - Concrete basement foundations shall have horizontal reinforcement as follows: roof assembly to the foundation. 3: 12 16"O.C. 5 8 10 13 Based on R404.1.2(1)- (includes basement entrances and window wells) Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of TABLE R301.2.1.2 IRC Windborne Debris proltection 4: 12 16"O.C. 4 s s 10 y wall and One#4 bar near mid-height of wall. Schedule for wood structural panels E.N asphalt shingles shall be tested in accordance with ASTM D 7158 and classified Fastening ht: One#4 bar within 12 inches of the to pg 5: 12 16"O.C.. . 3 5 6 a Greater than 8 foot Wall Height: 9 P of as per Table R905.2.4.1 of the IRC Residential Code. �, o E N wall and One#4 bar near the third points in the wall story. Fasteners f�i+ 2s halt shin les shall be alvanized or stainless steel, aluminum or Fastener Panel Span Panel Span Panel Span 7: 12 is"o.c. 3 4 5 s = r °' ro o °0._, - Fasteners 9 9 Y -w - E L �,� o. s copper roofing nails minimum 12 gage shank with aminimum- Type Less than or less than or less than or FLOOR FRAMING �, _ Cn D N o 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All PP g g g equal to 4 feet equal to 6 feet equal to 8 feet z a ° _ 0 ro 3/8 Inch diameter head. The fasteners shall penetrate through the roof sheathing q q q s: 12 1s"O.C.o.C. 3 4 4 5 ° ° o 0 N 0 ` Framing lumber shall be DOUG-Fir Larch#2 or better, E=1.6 X 10 and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4 8d BOX PER JOIST-TOE NAIL i, "a m 2� .s J_ ° P Y p r12: 12 16"O.C. 3 3 4 4 3-8d COMMON y c °.- ° a N m _ o Min. Fb for dimensional lumber= 850 psi but not less thin 4 per strip. No 8 Wood screw �,.o o ) °w y T o p p 16 inches 10 inches 8 inches RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON c a 0 ° °�°' Q7 E Y E based anchor with 22 6"O.C.TOE NAIL ' 0 N E c `o CCo-- a-0___ 3 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: 2 inch embedment on center on center on Center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE PLATE(ROOF APPLICATIONS ALSO) 1od BOX m s cn 2 3 r u 3 ° q 9 g: 27. Flame Spread Index: R302.9 BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS b"-' c t a� v - a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D wall and ceiling finishes shall have a flame spread index 5 200 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT BLOCKING TO JOIST 2-10d BOX c° R a 0 E y rn or stainless steel. Insulation ma•�riul, dapor retarders within roof, floor, wall, ceiling assemblies CONNECTION SHALL BE INCREASED AS FOLLOWS: 23 2-8d COMMON EACH END � o t ° E `o _ `- b.) Use Copper flashing Only against ACQ Lumber Sill Plates & attics shall have ,-3 flame spread index:5 25 No 10 Wood screw t a - ID ti o - 3 c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc based anchor with 16 inches 12 inches 9 inches H c / H r 4-16d BOX 9 ° C. 0 � C_ ° _ Z° HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL t o c" o m c°Fi vi°: S 3-16d COMMON ° E c r= E o c a shall be Hot-Dipped Galvanized or Stainless Steel. Smoke-developed Index: R302.10 2 inch embedment on center on center on center `:�,�, 02 wall and ceiling finishes hava asmoke-developed index 5 450 lenght 1 / 3 1.5 25 3-16d COMMON � L y 0 0 _ 2" PLANKS(PLANK&BEAM FLOOR&ROOF) AT EACH BEARING,FACE NAIL m � a E To m o m o $w P_ 4-10d BOX Insulati^n . jai,,;ial, vapor retarders within roof, floor,wall, ceiling assemblies 1 /4 1.33 ° �o o- M E a�o 9. All Engineered Wood Products such as Trus Joists, Micro-Lam, etc shall be &attics shall have a ;smoke-developed index :5 450 tested with ASTM E 84 or UL 723 1 / 5 1.25 installed in accordance with the manufacturers latest installation details, 26 BAND OR RIM JOIST To JOIST 4-16d BOX PER JOIST Framing connectors, Allowable Hole diagrams, specifications, etc. _ 3-16d COMMON 28. SWIMMING POOLS. Shall conform to IRC 2015 Section R326 and as amended a. This table is based on 180 ultimate design wind speed and a:33-foot mean roof height. 1 6 1.20 z "Micro-Lam" Design Stress: E = 1.9, Fb = 2,600 psi, Fv= 285 psi by the NYS Bjilding Standards and code 2016 UNIFORM CODE SUPPLEMENT 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C. FACE NAIL TO TOP&BOTTOM (n 0 _ "Parallam PSL" Design Stress: E = 2.0 Fb = 2,900 psi, Fv = 290 psi STAGGERED ON OPPOSITE SIDES 9 � p � p dated March ?016. b. Fasteners shall be installed at opposing ends of the wood structural panel. W - � 0- "Anthony "Anthon Power Beams Design Stress; E = 2.1, Fb = 3000 psi, Fv = 300 psi Fasteners shall be located a minimum of 1 inch from the edge off the panel. 4-16d BOX Y g g p IRC TABLE 802.11 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER, FACE NAIL W W 29. SOLAR READY DWELLINGS: Shall conform to IRC 2015 R324, Appendix U, RAFTER UPLIFT CONNECTION FROM WIND 3 16d COMMON __I Q V O 10. R310.1 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, International F;,"� Code, 2015 IECC appendix RB and as amended by the c. Anchors shall penetrate through the exterior wall covering with an embedment length of ❑ Z z J � CD each sleeping rooms in basement, habitable attics and eve sleeping room 29 BRIDGING To JOIST 2-iod BOX EACH END, TOE NAIL p 9 every p 9 NYS 2016 uniform code supplement. Provide, but not limited to: Solar ready not less than 2 inches into the building frame. Fasteners shall bie located not less than RAFTER ROOF EXPOSURE C ❑ _J Z Q C) shall have at least ONE operable emergency escape opening as follows: roof zone area of not less than 300 sq. ft. Access and pathways roof access points, 2-1/2 inches from the edge of concret block or concrete. SPACING SPAN W Q 0 VI Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18" from a valley (FEET) ULTIMATE WIND SPEED SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND = � (� W A. Minimum net clear opening of 5.7 square feet. d. Where screws are attached to masonry or masonry/stucco, they shall be attached PARTICLE BOARD WALL SHEATHING TO FRAMING W ❑ -0 13o iao TABLE R602.G (1) V F- = � Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone" and other requirements of using vibration-resistant anchors having a minimum ultimate withdrawal capacity of ROOF PITCH ROOF PITCH (n opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. 1,500 pounds. <5:12 z 5:12 <5:12 2:5:12 DESCRIPTION OF U SPACING OF FASTENERS W J ❑ CL B. Minimum net clear opening height shall be 24 Inches. N MBER AND TYP (D W C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING 1L D. emergency escape and rescue openings shall be operational Exterior glazing in buildings located in Wood-Borne debris regions shall 16"O.C. 12 214 201 263 247 PANEL EDGES SUPPORTS GABLE END WALL FRAMING for future solar electric Installation and labeled "for future solar electric". ❑ from the inside of the room without use of keys or tools. be protected from wind borne debris. 16"O.C. 18 277 259 342 322 6d COMMON(SUBFLOOR,WALL) WHERE Basement contain more than one or more sleeping rooms, 30 an emergency escape opening shall be provided for EACH sleeping room. and the ASTM E 1886 as modified EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section R507 Glazed opening protection shall meet the Large Missle test ASTM E 1996 1s"O.C. 24 340 31s 422 399 30 3/8„ - 1/2 8d COMMON(ROOF) 6" SEE NOTE A 6" fied in IRC section 301.2.1..2.1 Emergancy escape and rescue opening shall open directly to the outside31. NEW Construction /Additions &Alterations: Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 28 348 358 476 446 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" ANSI/DASMA 115. Areas within hurricane none regions: EXCEPTION: Grade floor or BELOW grade floor openings shall have p 9 It shall be the responsibility of the General contractor or his subcontractors to submit . h a net clear opening of not less than 5 square feet. in detail the design,calculations, drawings, written statements of the mechanical, (1) within 1 mile of the coastal high water line were the ultimate design is"O.C. 32 427 ass 529 496 32 1/2" GYPSUM SHEATHING 1-114"SCREWS TYPE W or S 7" 7" oD wind speed is 130 miles per hour or greater. air conditioning, ventilation. heating systems ( new, existing or upgraded) 16"O.C. 36 469 438 538 547 0 W 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each stamped by a professional engineer if required by the Owner or Building Dept. (2). In areas where the ultimate wind design speed is 140 MPH or greater. 33 5/8" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 7" N I-_ continuous run of treads or flight with FOUR OR MORE RISERS. 16"O.C. 42 535 499 664 622 O Handrail Height measured above stair tread nosing, shall not be less than A. EXCEPTION: z 34 inches and not more than 38inches. All Handrails shall be continuous Wood Structural panels with a minimum of thickness of 7/16 inch is"O.C. 4s 599 559 745 ss7 EXTERIOR WALL WOOD STRUCTURAL PANELS >- cn the full length of the stair from a point directly above the top riser of a flight and a maximum span of 8 feet shall be permitted for opening TO RESIST WIND PRESSURES TABLE R602.3 (3) Q D Q to a point directly above the lowest riser of the flight. (Handrails adjacent to protection. Panels shall be precut & predrilled to cover the glazed openings 6i a wall shall have a space of not be less than 1-1/2 inches between the wall ----> I with attachment hardware provided in the table below. -I and the handrail. see IRC code for exceptions. Refer to r• m' Label all panels and store in a clean d area of the house. MINIMUM NAIL MIN WOOD WOOD WALL NAIL SPACING m > Q " � p dry TABLE 507.2 STUD IRC Code for grip size specifications. axAttachments shall be provided in accordance with the table DECK LEDGER TO BAND JOIST CONNECTION NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL SPACING W as follows: THICKNESS EDGES FIELD •,;,.��, l� • PANEL SPAN RATING 12. GUARDS: R312 Porches balconies or raised floor surfaces located more than 30" above the floor or grade below shall have a railing not less than 36 inches JOIST SPAN 8d COMMON NAIL ti CONNECTION (2.5"X 0131") 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" in height. Railings shall have Top rails and Balusters and Bottom rails that are 1/ DETAIL <6' 6'1"To s' 8'1"TO 10' 10'1"TO 12' NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed "' +, "" TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 1/2" DIA. LAG SCREWI!tTERIOR GYPSUM WALL BOARD TABLE R702.3.5 by the riser, tread and bottom rail of the guard rail at the open side of a stairway a/ j NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 23 18 5 ' & 1/2" MAX. SHEATHING 301, 1 " are permitted to be of such a size that a 6 inch sphere cannot pass through. GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS Open sides of stairs with a total rise of more than 30 inches above the floor or �' ,„•W' � R{ Applicant shall provide engineered wood placard 1/2" DIA.THRU BOLT H grade below shall have guards not less than 34 inches in height measured on or adjacent to electrical meter box for field inspection. 36" 36" 34" 29" APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS r' k• 'T & 112" MAX. SHEATHING THICKNESS FRAMING SPACING NAILS SCREWS TO WOOD FRAMING vertically from the nosing of the treads. . .;..-. ..., . `+ �` . �r��+�+ Residential structures with Truss type construction, CEILING EITHEP,DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS 12'1"TO 14' 14'1'TO 16' 16'1' TO 18' p p Pre-Engineered Wood Construction And/or Timber Construction +r 13. WINDOW FALL PROTECTION: Were the to of the sill of an operable window -` ,.wA",.,n r +e+, • .,,,� for new dwelling and/or any addition,alteration 1/2 WALL EITHER DIRECTION 16"O.C. 8" 16" .� •'•••-'•••-'• 1/2" DIA.LAG SCREW opening is located LESS than 24 inches above the finished floor and GREATER (na-rf,4r"ri t1,.er Ant or a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 13" 11" 10' r „ *r�!s s ran°r corrcr+,. r�,,.r, shall be affixed on or adjacent to any electric box attached to the exterior ++ & 1/2" MAX. SHEATHING +r WALL G EITHER ;RECTION 16"O.C. 7 12 than 72 inches above the finished grade or other surface below on the exterior 5/8 6d COOLER NAILS y , .•,•••t••••- of the structure for field inspection -1/2 structural plywood EITHER DIRECTION 16"O.C. 7" 12" •- g p p g �,..`,•. „ftPanel, Attached 1/2" DIA.THRU BOLT that compiles with IRC R312.2.2. Window Opening Control Devices. FIJILDI�tt' t0 & 1l2" MAX. SHEATHING 24" 21" 19" TYPE"x" AT 1a/s"LONG 6d COATED NAILS OR of the building,the window must be provided with a window opening control device x ` F�--I c 16"O.C. 6" 6�� EQUIVALANT DRYWALL SCREWS. V Frame In accordance GARAGE CEILING PERPENDICULAR U 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in 5/8 BENEATH SCREWS SHALL COMPLY WITH o with Table R3011.2.1.2 HABITABLE ROOMS IRC SECTION R702.3.5.1 LEDGERS SHALL BE FLASHED �- +-" c� accordance with IRC R302.11 thru R302.11.2 and Draftstopping shall be International Residential LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) installed per IRC R 302.12 thru R302.12.1 A. ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE r��l F-y r? .fl TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES code of NYS END WALL FRAMING SHALL BE SPACED 6"O.C.. h"M 00 Fireblocking materials R302.11.1 shall be as follows: OF FOUNDATION MATERIALS - A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS i; U 1. Two - inch nominal lumber SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FPOM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO ,i ® O I CLASS OF MATERIAL LOAD-BEARING PRESSURE 2. 1/2" gypsum board GABLE END WALL FRAMING Crystalline bedrock 12 000 psf 3. Batts or blankets of mineral or fiberglas shall be per for compliance rY 0 p WINDOW UNIT with the 10 foot horizontal fireblocking in walls constructed using parallel Sedimentary and foliated rock 4,000 psf DESIGN CRITERIA v-0 -°J Sand ravel and/or ravel GW and GP 3 000 psf A�Chr rows of studs or staggered studs. Y 9 g ( ) P J H1 4. cellulose insulation installed and tested in accordance with ASTM E 119 or Sand, silty sand, clayey sand, silty gravel and clayey gravel Wind speed: <_140 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ,�� ,��6�`O� �..J UL 263, for the specific applications (SW, SP, SM, SC, GM and GC) 2,000 psf A p p pp No of stories: 2 WIND DESIGN a Clay, sandy clay, silty clay, clayey silt, silt and sandy silt SUBJECT TO DAMAGE FROM r. 'r , Mean Roof Ht: 30 ft GROUND "� �. Draftsto in material R302.12 shall be as follows: (CL, ML, MH and CH) 1,500b psf SNOW WIND WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEAN ppp g SPECIAL In combustible construction where there is usable space both above and Roof pitch: per plan PLYWOOD STORM PANEL SPEED TOPOGRAPHIC WIND BORNE EXPOSURE DESIGN WEATHERING FROST DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL p below the concealed space of a floor- ceiling assembly, draftstops shall be a. When soil tests are required by Section R401.4, Bldg Length per plan SHUTTER DETAIL LOAD (MPH) EFFECTS REGION ZONE DEPTH DEBRIS CATEGORY CATAGORY LINE TERMITE TEMP REQUIRED INDEX TEMP installed so that the area of the concealed space does not exceed the allowable bearing capacities of the soil shall be part of the recommendations. p Bldg Width Per Ian g p Refer to General Notes for Panel 20 LBS 1 :5140 NONO NO MODERATE1,000 square feet. Draftstopping shall the concealed space into approximately bldg aspect ratio: 3:1B B SEVERE 3-0 TO HEAVY 15 YES No 1500 or less 52.2 equal areas.. Draftstopping shall be provided in the following locations: b. Where in-place soils with an allowable bearing capacity of less than 1,500 psf fastener requirements. A` 1. Ceiling is suspended under floor framing. are likely to be present at the site, g capacity NailingSched: IRC the allowable bearin ca acit shall be M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER 2. Floor framing is constructed of truss-type open-web or perforated members. determined by a soils investigation. Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED Side evation n°-3: € Min.3"x 11-1/4"net header Header ; ; ; ; ; 6 16d sinker nails fasten king stud to header with r I FULL HEIGHT BLOCKING 1 OR END JOIST IM GTH CONTINUOUS IM ADDITIONAL FRAMING ° ° shall occur at top of wall ° . R602H 0.3(3SGYP.BID FASTENING.)& OF BRACED WALL PANEL OR END JOIST R MEMBER DIRECTLY ABOVE @ 16 ° ° • ° ° ° fasten top plate to header with CONT INUOUS R G BLOCKING CONTINUOUS ALONG LEN "OC ALONG ,I I'I [•I 1, 4"OC AT THE PANEL EDGES, INCLUDING BRACED WALL PANEL BRACED WALL PANEL -�-`#` Header shall be Top plate continuity is °'�' ' two rows of 16d sinker nails @ 3"D.C. •I I•I I•I TOP AND BOTTOM PLATES AND ALL fastened to the required per R602.3.2 IHORIZONTAL JOIINTS BLOCKED.(BOTH SIDES) king stud with Braced wall line SCREWS 1 5/8"TYPE W OR 5 N ` 2-16d NAILS EACH SIDE continuously sheated \� Minimum 40001b header-to-jack-stud I'I I. ( ) � I t N 6-16d sinker nails with 1/2"wood i .I ISI g) x Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening METHOD CS-'WSP: a) m structural panels = r pattern as shown and 3 in.o.c. in all framing(studs and sills) opposite side of sheathing AS PER TABLE R602.3(3) 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS - rn EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG m = Minimum 40001b header-to-jack-stud BRACED WALL PANEL 8d @ 6"O.C.ALONG �� AT EACH BLOKING MEMEBER I �, jack-stud strap BRACED WALL PANEL fid @ 6 O.C.ALONG pp I Panel splice edges shall occur over .I WITH 8d COMMON NAILS BRACED WALL PANEL o on both side of opening o opposite side of .I (0.131 X 2.5"(LONG) ° sheathing i and be nailed to common blocking AT 6' O.C.ON EDGE AND 12 O.C. BRACED WALL PANEL c � En l BRACED WALL PANEL .r Min.Double 2x4 framing covered with minimum _ within the middle 24"of the portal- BRIN FIELD ACED WALL PANEL x Q7 le height. One row of 3"o.c,nailin • I' SHALL BE MIN PANGYP.INTERIOR FINISH: I NILS 3-16d 16"OC ALONG BRACED WALL PANEL x ! " "_•..,ti 1/2"thick wood strucral panel sheathing ° ^ ° 9 9 9 BRACED WALL PANEL t ID BRACED WALL PANEL j P 9 i `� """��" m I with 8d common nails @ 3"o.c.in all framing I ° is required in each panel edge. I•I @ 3-16d @ 16"OC ALONG ! (studs,blocking,and sills)typical i if needed I I WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH I ° I BRACED WALL PANEL 3-16d @ 16"OC ALONG @ I 2'to 18' finished width LLi I'I 1'I WITH IRC TABLE R702.3.5 OR BRACED WALL PANEL BLOCKING MEMEBER ( ) Min Double 2x4 or I BRACED WALL PANEL Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural U _ ,I I,I I 1 i' TABLE R602.3(1)FOR EXTERIOR WALL ! per Table R602.10.5 I panel sheathing _ � _ _ _ J' SHEATHING _ _ _ _ _ _ _ _ _ _ CONTINUOUS RIM OR CONTINUOUS RIM OR Min double 2 x post Q 'I • 1'1 •M - a, END JOIST b No.of jack studs per > •I I•I 1'1 I' ALL HORIZONTAL PANEL JOINTS END JOIST Min. (2)2x4 typ. Table R602.7(1&2) > SHALL OCCUR OVER AND BE I p I ' ' NAILED TO COMMON FRAMING �1"+ OR BLOCKING WITH WITH PANEL a ti [ 2-16d NAILS EACH SIDE w I'1 I' EDGE-NAILING IN ACCORDANCE Min. (2)1l2"Diameter anchors installed per section late washer � � with 2'x 2"x 3116"plate washer L ,I INTERIOR'` 1, WITH THE IRC SECTION R602.10.10 FULL HEIGHT BLOCKING I I'I' I'I ADDITIONAL _FULL HEIGHT BLOCKING FRAMING \ ,I SPACING I I 1 1 t. CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW �,f J .I 1•t 11 1. 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG •I I•I t•I I• BRACED WALL PANEL W _ O < Z 1' 2 X BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 LJ_ ,I ISI ISI I� •I I•I I•I 1• EDGE SPACING -6" FaTURE R602.10.8(2) FIGURE R602.10.8(l) Attach Sheathing to 01 I I I I I• BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole plat Attach Sheathing ,•!! nail sole plate BRACED WALL PANEL CONNECTION WHEN 8D common niafs ° tojoist per Band or Rim joist wI �f aZRimJoist to joist per W .J O •" ' _ _ 1• . ' - PARALLEL TO FLOOR/CEILING at 3"D.C.Top a ° Sub-Floor nailing sched. 8D common nials FRAMING PERPENDICULAR TO FLOOR/CEILING g Jnailing sched. r^ FRAMING Bottom •a • ° at 3"o.c.Top and t J W vJ FASTENING REQUIREMENTS FOR Rim Joist Bottom °� �• ° PHoldowns erPlans LL ° • ° ° . . . nchor Bolts and 0 LL BRACED WALL PANEL AS PER0 per plans Q 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 W J z O LO 3: CEILING OR Z LO O FLOOR JOIST DIRECTION Simpson 1-114" gale. x 20 gage ENDWALL—•► H2A Stud To Rafter ENDWALL Connector Were the distance is SIMPSON H2A coil strap with (5) 8d common N between 9-1/4"to 15-1/4" nails in each end at each rafter. FLOOR AND CEILING JOISTS at each Rafter. With Typical Metal provide blocking @ �� - _ �•N DIMENSIIONALLUMBER ORENGINEERED WINDOW HDR (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter PROVIDE STRUCTURAL RIDGES ° A JOISTS-,SEE PLANS Strapping _ braced wall panels A at Openings c� (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field @ ° °' °' °' Each Rafter on Each side t N 0'0 ° '11Horizontally attached - (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing o= �0 " a plywood sheathing of Ridge to have a o a o ; o Schedule Dwg-1 „ °, Simpson LSU skewable han e . m =o _ N BLOCKING f I shall have Solid Blocking TYPICAL @ all Plywood Joints p g _ 1 ° a) o o ° o AT 48"OC SIMPSON H2A `' a'u °Y � 2 11') w 2-BAYS 1N 1-1/4" x20 Gage � wEco �� CU a`oc ° BLOCKIING @ 48 INCHES ON CENTER Solid blockingbetween at each Rafter. With g -,;.g 3 L c'c 3 ° 3 rafters attached to top U U (5) 8d x 1-1/2" nails in Raftero o o a s Strap with (5)-8d common nails plate with 8d nails @ 6"o.c. (2) 8d x 1-1/2" nails in plate ` N N — L En O1 SECTION A - A �, in each end. catch 'ack studs o In �_ _ US o - o•E along length of braced wall (5) 8d x 1-1/2 nails in Stud Look Out Blocks L a_ 6 S 2 0 3 Refer t Corner H tans ns o -0 c a) N a) P R. panel. and window or door Header. Less than = o 6- ° °w ° ° Typical each side and ALL Gable End Wall E� ?c Q N c o 0o u`•m w m E ° N for locations windows and doors. t „ _ c nE END WALL BLOCKING DETAIL N yp if required � � or Equal FOR FLOOR AND CEILING BRACING RIM JOIST BLOCKING BETWEEN RAFTERS (a7 BRACED WALL PANELS 0 12 I— ° V)M a- E a.=_o NTS IRC 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL See details on EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS this page. TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP IRC 802.3.1 ��^/� IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS vJ A MAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 16"O.C. -fir PER NAILING SCHEDULE. NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD L Z (I) 4 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE N.T.S. 6 2-1/2" LONG Q 9 OF THE ATTIC SPACE AND ATTACHED ry J F THE GABLE END WALL. DIAPHRAGM BLOCKING IS NOT REQUIRED. v TO THE RAFTERS WITH 4-8D NAILS u.. EACH END O n Q Q � W ALL THRESHOLD CAREFULLY I O � Q FLASHED&CAULKED TO 6" � PREVENT WATER INTRUSION I I COMPOSITE RAILING SIMPSON BSC = vJ SYSTEM.VINYL RAILING DTT2Z CONTINUOUS FLASHING EXTENDED I I TOP AND BOTTOM RAIL • • PAST JOIST HANGER AND COLUMN COVER AND W (8) 114" X 1- 1-1/2" I I COLUMN CAP.MEET RCNYS OUTER THIRD CUT SDS SCREWS GALV.DECK HANGER I I FOR CODE POST TO HEADER CONNECTOR OF SPAN ONLY LENGTH SIMPSON LUS26 @ 2X6 COMPOSITE OR ALLOWABLE LOAD: 1,825 LBS PRESSURE TREATED I l SIMPSON ABU POST 12" Min SIMPSON LUS28 @ 2X8 WOOD DECKIN X 4 TREATED POSTS 4"TREATED POST TO CONCRETE BRACKET SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST @FRONT PORCH DECK a• SIDE COVER 2"MINIMUM 1/2" THREADED ROD AS PER MANUFACTURES 4"TREATED POST 2X P.T.LEDGER; MUST BE GREATER THAN SPECIFICATIONS. 2-1/2"GALVINIZED CARRIAGE BOLTS 114 JOIST 0 .-- @ REAR DECK OR SIMPSON SD STRUCTURAL DEPTH, MAX. CLEAR oc) COUPLER NUT AND OR EQUAL TO DEPTH OF DECK JOIST AND GREATER THAN THE DEPTH OF THE RIM JOIST 2 x JOISTS I O 1/2"DIA.GALV BOLTS W/ CONNECTOR SCREW 2"MIN. 1/6 JOIST O LU 1/2" ANCHOR BOLT LOCK WASHERS. GRADE DEPTH,MAX. $ ATTACH TO BAND JOIST WITH 1/2"DIA. HOT-DIPPED ADHESIVE ANCHORS:HIGH-STRENGTH 1/3 JOIST N iv= GALV LAG SCREWS PER IRC TABLE R507.2 AND EPDXY ANCHORING ADHESIVE FOR DEPTH,MAX. O PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) 2x RIM JOIST USE WITH THREADED ROD Use 1-1/4" Metal "' see Schedule on DWG-1 Z MECHANICAL ANCHORS;SIMPSON }- Cl) r) tip of lag screw shall fully extend beyond SIMPSON H2.5 AT WEDGE-ALL WEDGE ANCHOR ' Coil Strap 20 Gage Q Preservative-treated the inside face of the band joist. Solid sawn joist and rafter 12" Min (5) 8d common nails ¢ �-SIMPSON DTTiZ W/(6)10D X 1 1/2" EACH JOIST M COVERED FRONT PORCH FOOTING: n OtCI I l n a and 1JO rI n limits. m w barrier required for 3 24' x 24"x TO VIRGIN SOIL in EACH END at CO .� connectors in contact NAILS @MIN.OF 4 LOCATIONS (MIN 36"BELOW GRADE) Q ': SIMPSON EACH Stud. W W v SPACED EQUALLY. TWO WITHIN 24" POST GIRDER REAR DECK FOOTING 8"DIAMETER NTS 8d6 oc AlongLL with treated wood OF EACH END OF DECK: CONNECTOR BEAR FOOTING ON VIRGIN SOIL Brac��ed Wall Panel MIN THREAD ALLOWABLE LOAD:910LBS. 36"MIN. BELOW GRADE PENTRATION318"DIA. LAG SCREW PREDRILLED MAXIMUM OVERHANG FIGURE R602.10.8(1)SIMPSON CORNER TO CENTER OF TOP PLATE,STUD SHALL BE JOIST SPAN 14 P.T. POST TO CONC. PIER & FOOTING HOLDOWN a, BOX FRAMING R507 EXTERIOR DECKS OR HEADER CONNECTION (a) COVERED PORCH NTS WALL TO WALL STRAP ALLOWABLE LOAD: 1,8525 LBS LEDGER BOARD ATTACHMENT TO BAND JOIST DECK / GIRDER & RAILING DETAIL SIMPSON ABU INSTALLED IN ACCORDANCE 14 NTS 10 NTS 11 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS 12 NTS 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 1 5 l� 1-1/4"x 20 gage G-185 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 R602.2.3 IIRC 602.6] Drilling and notching-studs. Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap .� N STAGGERED with (5)-8d common nails with (5)-8d common nails � FIG _URER602.2.3[2)[IRC FIGURE FASTENERS with (5)-8d common nails �--1 HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS SEE TABLE 507.2 IN 2 ROWS at each stud at each stud Strap may be attached OVER at each stud Strap may be attached OVER Q{ U rA the plywood OR directly to Strap may be attached OVER @ @5.5"MIN FOR 2X8Studs. the plywood OR directly to 6.5"MIN FOR 2X10 Studs. the plywood OR directly to 1 5"MAX 7.5"MIN FOR 2X12 - Studs. Q O O © O 04 3-16d @ 16" oc Along BLOCK SOLID 2"MIN c - BETWEEN JOISTS �_ LAG SCREW OR THRU-BOLT 3/4"MIN _ Braced Wall Panel N N LEDGER BOARD -i- I-=III= FIGURE R602.10.8(1) ® � '� U i' PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS �• PER FIGURE R507.2.10) 1 OF 2015 IRC CODE FOUNDATION-SILL-STUD ,�" "® qR O :r STRAPPING - `' �y FIGURE R602,2.3[1)[IRC FIGURE R602.6(1)]NOTCHING AND • G J 'i•'` 'Distance can be reduced to 4.5" Applies to Garage Wall and BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND ' If lagscrews are used or bolt -I I-111 �' BEARING WALLS Slab on Grade Construction I I _=� �� spacing is reduced to that of 1-1/4 METAL lag screws to attach 2x8 ,:. STRAPPING iF 11` ledgers to 2x3 band joists(1/2" NOTE;ALL STRAPPING SHALL BEAR MIN. 12"ON STUD OR AT EACH JOIST It, :: 3 stacked washers not permitted) RAFTER FACE TYPICAL STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD FLOOR FRAMING STRAPPING 16 17 1 8 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 1 STRAPPING ZO AT CANTILEVER FLOOR JOIST �'•' ~" '�" f M OR MANUFACTURED FROM G185 OR 2450 GALVANIZED STEEL. Rigid insulation 2X ceiling joists Full Thick Insulation R-50 Cover Box pushes glued together see plan w/ MANUFACTURED LIGHT ENCLOSURE Exterior Fill entire Cavity to up and out of the and lay on plywood R-38 Batt Insul. ATTIC INSULATION attic hatch - R-value EIING FRAMING Sheathing Sealant subfloor way for access thin profile structur Tub equal to the Ceiling Double Frame Attic Typ Roof Const. Insulation dams sheathing as draftTypical insulation requirement access opening Base platter prevent loose-fill behind tub x CJ w/ insulation Sealed to Air Seal insulation from Continuous Be exalerior Typ Fasci as per drawings floor i Gasket access gshrough of Sealant or Soffit see > Sealant adhesive Const. Dwgs ( solid blocking Sealant _ Sealant or 1" min Rigid or rigid insulation adhesive Insulation. Airsealed around Weatherstripping eal stairs � Adhesio Casing / EXPANDING FOAM SEALANT Typ. Exterior wall Sealed at perimeter four edges Panel frame gap g Il ONTINUOUS BEAD OF SEALANT See Const. Dwi finish w/ soffit material '`, with caulk 1x2 Stop 1/2 Gyp. Wall RECESSED LIGHTING FIXTURE gs Pull-down Sealan 1/2" plywood Board DRYWALL CEILING staircase or foam attic hatch DRAFTSTOP & SEALANT AT (see plan for size) RAFTER ON PLATE PULL-DOWN STAIRCASE W EXTERIOR WALL OF BATHTUB AIR SEALING AT PREMANUFACTURED DRAFTSTOP DETAIL 6@INSULATION AND DETAIL WEATHERSTRIPPING ♦ 1 ATTIC HATCH DETAIL RECESSED LIGHTING FIXTURE CANTILEVERED FLOORS v Z W Thin profile W rl� �- Fireplace enclosu structural Eave baffle installed Z insulated to top sheathing adjacent to soffit and eave -- of second floor Sheet Metal .Firestop CONTINUOUS BEAD vents. Baffle shall extend over ceiling line Seal joint with OF SEALANT the top of the attic insulation °' W _j 0 Non-combustable as per IRC chapter 11 TYP. ROOF CONST. support sealant (R40202.3) blocking SUBFLOOR GLUED,CAULKED OR GASKETED n/ 1/4" structural sheathing TO RIM JOIST/RIM CLOSURE 2 x CJ W/ INSULATION as enclosure liner sealed Typ Fascia AS PER DRAWINGS Table R402.4.1.1 AOR HERS RATER ir barrier and insulation installation. Sealant or at perimeter and seams. SEALANT Soffit see 11J —J O adhesive Pre-Fab Fireplace Const. Dwgs J TABLE R402.4.1.1 Refer to manufacturers AIR BARRIER AND INSULATION INSTALLATION specs for installation SILL PLATE INSTALLED SEALANT OVER GASKER SILL Q :DO p � ; Q COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa °°°D manual SEALANT Typ. Exterior wa W —J Z General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. oP,:e pica) foundation & framing See Const. Dwgs O Lo requirements in the building envelope. See architectural plans Exterior thermal envelope contains a AIR BARRIER AT FOUNDATION TO BAND JOISTS Lo Q continuous air barrier. Breaks or joints in the air barrier shall be AIR SEAL DETAIL C@ PREFAP FIREPLACE RAFTER SEALING AT ATTIC EAVE sealed. NTS This detail is for weatherstripping and draft sealing, y Cavi insulation All cavities in the thermal envelope shall be filled with insulation.The It is not to an used as a guide for fireplace installation. En Cavity p Refer to Manufacturer for installation manual. E•o installation density of the insulation shall be at the manufacturers'product EXTERIOR WALL AIR BARRIER SEALING EXAMPLE ° 3 m N �'� o E recommendation and said density shall be maintained for all volume of y.��, r 2 8 `o each cavity. Batt type insulation will show no voids or gaps and -o U LO C1 U Q U f0 V >. maintain an even density for the entire cavity. Batt insulation shall be ENERGY NOTES installed in the recommended cavity depth.Where an obstruction in rE;; the cavi due to services blocking,bracing or other obstruction 8. R403; Systems: N 1103.1.1 (Mandatory) programmable thermostats shall be ° °'� ° `° N o ° cavity g g ii m'o.o 0o 00 � 1. All design & construction in compliance and built accordingly to the provided for each separate heating and cooling system. Temporarily operate LOW DENSITY SPRAY FOAM a °Y > �'c, exists,the batt product will be cut to fit the remaining depth of the 9 P 9 Y � � , '� . ; � � y � >� ° a�.. ° cavi Where the batt is cut around obstructions,loose fill insulation 2015 International Energy Conservation Construction Code and the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer r i ' °' y ` ° ° `° .a- ° ° 3 ty. INSULATION, R VALUE IN / ; : �,-Z � � �r� ° shall be laced to fill an surface or concealed voids,and at the 2016 ECNYS supplement. The authority having jurisdiction shall be shall be max 70 F heating and 78 F Cooling. ACCORDANCE WITH - - ' ,f !1 0 ° a °'A L P Y Rigid Foam or = v " manufacturers'specified density.Where faced batt is used,the permitted to determine an energy efficiency program to exceed the HERS REPORT ( �' _` f° ` L energy efficient required b this code. 9. R403.3: Ducts -Su I and return ducts attics shall be insulated to a minimum Wood Blocking ; i t a N o o 3 o 0 installation tabs must be stapled to the face of the stud. There shall be 9Y Y q Y Supply Y of R-8 @ 3" or greater in diameter, and R-6 @ ducts less than 3" in diameter, as backdam TYP. ROOF CONST. ,.�''' ; i ` � o no compression to the batt at the edges of the cavity due to inset { r , - ° a -0 s C E o o a stapling installation tabs. All HVAC, Plumbing & Electrical systems shall meet the IRC chapter 11 Energy Diagrammatic. Duct locations drawings shall be provided by an approved third ,, r p g art using the Manual "J" Manual "S"& "D"submitted at CO. !'' w a� _ o efficiency, International mechanical code, International energy conservation code party 9 Roof underlayment 2 x CJ W/ INSULATION { , ° 0 i_ ° o ° °r c Insulation that upon installation readily conforms to available space and the 2015 ICC and 2016 NYS Supplement. sealed to drip edge AS PER DRAWINGS �` �r 1 I I' ~ 8 ~ shall be installed filling the entire cavity and wi.hin the manufacturers' 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall density recommendation. 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder be sealed by an approved third party (HERS Rater) using the OR HERS RATER and posted on a wall in the space where the furnace is located Manual "J" Manual, "S" &"D" submitted at CO. Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the Typ Fascia/ ceilin /soffit shall be aligned with the air barrier. Soffit see SEALANT T' ' �' M g g` 3. R402.1. Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine insulation and any gaps in the air barrier Building envelope (prescriptive) per table N1102.1.2 insulation & Fen. b Component. 9 Y PP party( ) 9 g g p air leakage b an approved third art HERS Rater using the Const. DW S �+.".., •--.. ! • � z sealed. manual "J" Manual ,"S" & "D"submitted at CO. non-Vented 1t U) Access openings,dro down stair or knee Batt insulation installed in attic roof assemblies may be compressed at 4. R402.2. Specific Insulation requirements: (prescriptive) shall meet the requirements of -J --I p 9c. R403.3.5: BuNin cavities shall not be used as ducts or plenum. 2} wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. sections N 1102.2.1 through N 1102.2.13 9 p Q Q shall be sealed. ~+ W Walls The ' 5. Installation -the components of the building thermal envelope shall be installed in 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Typ. Exterior wall �— Junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated accordance with the criteria listed in table 402.4.1.2 or required by code official, g g See Const. DW S plate shall be sealed.The junction of the by completely filling the cavity with a material having a thermal �� fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. 9 W or an approved third party using manual J , S &"D". (Y top plate and top of exterior walls shall be resistance of R-3 per inch minimum. 11. R403.5.1 (Mandatory) Heated Water Circ &temp maintenance as per DUCT SEALING REQUIREMENTS sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be 6. R402.4. Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4.1 section N1103.5.1.1 and N1103.5.1.2. OPTIONAL - RAFTER SEALING AT ATTIC EAVE installed in substantial contact and continuous alignment with the air through N1102.4.5 Q WITH SPRAY FOAM INSULATION barrier. 12. R403.6; N1106.3 (Mandatory) Mechanical ventilation Shall meet the requirements Air leakage shall be tested and verified by an approved HERS rater as having an of the M1507 of the IRC code or with other approved means of ventalation. Windows, skylights The space between window/door jambs air leakage rate not to exceed three air changes per hour. A written report of the Provided by ane approved third party or approved HERS Rater. and doors and framing and skylights and framing test results shall be signed by the party conducting the test. shall be scaled. 13. R403.7:R403.7Equipment sizin Mandato Heating and cooling equipment I ' Refer to N1102.4.1.2 for testing requirements. 9 (Mandatory) 9 9 Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. shall be sized according to the ACCA manual S based on building loads ~' + 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside calculated in accordance with manual J. Sizing and efficiency ratings shall be00 Floors(including The air barrier shall bre installed at any Floor framing cavity insulation shall be installed to maintain combustion air. Facto built fireplaces shall be listed and labeled provided by an approved third party (HERS Rater) using Manual "J" Anne mi"`i"`'"''' --� r'` T_ � above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor Factory p r, "D"' °P°r ,o I'""I'""�� ° i' o W g g p g p g according to UL 127. and Manuals S & cantilevered floors) framing cavity insulation shall be permitted to be in contact with the ' , F- topside of sheathing or continuous insulation installed on the 14. R404.1 (Mandabry) (Lighting -A minimum of 75% of permanently installed fixtures !,' LO z underside of floor framing and extend from the bottom to the top of all must have high-efficacy lamps, Fuel gas lighting systems shall not have _ _ _ __ _ T perimeter floor framing members. continuously burning pilots. - _ Q of 6 Q Crawl space walls Exposed earth in unvented crawl spaces W 24" to here provided instead of floor insulation,insulation shall be � W i' l "J. n, shall be covered with a Class I,black permanently attached to the crawlspace walls. `.��`_'- ------ - - - - PP J 136"m i��Ct uni!sl 4"sphere cannot Approved window fall picwen'i°n I ��V InCOb'1 > vapor retarder with overlapping joints r:ass thro;rcry d°vii:°(conr:}rm to Asrrvt F 20,K) W WC) taped. Fin,,npd F'oor Height Shafts,penetrations Duct shafts,utility penetrations,and flue R312.2 WINDOW FALL PROTECTION DIAGRAMS shafts opening to exterior or unconditioned space shall be sealed. TOP OF THE WINDOW SILL SHALLBE A MINIMUM OF 24"ABOVE THE FINISHED i Heicllit Ab.-ve M� Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FLOOR AND GREATER THAN 72"ABOVE THE FINISHED FIniGhec! Flora GRADE OR OTHER SURFACES BELOW ON THE Height I' over the correct density without any voids or gaps or EXTERIOR SIDE OF THE BUILDING.SHALL Fini=hcd ( ItIdC f=Irl hcrl Floor compression,or narrow cavities shall be filled by COMPLY AS FOLLOWS: insulation that on installation readily conforms to the R312.2.2 WINDOW OPENING CONTROL DEVICES: available cavity space. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH Garage separation Air sealing shall be provided between the garage and ASTM F 2000.THE OPENING DEVICE AFTER OPERATION Finished Grade TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO conditioned spaces. FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE 1 Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal TO MEET EGRESS R310.2.1 a envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. Plumbing and Batt insulation shall be cut neatly to fit around wiring and `' � a) ~ Nviring plumbing in exterior walls.There shall be no voids or W gaps or compression where cut to fit.Insulation that on U f rnl available space shall ¢ '~ c� ex end behind piping and wiring. p ( MANDATORY) ( ) ~ M CERTIFICATE MANDATORY N1101.14 R401.3 1-�-I Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and hubs shall beC) �µ-l� M A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE � V � �� exterior wall showers and tubs shall separate them from the showers and insulated. BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE tubs. FURNACE IS LOCATED. o Electrical/phone The airbarrier shall be installed behind electrical or THE CERTIFICATE SHALL LIST THE FOLLOWING: �_:D ARC o box on exterior wall communication boxes off air scaled boxes shall be installed. i HVAC register HVAC register boots tluatpenetrate buildngthennal R-VALUES FOR CEILING/ROOF, WALLS, FLOORS FOUNDATION (SLAB, WALLS, CRAWL SPACE ETC), AND DUCTS. 'SCA� d H� I)�C� O boots envelope shall be sealed to the subflooror drywall. to Concealed When required to be scaled,concealed fire sprinklers shall U-FACTORS FOR FENESTRATION AND THE SHGC COEFFICIENT. ' * j sprinklers only be sealed in a mamicr that is recommended by the t RESULTS OF AIR LEAKAGE TESTS, DUCT LEAKAGE TEST. manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and 'i "" J walls or ceilings. TYPE AND EFFICIENCIES OF HEATING, COOLING, � WATER HEATING EQUIPMENT. „- IC = insulation contact. a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 0" r FIRE PROTECTION OF FLOORS: 1/2"GYPSUM BOARD ON ENTIRE CODE COMPLIANCE STATEMENTS: CEILING ABOVE BASEMENT ENGINEERED FLOOR JOIST ATTACHED TO THE UNDERSIDE WITH A MINIMUM FLANGE OF THE JOISTS, 1. The windows selected for this project shall meet OF 1-1/8"X 2"WIDE, 1/2"THICK GYPSUM the egress requirements of R310. BOARD LAYED ON R302.13;FIRE PROTECTION OF FLOORS: 2. All windows shall meet Section R308 Glazing and TOP FLANGE WITHOUT 3"(MINERAL WOOL INSULATION EXCEPTION:#3. 9 8308.4 Hazardous locations. ANY FASTENERS. LAYED ON TOP FLANGE WITH 1. THE AGGREGATE AREA OF THE 3. Windows were required shall meet the Window Fall INSULATION STAY WIRES 24"APART UNPROTECTED PORTIONS DOES NOT MANUFACTURER:"ROXUL" EXCEED 80 SQ FT PER STORY protection requirement 8312.2. BALANCE WITH FIBERGLASS BATTS TO EQUAL THE SUM OF R-30 2. FIREBLOCKING IN ACCORDANCE WITH 4. Bathroom windows shall meet the hazardous FIRE PROTECTIVE OPTIONS SECTION R302.11.1 IS INSTALLED ALONG glazing requirements as per R308.4 THE PERIMETER OF THE UNPROTECTED 5. Stairs, landings, railings & guards shall comply FOR I-JOISTS FLOOR SYTEMS PORTION TO SEPARATE THE UNPROTECTED g g g P Y PORTION FROM THE REMAINDER with R311 & R312 COMPLIANCE WITH:R302.13; FIRE PROTECTION OF THE FLOOR ASSEMBLY. 6. Outside lighting shall comply with RE 3803.3 OF FLOORS: EXCEPTION:#3. 9 g p Y 7. Stairway illumination shall comply with R303.67 W and R303.8 83'-0" 8. Fireblocking shall comply with R302.11 thru R302.11.2 U 9. Draftstopping shall conform to R302.12 thru R302.12A W 22'-5'/Z" 11'-10" 2'-2" 8'-0" 2'-2" 36'-4'/2' 10. Flame spread and smoke-developed index for walls and ceilings shall compy with R302.9 thru R302.9.4 W � 9'-11'/" 3'-3" 9'-3'/" - 11. Flame spread and smoke-developed index for Q z insulation shall compy with R302.10 thru R302.10.5 _ Q OUTSIDE BASEMENT ENTRANCE �' 11. Recessed lighting fixtures rated for 8"CONCRETE WALL ON MIN 16"X 8" g g J FOOTING WITH 4"CONCRETE LANDING& membrane penetration shall meet ASTM E119 4"DRAIN TO DRYWELL,CONCRETE STAIRJ MEETING IRC R311.7-STAIRWAYS. ' and Fire Stopping as per ASTM E814 or UL 1479 W _J O HANDRAIL PER R311.7.8, 34"-38"ABOVE 12. Exterior Decks shall comply with R507. �'�/ = NOSING. 36"HIGH GUARD RAIL ON C) O to ry Q TOP OF CONCRETE WALL. v 1- 161-01, 21-011 GUARDRAIL W O ------------- - 2x6 CK JOISTS@16"oc W /� 2-2 P.T.GIRDER ryLL uJ Cn - ---- - -- - ---- - -- - - ---------------� ; n ---------------------- TYP. ETAILFOOTING W O F.D. 1 � �;�,-__ __�.�_ -_- �.�r= - _ � SEE DETAIL ON DWG-2 Gt 1 1 1 , _ .. .. .j O z EXTERIOR I I LIGHT •---------- ----------• N YP.DECKLEDGER -' C14 -ABOVE DN H : '---- ,�,. .�,, N -T--------SE---- ONDWG2 ------ -------i--------------------------------------------------------------- N ~ O - ------3'-01 �. - - - - i � U � 1 T• d ---------------- .................... ....._.. ._.... ...........r� O ,.--.. ................................................-r,......... ... ................................. 1 N ..... tco.............................................. .90......E � CO 00 OU i iW 00 SIMPSON DTTZ2 ' ' M o •--- ------------------------------- ---------------- ------ HOLDOWN U) c °' ; ; ; ' W BRACE WALL ABOVE ;I; ALLOWABLE ;; m�� ` N o o W o CONNECTION DETAIL ''' LOAD: 1825 LBS �, �, 2 o a` 1 I 1 ' , Z z ON DWG 2 DET 2 +�-' SEE DET 10 ON DWG-2 , , £•�w, E ,_ w drop top of concret o°W Z� ❑ C ;X o= �' o3 R w °o LL o W z TYPICAL LJL _ .N o a as required for garage 2 c ' doors ; ; u oW<w -� I a `n � !2, ooN � a U rn Dl �,2-Cc iT«,Y O Q ' 1 N O 21'-9'/2" _ °m W~ 59'-2'/z" J ' L� a s _ MAINTAIN REQUIRED - c 2 m I 1 _ ' ' M L N C 3 M W LOAF-'(n 00 , 1 U,.. OL,� ' ti ~_¢ ° I` ' ' SEPARATION DISTANCE o o UO ° ° - a U m t 1 w ' UNFIN. BASEMENT o a W TYPICAL INT. FOOTING/COL ►� _ a� T_ 0=w r" O ' FROM ALL HEAT �, rn - - I a}ZU n n " r- , 1 ca`.E c ` vi o �•- 1 4' CAST-IN-PLACE CONCRETE 1 0- = 0 36 x 36 x 12 Thick poured I PRODUCING EQUIPMENT s s co uLi °'v-'§.2 ;_ BRACE WALL ABOVE o N w LL `T 1. " ° ° _ SLAB INSTALLED IN CD TO COMBUSTIBLE MATERIAL c o Q "L m ' ACCORDANCE WITH IRC (0 li U Q O Concrete footing & 4 O.D. d I Beam Pocket t AS PER MANUFACTURER'S ° o=-° .2 y•o 1 1 CONNECTION DETAIL o ; ; ; SECTION 8506 Ch M c° (yp) :c�•�,: L- E u " a 1 1 r Diameter steel column. 1 ___ M steel shims as req'd ; SPECIFICATIONS AND E ` Z G P s �; -v ON DWG 2 DET 2 ; ; ; ;-� -� ;--------i LATEST MECHANICAL CODE, f0 in m - Q aCD 0 TYPICAL N {3) 1-3/4"x11-7/8" LVL ; F- 6 N(b o- In E o L ' /42'-211 `. ��:..::... .... .: :�::::::..................ti. 1 I 1 --....... ................. - ' 1 9'-1011 ------- 91-1111 11'-2/z" 11'-2'/2" r 8'-6" 8'-6'/z" 01 ; 1 , 1 ........ ...------- ' - - ' ---------- - - 1 .,. .... .., I I I 1 I -'�4 .+ I \ N ' ❑ ' 1 3 -3'4"x14" LVL -------- ;-------- --------, LO ' -1 ' ' 1 , Beam Pocket (typ) I { ) / \I I 1 : (3) 1-3/4"x14" LVL ; ; CN steel shims s req'd ------- ��------- .. --=------------------------�--- 1 ........... .- ........... .�...d........................ Q 1 1 -i•- 1 I•�.•�, , I 1 1 o 1 1 , I i N CD o _ ; � U) I M 2x4 Frame Around the u W W w W 1 1 J , _ '________'I 1 1 Z W Staircase From Floor _J ' ' _ o L'o w Z ' ❑ IILL. M dropto of concrete �? I ;====____�� -J ' �'_ 1 , 1 1 p , , , I �, 1 �_____ __� u ' to Ceiling. Treated ; ; a o z¢m= -� ' as required for garage - w �- _ _J I > 111 _ ° ' Cn „ J I o �; W `J U_ shoe and sheet-Rock .� I , 00 - m>o`� ; C° 1 I ' 1 1 -6/2 _1 r f-• 0 r-Y- -- ' J 1 - ' ' [� LL U ~ , 1 Inside Wall Minimum. `- doors 11 1 W EO O O W Z� _ I J I -- --- , , - ��ca , , x 1 1 1 1 � I I - I .J 111 00 W ':C , 1 1 o U Z:o N _ ____ _ I Attach railings to Wall. ti , , ° o=W I N ' BRACE WALL ABOVE I o o CO ---- = ti ' Hand rail �I T- W'?¢ ' 1 1 _ r I r i N , 1 1 � ❑ CONNECTION DETAIL �? M 1 L o o m x I _' - \ I per RR314 a i� ONDWG2 DET2 ~ ~�'o°� - -------- I ; ; ILU U % 34"-38" c� I I1'� TYPICAL v - W ------ BRACE W LL ABOVE 1 1 00 ao i`� ; ; 1 I 1 �' 0 LU Q wo o ( 1 I Above Nosing ' ' 5, �- ❑ ❑ ❑ UNEXCAVATED I 1-° c->- 5= 'a v I -- N 1 �;I� CONNECT ON DETAIL I we �_ h \ � 11 ON DWG DET 2 O 0 " , I I , �NWr-U_ O �- 111 �j 1 1 4 poured concrete slab 1 I U Q o I UP 8"xl�" P•c• ' ' TYPICAL } with 6x6 10110 WWM, I 00 I ' ° PIER TYPICAL• i ; ; on compacted -------------- ---------1-; I Q � ;- -------- --------......--- , ..�-- , ---------- ...------------------------...... < ¢ ¢ I w ---iio-- , ¢ granularfill. Pitch slab N ; w W I /4"/ft to garage doors. •-- ----------:- co I •--------------------------------------------------------------------------------------- U -' ; `--------------------------- -------,--+ 1 1 (,o -,d. U_ (n (n 1 1 N 1 # o I .J. M ao Y ' 1 , I. C`7 8" ; „� /1 1 I 1 1 I W (� SIMPSON DTTZ2 ° TYP DEaC LEDGER 00 ❑ --1 OLDOWN EACH E _' SEE DET,ON DWG 2 I ~ ' 00 AL WABLE �' °°m-.. �� DECK LATERAL HOLDOWNS _ i N LOAD�tB S ONE WITHIN 24"OF EACH END 1 I 1 Ai�b�WO SPACED EQUALLY ❑ - „,�,EE DET ON DWG-2 �}- ' ' O _. - - --- - - ---I ALONG.DECK-REFER TO 1 N ❑ 00-------------------------------------------------00----- I "� ------ N --- ` - DETAIL ON DWG-2 '; 2 - 2x1 P.T;. GIIRQE _ . ................................................................... i - - - - - - - - - - - - - - - -•I (2)ANCHOR BOLTS �j IN EACH CS-PORTAL TYP.COVERED FRAME WALL ABOVE PORCH F06TING SECTION-SEE SEE DETAIL Plumbing Note: � DETAIL 3 ON PG 2 22'-11" 7'-O'/z" ON DWG-2 C9 ALL PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH PART VII OF THE IRC&NYS UNIFORM V U 29'-11'/2" k 12'-91/2" X0'-5'" k 29'-10" CODE SUPPLEMENT H Q � r-..( ,- 11 Electrical Note: M 831-011 ALL ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED U O •'� TYPICAL FOUNDATION - ( 9'-0" WALLS ) IN ACCORDANCE WITH PART VIII OF THE IRC. A MINIMUM OF 75% PF IN ACCORDANCE WITH IRC CHAPTER 4 PERMANENTLY INSTALLED FIXTURES O 8" CAST-IN-PLACE WALL WITH FOUNDATION PLANMUST HAVE HIGH-EFFICACY LAMPS. 'C 'on REBAR: PER IRC TABLE R404.1.2(1) �� ,� Mechanicals stems O Greater than 8 foot Wall Height: One # 4 bar within SCALE: 1 /4" = 1 -O THE MECHANICAL SYSTEMS SHALL , r;D A�Cy� 12 inches of the top of wall and One#4 bar near BE INSTALLED IN ACCORDANCE WITH the third points in the wall story. B O Smoke Detector A TYPICAL ANCHOR BOLT - IRC R403.1.6 PART V&VI OF THE IRC. p rY 5 5 ALL MECHANICAL SIZING PER ACCA << MAXIMUM SPACING: 1/2" " VERTICAL REBAR: PER IRC TABLE 8404.1.2(8) Carbon Monoxide Detector @ 72 O.C. MANUAL°s°BASED ON LOADS ''� � • `� ' #5 @ 36 inches on center (maximum 41" o.c.) CO Refer to DWG-1 General Notes " CALCULATED PER ACOA MANUAL"J° :, EMBEDMENT OF 7 WITH NUT & WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST DUCT COMPLIANCE WITH MANUAL°D" 9 .S•*sem; ' ON 24" x 12" CAST-IN-PLACE CONT. WALL FOOTING, In accordance with Section 915 of the „ II 8303.4 MECHANICAL VENTILATION. 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE 2015 IFC as amended by the NYS ONE BOLT - 12 MAX AND 3-1/2 MIN OFF DWELLING UNIT SHALL BE PROVIDED Vii` r;1,,,��o Gam-' P uniform code supplement ENDS OF PLATES. WITH WHOLE HOUSE MECHANICAL �*" T� y '• SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND �,� �•� ,�►� VENTILATION IN ACCORDANCE WITH y,4 QE 44E TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP SECTION M1507.3 --�'�'` FOOTINGS 1V TO 2H . Pre-Fab/ Factory Built Fireplaces In accordance with IRC code chapter GUARD RAIL NOTE: 10, factory-built fireplace inserts shall Porches, balconies or raised floor be UL listed and labeled and shall be surfaces located more than 30 inches installed in accordance with the above the floor or grade below shall 831-0" conditions of the listing. Factory-Built have a railing not less than 36 inches (replaces shall be tested in accordance in height. Railings shall have Top rails and 22'_5'/2" 6o'-61/21 with UL 127. Hearths shall be installed in Balusters and Bottom rails that are accordance with the listing of the NO MORE THAN 4 INCHES APART. EXCEPT: the traingular openings formed 14'-0" 8'-0" 38'-61/2" Fireplace & in accordance with IRC code by the riser, tread and bottom rail of the for Hearths & Hearth extension. Guard rail at the open side of a stairway " " " 22,-0" 5'_9" All Fireplace shall be equipped with an are premitted to be of such a size that a 11 -10 21-211 4-0 4-0 2-2 81-71/211 exterior air supply. Exterior air ducts 6 inch sphere cannot pass through. shall be UL listed. Factory Built Chimneys Open sides of stairs with a total rise of shall be in accordance with IRC code chapter more than 30 inches above the floor or 10 Section R1005 Factory Built Chimneys. W grade below shall have guards not less than 34 inches in height measured vertically from the nosing of the treads. NOTE:GLAZING HAZARDOUS LOCATION:R308.4 INCLUDING BUT LIMITED TO THE FOLLOWING: J SAFETY GLAZING(TEMP GLASS)IS REQUIRED AT GLAZING IN A BUILDING Z W WALL ENCLOSING BATHTUBS AND SHOWERS WHERE THE BOTTOM EDGE N OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING LL SURFACE AND DRAIN INLET. WET SURFACES: R308.4.5 GLAZING IN WALLS,WHIRLPOOL, SAUNAS, BATHTUBS,SHOWERS AND .J STAIR HANDRAIL NOTE: INDOOR AND OUTDOOR SWIMMING POOLS SHALL BE TEMPERED GLASS (ALL PANES)WHERE THE GLAZING IS LESS THAN 60"ABOVE THE FLOOR Provide Handrail on at least one side OF ANY STANDING OR WALKING SURFACE. W J J of each continuous run of treads or flight 11'-5'/z' 11'-0" EXCEPTION:GLAZING THAT IS MORE THEN 60"MEASURED HORIZONTALLYO with FOUR OR MORE RISERS. -- - --- - - -- --- - - --- TYP -WOOD STOOP AND IN A STRAIGHT LINE,FROM THE WATERS EDGE < Z Handrail Height measured above ____ AND WOOD STEPS � E- 9 ---- - SAFETY GLAZING IS REQUIRED ADJACENT TO STAIRWAYS,LANDINGS, stair tread nosing, shall not be less than TO GRADE AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF WALKING SURFACE ry TW2846-2 SIMPSON DTTZ2 W O 34 inches and not more than 38 inches. Framer to verify centerline of window OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF J All Handrails shall be continuous the full over sink with kitchen layout plan �� HOLDOWN STAIRWAY IN ANY DIRECTION AND WHEN EXPOSED SURFACE OF '^ ALLOWABLE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD W vJ length of the stair from a point directly provided by Owner or builder._ 7� LOAD: 1825 LBS OR WALKING SURFACE. above the top riser of a flight to a point 30210 �6' SEE DET 10 ON DWG-2 TEMP LL directly above the lowest riser of the flight. 3046-2 GLASS Q O Handrails adjacent to a wall shall have a - -------------- - - ------------- r` W Q -2 5-1/21' x 11-7 " LVL Flush —(3) 1-3/4" 11-7/8" LVL 7 space of not be less than 1-1/2 inches = - 11 -0 POST POST 2x 1U Cn = between the wall and the handrail. - - - - N - - - - - - - - - - - - - N - - J L I� - - LVL LVL I o O ��J _ 8'-1" 8'-1" 1'-10" N w coLO �j see IRC code for exceptions. Refer to I 3'-0° r-_-- -, X �. IRC Code for grip size specifications. 42'-3" 6'-01/2" 51/2" �' CD CP I \ - = LO \ cn I UL LISTED M ` KITCHENcn I WOOD BURNING fan v ------ --=-------------+ U r- 1 / a ,I PRE-FAB FIREPLACE (0 ® o - SIMPSON DTTZ2 \ o iO - HOLDOWN 0 rn I GLASS DOORS& MASTER -Z E r (p tin I FAMILY HEARTH EXTENSION 0 ' WALK-IN BATH ALLOWABLE `o c m LOAD: 1825 LBS C'� o o r r J O _ I AS PER RESIDENTAIL cV o - J ' ROOM CODE-CHAPTER 10 CLOSET oo VENT TO EXTERIOR U 0 11'-0"vaulted SEE DET 10 ON DWG-2 0 �' L E E o a r I ` �� \ o (I OPEN TO 11'-0"vaulted clg ht o ° _ " o r - cl ht o z0 0OUO V1 co ,p r �, I (� V�/ �- N -' N I ABOVE _ g \ _ — ONn OUOC 0 1 ,o o Co � I N OOO\\\ a � Uv� D� .2,- C? O `•y� V♦ O c1/ •� �' \ U .0 G C N \`( r r X I N rr u? Z-g- --Fu o 0 w m o o X / Ur r r r 2 22;5 � vi v° N N - c y � >- c ate. o r` X �r `- �- Cr j. M av �Y m d m o �x INSULATED SOLID CORE r \ / STEEL DOOR,SOLID WOOD l M m!� B c o m o c 3 Cj r ~ r_ " ' I o c.2 Cc o or mar ' \ / DOOR(MIN. IRE THICK)OR ' M \ \ 11 „ c� / N 8 0 - m« `L c I Cl) � � � 20-MINUTE FIRE RATED DOOR. � 3 co .-.� � � o o ❑." C O U C L EACH WEATHER STRIPPED �-I (2) 1-3/4 x11-7/8 LVL FLUSH Plumbing Note: ` �'� r �;o- o•- I W/SELF CLOSING DEVICE. POST — " - — _ _ __ _ _ - - - - - - - OS 2, 6„ 2, 6„ ALL PLUMBING SYSTEMS SHALL BE L a c �' `0 3 0 E - - — - — - — - — - ---------. - - - - - - - - - - - - LVL r " 1 r " r n r n �, C� OLT U+-L _ GOO ---------`N " LVl - - / INSTALLED IN ACCORDANCE WITH a� 0 c v a� cn•° (3) 1-3/4"x 16" LVL 6-6/2 a'-o' N 5-10 2-8 3-6/2 5-11/2 12-5/2 „ = t_ E � U a I.r) I _ \ 10-0 / PART VII OF THE IRC&NYS UNIFORM :rn y m U m c a U C' Zv _ -------- --- ------- ------------ NF -,- _ - D oo - COD 00DE SUPPLEMENT Lco - o G-o o L c c m c m 0 _I_- _ Watl Ht POST , (2) 1-3/4"x11-"1/8" LVL 2'-2" Z I O N - - - - - - - - iv F r, rn CO a F- m E 0- o a _LVL ____-_____ ____+ \ / POST FRENCH co � co Electrical Note: -_--- I � o Bearing o �:Z-6" �(2) 1-3/4"x11-'i/8" LVL LVL I O I X ALL ELECTRICAL EQUIPMENT o ' ' Wail I ____ POST 2' 11 I I N O NND WIRING SHALL BE A ACCORDANCE WITH PART VIIIOF \ ,- „ LVL _ THE IRC. A MINIMUM OF 75%PF 1 2x8 R fters 16"oc 4 0 I -_DAWN I MASTER I PERMANENTLY INSTALLED FIXTURES 2x4 Collar tie 16"oc I \ r -------- MUST HAVE HIGH-EFFICACY LAMPS. I - `� I BEDROOM M b - ~ - -- '- "-- o I I Mechanical systems - ( fan _ � 3-2x10 � � a, I r;- 0 - ,2x8 R� an. 16"oc . _ ® ---- ---- 21-0' I. �N 11'-0" Tray THE MECHANICAL SYSTEMS SHALL N -' tYI 2x4 Collar tie @ 16" oc cn N I -------- FOYER '�� I Clg ht I o BE INSTALLED IN ACCORDANCE WITH X CD - PART V&VI OF THE IRC. N ' X \ 5'-1'/2" 3'-4" 12'-611 Q , --- -_ ALL M N _ __ ____ N = � w I I MANUAL HS"BASED OIN LOADS ACCA ' U I 5'/z" �? 2'_8" 31/21 N I ____ U STUDY o J p I I CALCULATED PER ACCA MANUAL"J" o \ o o _ ABOVE Z `- Z I I DUCT COMPLIANCE WITH MANUAL"D" W - I _ N ________ a ---------\� „ ♦ N I ` POST µ I u- o Q I I R303.4 MECHANICAL VENTILATION, 1 L0 (3)1-3/4 x 16 LVL ` o DINING o j -------- _ _ U DWELLING UNIT SHALL BE PROVIDED C° ______ ___ _________________---' ------------------� --LVL ---- X, ROOM a -------- 0 00 WITH WHOLE HOUSE MECHANICAL 2"WIDE d ~ I I o N VENTILATION N ACCORDANCE WITH --- _ --- ---------------------------- ;P _ ZN I tt o --- --- I I � SECTION M1507.3 mr �- -------- STAIR x O --------- ' -' x - - - - - - - - - - fV co -- T---- — LVL ; VENT CLOTHES DRYER �� °D M N ' IN ACCORDANCE WITH / \ / \ CHAPTER 15-CLOTHES '� 9'-6" 12'-2" ~ / 17'-1" \ ' DYERS EXHAUST. =N o `✓ ' GARAGE ` r \ c 3'/2' 2-2x1 2-2x10 / (2) 1-3/4"x 9-1/2" LVL \ o 0 Provide 5/8" Fire ted Gypsum I - - - - - - N H WALL.7B60E - - - I o �� wallboard on walls%a . ceiling of M o X p - -N N I, rx12-�2)-* 3062 3062 3062-3 iri I 3062 N +�♦ garage r r. Ln (2) 1-3/4"x11-7/8" LVL co ti� Insulate walls common with 1 / .N co C] 2:o heated areas. W I `0 - `_ I /o m mj Q SIMU22'-Orr . J HOLDOWN EACH END U) --- ------------- f4o 5'/z' ALLOWABLE CK I \ i eE)V POR I I LOAD: 1825 LBS w \1 x N I SEE DET 10 ON DWG-2 C N 1 � N I 5 I/, — ---- --- — M ---------------------- - ---- - -------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------------- permacast 3062 3062 _____________ _____________ columns r 5'-6" 11'-11" 5'-6" 3'-6'/" 3'-6'/" 6'-81/2" 6'-1" 5'-2'/" 5'-2'/2" 3'-0" 6'-0" 11'-10" 9'-0" 01 7 P4 N 22'-11" 7'-0'/" 12'-9'/2" 10'-5" 29'-10" a 83'-0" Z '-" CZ F 9'-1" PLATE HEIGHT oo ° WINDOWS, EXTERIOR FRENCH & SLIDING DRS Plans indicates ANDERSEN series 400 Tilit Wash B 1ST FLOOR PLAN A Model Numbers and shall be In accordance with IRC R609 5 — ,I 11 5 To be designed & installed as per manufacturers SCALE: 1 /4n — -O specification for 140 ultimate design wind speed ` O A U and IRC Table 301.2(2), 301.2(3) �� H!Cy0T O O Smoke Detector NAME AREA Provide HP LOW-E4 glass; U = .32, SHGC = .30 � Or P� G'��c'� EGRESS: shall meet R 310 � Carbon Monoxide Detector First Floor Area 2052 s ft. WINDOW FALL PROTECTION: shall meet R312.2 , co Refer to DWG-1 General Notes q Substitutions made upon meeting Code. In accordance with Section 915 of the Garage Area 850 sq ft. 2015 IFC as amended by the NYS See page one, general notes for additional N� C'� � uniform code supplement FIRE BLOCKING SHALL BE INSTALLED code requirements. ®F cad 4 IN ACCORDANCE WITH IRC R302.11 "-. „. THRU R302.11.2 AND DRAFTSTOPPING PER 8302.12 THRU R302.12.1 0 ROOF 4" VTR JL JL 4" VTR JL 4" VTR 0 0 3" 3" 3" 3" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" e 2" 2" C? 2 ND FL. 3" DOUBLE STUD AT TIE 2" 3" 3I f 2 SIMPSON LFTA 211 3 WITH (16) 10D NAILS U ALLOWABLE LOAD: 1,205 LBS 3 W 2 2 TYPICAL HOLD-DOWN BETWEEN W FIRST AND SECOND FLOOR Q � z 11/2" 11/2" 11/2" 11/2" 11/2" 2 OPTI NAL 11/2" 11/2" 11/2" N.T.S. _ Q WASHE UTIL IN DW 0 W =� O 2„ 2„ ct Q 1 ST FL. 2„ 2„ 3„ Of �- 2„ 21 1 ry 1- 4" 4" FAI 0 3 W J O 3" j W 3' , 4ct " CO CO Q :D O 4" W < CONNECT TO A NEWO Z SUFFOLK COUNTY DEPT. 43'-0" rte,, OF HEALTH APPROVED PLUMBING RISER DIAGRAM L0 O SANITARY SYSTEM 3'-7+/i' 9'-4" 8'-4" r �- NOT TO SCALE C SIMPSON LFTA E•° FLOOR TO FLOOR HD o c E N ALLOWABLE -c rn o o E LOAD: 1205 IBS •`. � E s y a o w SEE DET on this page o o,o o a D T — — — •— — — — — — — — — — — — —0 A-6 — — — — — — — — — — N - - _ _ — — - - - - - - - - O 3046 04 2442 DHP3046 DHP4104fi DHP3046 "I C o.� o o y ( -- o O.� O2 V— Vj U UY I C a U Y N O N Y N " " Tsr✓no °3L.aNcc.�'30 2-2x10 2-2x10 2-2x8 (3) 1-3/4 11-1/4 LVL I - 3 9' oogo 0OF a� y� 15-10" 7'-8" ® 17'-10" @ oI oso I5 D E30:n =. N 4 o N wN.c N C N COD 'o cn v a CLF- 2�` avBEDROOM #3 HE a- o CO _D U Et5 _ ! `r' `r° U`B 2'-0„ 5'_4+�� Open to - c F� = o Ua o 31/z' below ° ° ;° _ I m in - f9 m N m a ° ! m I c o -1 o U -' U a .!) / I o U x x - o+ m N N (9 C NCo CV xU I tr = O N 2�_4 0 o v U I O o x 00 x x N `LGuardrail N \ I N N / I co S M RIDGE I - �,4L� LO - _ WSIINSUL� S 3+/z" N `V N I CO 2x12 Ridge N 5'-0" 2x12 Ridge - - - - - - - - - - - - - -i`I- � - - - - - - - - - - - - - - - - - - - - - — I CP I 10 I co (3)1-3/4"x 9-1/2"LVL FLUSH I - _ (3)1-3/4"x 9-1/2" L kFH I �,� --- , CP N LO -Z10 Guardrail co co ° BEDROOM #2 I o __ — I BEDROOM #4 0 i T- n o '/ ------ I I I I o r--- ® I I `CD aU`r° fan ' ;-i---- I Open to i ° I o W _ N 10U ------- c below I = o ° ~ I un ° N / I -------- VAULT FOYER C0 I o CO O Lf) O ~ (m" �/' ---,- - I CLG 18"ABOV a o _ I CD cn �- (!) :C p �' ----- N, PLATE I zo -- � in «. Q Q' Q -� Ln C7 V U �\ o --------- NI I -°i I W 0 O W I iI --------- I I w �oNcv m Q 0 14 to i—cx oN ------ W U I --- -* I \� I m � U I o L) N U LL (n ° o I x o X ' 2x 10 Rafters --------- o U N x N � x X N N V1/� / - ----- ---- \� N N / io WALK-IN I N I CLOSET I I I r h II 13'-2+/Z" 6-4 I 1 9'-6" 12'-0" 5 2-2x10 2-2x10 3/2„ S+yZ" I 3/Z„ 2-2x10 0j I I 12x10 Rafte s 16"oc I -/ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_ _ _ I 2x8 Ceiling J ist.@ 16"oc I _ _ _ _ - - - _ _ _ _ _ _ _ I1s0� T`W2852 TW2852 TW2852 2x4 Collar t'e @ 16" oc TW2852 TW2852 Cl)19 �Q y i 1 2-2x10 I I r l DHP5652 SIMPSON LFTA W T-11'/" 6'-7+/" 5'-9+/s" 3'-11" 3'-0" 6'-0" 3'-3+/z" FLOOR TO FLOOR HD U ,� ALLOWABLE LOAD: 1205 IBS '- ccs 20'-3+/z" 10'-5" 12'-3+/2" SEE DET on this page , M 43'-0" 'b o R312.2 WINDOW FALL PROTECTION NOTE: TOP OF THE WINDOW BE A MINIMUM OF 24"ABOVE THE FINISHED 2ND FLOOR PLAN FLOOR AND GREATER THAN 72" ABOVE THE FINISHED I GRADE OR OTHER SURFACES BELOW ON THE SCALE: 1 /4" = 1 -011 EXTERIOR SIDE OF THE BUILDING. SHALL as COMPLY AS FOLLOWS: g NAME AREA A R312.2.2 WINDOW OPENING CONTROL DEVICES: Second Floor Area 1015 Sq ft. 5 WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH IN ASTM F 2000. THE OPENING DEVICE AFTER OPERATION TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO '' F ; FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE TO MEET EGRESS R310.2.1 C-0-HTIt1LI'^!ISL'Y SHE=THED` ER�.CED'.`:_'LL 1-11 JF rI•. _ / IRC BRACED WALL PANEL HC;LC- C'o"11,1 i I m PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 1-C 1-D 2-1 2-2 2-A 2-13 EL DEiIC:E R.R4CED ,II P-L.tJEL+,T o=-C E� ,';ALL F-•.EL=.T E'.=C=E_==E= =LL LIl,E Et JD DF BR-.CED'P.�.LL LINE TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-PF GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP END CONDITION 1 END CONDITION 2 Er E-_ BRACE WALL LINE SPACING(FT) 32.25 32.25 20.91 36.25 36.25 17.83 24.25 24.25 35 35 r rl:�ltil'Ol'�L. N`_G I ' ' II-+e E� �-C=C :'v LLLI!, CC'.Tr< := `L'`-`E=T-== L.i..l ,= TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH (inches) 32" 32" 32" 30" 30" 30" 24" 24" 24" 24" �/07/z1 TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 12.28 12.28 8.3 32 16 5 4.85 4.85 6.75 6.75 r , / l v f TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS W 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 W ry 2. ROOF EAVE TO RIDGE HEIGHT 1.12 1.15 1.12 1.12 1.12 1.12 1.24 1.24 1,24 1.24 O Z z 3. WALL HEIGHT .95 .95 1 .95 .95 1.05 ,9 .9 .9 .9 -� ETF==�E"_ +--Fli... 0FEn:.i.�= ,. LLLi�.. .,A'..1.F�',`tL - E',T9 - 4. NUMBER OF BWL PER DIRECTION 1 1 1,45 1.45 1.45 1.45 1 1 1 1 I ' ' J J END CONDITION 3 END CONDITION 4 L.r�..A _ 5. ADDITIONAL HOEDOWNS {.1.. O REQUIREMENTS 6. GYPSUM BOARD OMITTED �LL. F- Return pane[: 24" for braced �°ti�a" I nes sheathed w�,rat'i � �-- :DW f w's�ccd structural pane's 7. GYPSUM BOARD FASTENING .7 .7 J O 32" far braced we,'!e,'! IGnes sfleathed w' til RESULT REQUIRED BRACED WALL LENGTH(FT) 13 13.4 13.5 34.5 17 8.5 6 6 7.2 7.2 W structu,a" f.aerboard ry TABLE R602.10.5 page 187 ADJUSTED Length 1.5 x actual(ft) 10 7 15.3 ® (L jDistance D: 24" for braced wa"` [nes sheathed v,rsth wood structural panels PER PLAN BRACING LENGTH PROVIDED(FT) 29 22.6 15.3 35.1 18.33 14.33 17.1 11.75 16 16 O W Q 32" for braced wa`I lines sheathed wvith COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y J z -- -�„ 1==_re= structural f.berboard O tr END CONDITION 6 Hold-down 800 lbs capacity fastened to the edge of the REQUIRED BRACING LENGTH X ADJUSTMENT FACTORS=REQUIRED BRACING LENGTH (FEET) L0 device: b`aced %%.W! :'ane' closest tc the cane, and ABBREVIATIONS; BWL=BRACED WALL LINE, to #die foundation or fcar framng be?av,r BW=BRACED WALL, CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL For SI: i inch=25.4 mm, 1f foot=385 mm, 1t"r=4.45N CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION E.0 FIGURE 8602.10.7 0 o N END CONDITIONS FOR BRACED WALL LINES W m °e 2 o n° , � E WITH CONTINUOUS SHEATHING � U" o 2 LU iCn mN�C w° p ° C ° a ' cv 4-0 20-11 361-311I I 0-,e ° ° 1' m '- O 17'-10" 4'-0" w 2 col ' co m m has ,5 0_51;m ia 0.2 m s m ,�,, co _ra`oa ° 3: M, o� = o3 Lcc ° 3 3 41-01' 351-0" 4-0 4'-0" 2'-5'/I I 4-0 I m � m FLOOR TO FLOOR HD ISIMPSON LFTA n m o � w L `o r-�o Of s 2 Vl � C� � U7`°L C CONTINUOUSLY SHEATHED I I SIMPSON DTTZ2 _ = g�, 'S.2 ALLOWABLE I 4-0 4'-0" T-7117/3 " �'-6 25/32" I 14'-0" 4'-0" 2'-85/8" 4'-0" ° LOAD: 1205 IBS PORTAL FRAME. SEE DET 3 HOLDOWN t° m s- E 2o SEE DET 4 ON DWG-2 I I I ON DWG-2 AND FIGURE 8602 10.6.4 I 0) ALLOWABLE Evim U c i ICS-W�P _ LOAD: 1825 LBS u� c a E m m-o 10 8 80 w CS-WSP CS WSP cq CS-PF I CS-PF CS-WSP I CS-WSP SEE DET 10 ON DWG-2 6 m m ET H m E a.E o L i Cn > O O CS-WSP I N U I I (on \ I N O BWL 2-1 --- - --- I BWL 1-1 bo' u_ II Cl) ~U U v - - I Cl) ----- ------- ------ ------------- ------ ------ ----------------------------------------- ----- --- - ----- - 112"PLYWD SHEATHING U ' THIS FACE, NAILED IN GB METHOD I ACCORDANCE WITH TABLE 8602.10.4 o 7"O.C.AT PANEL EIDGES _ I NAILING SCHEDULE I v I ;it INCLUDING TOP ANID rn 0 �? I U BOTTOM PLATES,7"'IN FIELD I I I a) ALL HORIZONTAL JOINTS - I I ; FLOCED AND RAMING CONNEC71ONS AS PER DETAIL 2 OIN DWG 2 M , CP a 41-0,l --------- ------------ C. ' I I oM a I? _ ' Wl- 3: � u� ' N WW U _ I _ NI N ---------�--- -------- m - ; = Win I , ---------- _ 0 - -- _ u_ ' c0 ; Z ; GB METHOD --------- U) I I O LU I M CO) O N TABLE 8602.10.4 7"O.C.AT PANEL EIDG I 4'-0" N 0 I __________ z C7 INCLUDING TOP ANID ________ I L 0 BOTTOM PLATES,7"'IN FIELD I _ I = a �- cn _ F_ f p ALL HORIZONTAL JJOINTS BLOCKED AND - o En ~ Q R ' ao 00 OU d Q FRAMING CONNEC71ONS U W __________ =N I to ; AS PER DETAIL -__--___ �'� -J ----------FNco ---- zo a I I ---- --- THIS FACE1/2"PLYWDNAIELEDHN G LL - - --- ---- - -rte,„- ------------ -- ------ - -- --- --------- ---- - -- -------- ---------- - - - --- NAILING SCHEDULE U c� U I � ACCORDANCE WITH I .�. 2' 5'/z 5' 2'/z" BWL 2-2 o U I I o I ; I 3/z" I U U U N CS-WSP I CS-WSP CS-WSP CS-WSP o I CS-WSP I CS-WSP SIMPSON LFTA I I v I '/" 4'-3 5/16" ~ 2'-6" I /e FLOOR TO FLOOR HD 3-911/1 1 3'-1'/a' I ALLOWABLE BWL 1-2 2'-6 ----- - -- -- ------- - --- -- - - - ---------- ----- ---------------- ----- - ----------- -------- - -- -------- - LOAD: 1205 IBS -� _ SEE DET 4 ON DWG-2 -� � d I o CS-PF CS-PF I 35-0 I - o _' SIMPSON DTTZ2 ' o _ ...-------t------------• W a I HOLDOWN EACH END I "2-4d' ALLOWABLE 2'-4Yz �'1 a r- N U U I LOAD: 1825 LBS SEE DET 10 ON DWG-2 CONTINUOUSLY SHEATHED COO PORTAL FRAME.SEE DET 3 ' CS-WSP CS- SP I o 2'-0"' ON DWG-2 AND FIGURE 8602.10.6.4 4'-0" 4'-0" O BRACING METHOD ® CS-WSP CONTINUOUS SHEATHING � •~ cM{Y .fl 201-11111 36'-3" I 17'-10" 4'-0" 00 WOOD STRUCTURAL PANEL IW I o ® CS-P F CONTINUOUS SHEATHING x oN PORTAL FRAME I I I ®�// o `� r GB GYPSUM BOARD F� 2ND FLOOR WALL BRACING PLAN BRACED WALL NOTES: U SCALE: 3/16" = 1'-0" el REFER TO DETAILS ON DWG-2 1 ST FLOOR WALL BRACING PLAN FOR HOLDOWNS, STRAPPING, BRACED _ :� WALL DIAGRAMS AND DWG-1 SCALE: 3/16 - 1 -0 �' FOR NAILING SCHEDULE. ALL BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL WITH NO VERTICAL OR HORIZONTAL OFFSETS. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH L`OF N1 MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 ' BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 0 Chimneys shall extend at least 2 feet higher than any portion of a building within 10 feet, but shall not be less than 3 feet above the highest point where the chimney passes through the roof(Chapter 10 - Table R1001.1) Ridge Vent = - ADHERED MANUFACTURED STONE VENEER ASPHALT SHINGLES - — - 12 — - Wood - 10 -® Framed - _ " Chimne - .s 12 10 cricket - — - = z W 12 W � 10 _ - _ - - W � 0 12 < _ 00 10 I— W WO J � � - - - - Q D 0O - - - - W —a-I z - - O Lo o - c o cn � `C ai c C m N V O O Q Chimneys shall extend at least 2 feet higher — — � CO: than any portion of a building within 10 feet, _ _ _ _ 111 o �, •N - � a m but shall not be less than 3 feet above the M 0 2 'E c - ( .Q I II __ Q -highest point where the chimney passes o- mafl. c .o �through the roof (R1001.6) ------ ------ I ` co 0 ` OOEL •� O ' V� F � N Cnc oWindow well - Typ WOOD connect to 4ldrain oFRAME M o ocoa- ll CHIMNEY - -- oryweasper site plan by others. - L - - - II - - - IJ- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1F ASPHALT SHINGLES -'� 11 RIGHT ELEVATION - - SCALE: 1/4" = 11-011 00 0 h-- _ LO O ry co Q m 12 o z q - ASPHALT SHINGLES cn 00 w Q > UJ j U) LL o tz N 'I -- I— n `} o z �1-1-Ljl IL-LL111 1 I— < .> M co U � - - �N Lr) Cn FINISHED GRADE 1 1 CONCRETE PAD 1 I I I I I I 1 ON GRADE. 1 O 1 I I I R303.8 Exterior Stairway Illymination I MAX 1 RISER Exterior stairways shall be qravided with artificial light(source 0' I REAR ELEVATION I I I I located at the top landing of stairway. Exterior stairways I providing access to a baserheint from the outdoor grade I - - I SCALE: 1 /411 = 1 1-011 I I I I I level shall be provided with onl artificial light source Iodated I I at the bottom of the stairway. I - - - - [' — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — _ t - - - — - - - — -�� - — �1- - - - - - - - - -1I - - - - - - — —I - - — — - - - - - - - - - — la � 12 10 W ` U ` � w 12 ` W � >- 12 ` < z ` W J IN\ "i 12 00 J 0 _ II 12 ry I— Z) - - - - w W 0 - - - - j W - W < 0 - SOLAR ENERGY SYSTEMS (R324) Z I,{) O D SOLAR ENERGY SYSTEMS SHALL COMPLY ROOF PLAN WITH IRC SECTION APPENDIX U r rLISTED &NYS SUPPLEMENT.T.SYSTEMS SHALL BE AND LABELED WITH UL 1741: SCALE: 3116" = 1'-0" PANELS SHALL BE LISTED AND LABELED - - - - WITH mum SOLARRRE READY ZONE: � E IN ACCORDANCE WITH IRC CODE APPENDIX U `- THE TOTAL SOLAR-READY ZONE AREA SHALL o p r N 'a O NOT LESS THAN 300 SQUARE FEET NOT INCLUDING O +' r o co N mTM „Wa anACCESS OR SET BACK AREAS AS REQUIRED BY :03 THE IRC AND NYS SUPPLEMENT. +r ` O / Chimneys shall extend at least 2 feet higher ROOF AREA ORIENTATION SHALL BE BETWEEN c c U O E2 o_ = 'T) 110-270 DEGREES OF TRUE NORTH. U) O .q_in +- V) Cy ' than any portion of a building within 10 feet, M o o .c m / but shall not be less than 3 feet above the 15 LEFT ELEVATION I I highest point where the chimney passes a, o n o c c + o f through the roof (R1001.6) I I I I a) L Oca)-0 I Ridge Vent - cSCALE: 1/4" = 1Bi I I I I I I c Wood --_ Framed Chimney 12 ® 12 _ ADHERED MANUFACTURED ASPHALT SHINGLES STONE VENEER 11ETJ I Ridge Vent Ridge Vent 12 12 00 12 12 _ - - — o LU ASPHALT SHINGLES FO af ti a o a z ASPHALT SHINGLES `o IY J � 1117- °° w U W U_ Gutters & Leaders....... U) as Req'd Typical z - - — 0 N ® c co z co M .i— 00 LU {i ... a-.o...s. , ,_ . ....:..W.,__..:....._. ..."_., .. .w:., ....... _ u....., ._.0_. 4...k ..._.vY.__.. , .. .... ..-,.....,. .:... ...�.. ... .._. .... .. _.�..,...Y.. .. .._._ coOL� CO .... u �_��u ._.� �. FINISHED GRADE . ,.. ..._...,_: .,Ih...__._u......w.-. _. I U f_DACa. O I I FRONT ELEVATION I - I I SCALE: 1 /4" — 1 '-0" IF , o- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' — — — — — — — — — — — — — — — — — — — — — — -— — — — — — — — — — — — — — — — — — — — — — — — — — — — — ' II — — — — — — — — — — — — — — — — — — — — — — — — — — — — . Continuous Ridge Vent R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED R802.3.2 COLLAR TIES BITUMEN SHEET USED IN PLACE OF SHALL BE NAILED with 4-10d NORMAL UNDERLAYMENT AND BOX NAILS IN ACCORDANCE EXTEND FROM THE LOWEST EDGES OF WITH FASTENING SCHEDULE ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 16" OC 12 IRC R806.3 ON ROOFS WITH SLOPE EQUAL OR GREATER ontinuous Ridge Vent 2x4 CT @ THAN 8112,THE ICE BARRIER SHALL ALSO BE R905.1.2 ICE BARRIERS; 12 MIN. 1"AIR GAP APPLIED NOT LESS THAN 36"MEASURED ALONG SELF-ADHERED POLYMER MODIFIED idge board 10 BETWN INSULATION THE ROOF SLOPE FROM THE EAVE EDGE OF THE BITUMEN SHEET USED IN PLACE OF 10 AND SHEATHING BUILDING NORMAL UNDERLAYMENT AND FOAM ATTIC VENTILATION RAFTER/CEILING JOIST HEEL EXTEND FROM THE LOWEST EDGES OF CHANNELS.TYPICAL @ ALL ALL ROOF SURFACES TO A POINT NOT EAVES&INSULATED JOINT CONNECTION LESS THAN 24 INCHES INSIDE THE SLOPED ROOF RAFTERS SHALL BE NAILED EXTERIOR WALL LINE OF THE BUILDING. 12 12 R-30C BATT TOGETHER IN ACCORDANCE ON ROOFS WITH SLOPE EQUAL OR GREATER RAFTER/CEILING JOIST HEEL INSULATION WITH TABLE R802.5.1(9) THAN 8/12,THE ICE BARRIER SHALL ALSO BE 10 10 JOINT CONNECTION (SEE DWG-1 FOR TABLE) APPLIED NOT LESS THAN 36"MEASURED ALONG SHALL BE NAILED WITH SIMPSON H2A AT EACH THE ROOF SLOPE FROM THE EAVE EDGE OF THE TOGETHER IN ACCORDANCE RAFTER TO STUD. BUILDING WITH TABLE R802.5.1(9) (SEE DWG-1 FOR TABLE) - WITH SIMPSON H2A AT EACH R-30C BATT0 / RAFTER/CEILING JOIST HEEL 2x4 CT @ 16" o RAFTER TO STUD. R802.3.2 LAPPED JOIST INSULATION cV JOINT CONNECTION SHALL BE NAILED with 8-16d Z - - — SHALL BE NAILED W COMMON NAILS IN ACCORDANCE TYPICAL ROOF CONSTRUCTION TOGETHER IN ACCORDANCE WITH TABLE R802.5.1(9) WITH TABLE R802.5.1(9) Foam attic ventilation Class A Asphalt Roof Shingles w/ (SEE DWG-1 FOR TABLE) J fasteners per manufacturer's specification WITH RAFTER TO STUD SIMPSN ?AAT EACH ATTIC channels. typical Z W and IRC 2015. W Ice & Water barrier as per IRC section R905.1.2 R-30C BATTINSULATION MASTER BEDROOM #1 (Note: Double underlayment is required ® C( z BATH for Roof slopes between 2 on 12 and 4 on 12) n J Q 2x6 EXTERIOR Framing As per plans with 1/2" exterior grade - - - - v, WALL TYPICAL span rated structural plywood Sheathing, W _j —J R-21 BATT Nail to framing in accordance Fastener R802.3.2 LAPPED JOIST O INSULATION Schedules & Strapping per detail sheet(s). SHALL BE NAILED with 8-16d Q COMMON NAILS IN ACCORDANCE -- - - Flashing per IRC R905.2.8 j, WITH TABLE R802.5.1(9) o h OPEN 1100-0 4S TYPICAL SOFFIT CONSTRUCTION. 0 Unfinished 2nd Floor TO W —I ILEI-J� R-30 eATT 12" overhangs-typical �I ABOVE W . ° Storage Only C� INSULATION 6" Wood fascia & 6" Wood rake boards. it g y '"', •� „ Trim in aluminum or use azek„ ENGINEERED Or equal FLOOR O JOISTS R-21 BATT PERR302. 13 FLOOR UNFINISHED p edge per IRC R905.2.8.5 _ _ _ _ W Q FIRE PROTECTION OF FLOORS: ENGINEERED Metal drip BASEMENT JOISTS q Fully Vented Vinyl Soffits INSULATION 'J Z Lo TYPICAL EXTERIOR WALL 2x6 EXTERIOR /-� R-21 BATT 2x6 Doug-Fir Wood Studs @ 16” oC. WALL TYPICAL INSULATION FLUSH LVL O Double top Plate and Single Sole Plate. ~ 0 ' TYP.BASEMENT SLAB 112” exterior Grade - Span Rated " - - - - Continuous Structural plywood Sheathing. o STUDY FAMILY Fastened per Fastener schedule. -a 0") a� tyvec House Wrap or equal. ROOM E SECTION _ Vinyl or Wood Siding as per clients selection C oC N -a , installed per manuf specs and IRC code. o C CD a, a� o SCALE: 1 /4" = 1 '-0" Cont. load path strapping installed in accordance E 0 CM with drawings. Provide Fire Blocking in accordance _ - _ - L) g M 0- .� with IRC R302.11 & R302.11.1 and o o.� c c a� Continuous Ridge Vent Draftstopping per R302.12 & R302.12.1 _ _ _ _ 2 o o c :E cn 0- o ° R-30 BATT � u O O Ice and Water Shield consisting of id e board TYPICAL FLOOR CONSTRUCTION .W-._ ._ INSULATION 9 P` r v Z 2-layers of underlayment cemented 3/4 Plywood Span Rated Subfloor, •� LVL Girder R-sec BaT D%> ` � o � ` •�, �, �, FINISHED GRADE INSULATION CD � a) -0 c y- together or of a self-adhering Glued and Nailed in � - -0 c modified bitumen sheet FIRE PROTECTION OF FLOORS: a. `' �. L L C O -0 O- � polymer 12 12 accordance with the fastener schedule. - PER 13 UNFINISHED ~ ` o'- " ca o 07 shall extend from the eave's edge Floor joists and Bridging as per Code. +I il'III, ° to a point at least 24 inches inside 107 10 0D BASEMENT ° the EXTERIOR wall line of the Building. TYPICAL FOUNDATION CONSTRUCTION ►� RAFTER/CEILING JOIST HEEL lil JOINT CONNECTION in accordance with chapter 4 SHALL BE NAILED 3000 psi Air Entrained cast-in-place concrete TOGETHER IN ACCORDANCE III 2x4 CT @ 16" OC WITH TABLE R802.5.1(9) wall on cast-in-place Concrete Wall Footing per TYP.BASEMENT SLAB ° (SEE DWG-1 FOR TABLE) R403. Refer to Foundation Plan for wall & footing size. - - - - - - _'.S e e e e WITH SIMPSON H2A AT EACH thickness and Horizontal and Vertical - - - - -° f - - - - - RAFTER TO STUD. — — — — — — Reinforcement. Damproofing per R406. 2- 2x6 approved ATTIC treated Sill Plates, Sill Seal And Termite shield per SECTION _ A R-30C BATT Section R318. Anchor bolts per Foundation Plan INSULATION and R403.1.6 SCALE: 1 /4" = 1 '-0" INTERIOR WALL FINISH Provide 1/2" Gypsum Wall Board on ceilings SEE DWG-2 FOR STRAPPING DETAILS and walls except basement walls & clgs - unless INSULATION SCHEDULE AND DWG -1 FOR NAILING SCHEDULE00 R802.3.2 LAPPED JOIST R 21 BATT noted. Min 1/2" Moisture Resistant Wall Board on Insulation requirements shall comply with o W _ SHALL BE NAILED with 8-16d INSULATION Ceiling and all walls in Bathrooms (humid areas) the RES-CHECK insulation requirements O COMMON NAILS IN ACCORDANCE and 5/8" cement board on walls and ceilings wet areas. z WITH TABLE R802,5.1(9) - g in accordance with the 2016 supplement to the }- o Provide 5/8' Fire Rated gypsum wall Board on walls NYS Energy Conservation Construction Code. ¢ 00 00 BEDROOM #2 and ceiling located as per code, manufacturers Revised August 2016. Q WW z smoke alarm BEDROOM #3 ( g ) D i,ij smoke alarm 2x6 EXTERIOR requirements and drawings. ENGINEERED WALL TYPICAL Location R-value Thickness W U W ❑ LL U Flt Cl " FLOOR _ at * R-30c 8-1/4 JOISTS Vaulted Clg R-30c 8-1/4" Floor(unheated space) R-30 10-1/4" - - - Floor(outside air) R-30 10 -1/4" � Exterior 2x6 walls R-21 5-1/2" 2x6 EXTERIOR Above grade attic walls R-15 3-1/2" 0 WALL TYPICAL "� N All Glazing U = .32 SCGH: .30 i 3: C) DINING IRNsu A ION Doors-less than 50% glazing U = .40 �- ROOM KITCHEN Door-more than 50% glazing U = .32 SCGH: .30 9 g M o� W I— o y. FIRE PROTECTION OF FLOORS: Other Specifications: U N Z ENGINEERED o N � 1/2"GYPSUM BOARD ON ENTIRE Z 100/o high efficiency lighting (CFL's or LEDs) W FLOOR CEILING ABOVE BASEMENT . U L 5 JOISTS 3 air changes es er hour ATTACHED TO THE UNDERSIDE g p Q _ OF THE JOISTS. • z All Energy Star appliances � _ > co E M R302.13, FIRE PROTECTION OF FLOORS: ( N ..lam EXCEPTION:#3. *If part or the entire attic will be decked over with plywood W U 0 o <r ° the ceiling joists must be dee enough in order to fit the I •- N 1. THE AGGREGATE AREA OF THE 9 j p g _ -0 ti..W. __...,._ LVL Girder I' R-30 BATT UNPROTECTED PORTIONS DOES NOT batt insulation so that it is not compressed. If not then (p r- p-° INSULATION �, EXCEED 80 SQ FT PER STORYO Cig Jsts will have to be built up or upgraded to the next size. Q M N -'� IRE PROTECTION OF FLOORS: �`° LO CO PER R302. 13 2. FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED ALONG � A/� r` UNFINISHED THE PERIMETER OF THE UNPROTECTED R403.6 Mechanical ventilation shall be provided that I, e v °T BASEMENT °° PORTION TO SEPARATE THE UNPROTECTED meets the requirements of section M1507 of the IRC ;.�� PORTION FROM THE REMAINDER 9 P`° OF THE FLOOR ASSEMBLY. , a R403.7 Heating and cooling equipment shall beti : � * ; sized in accordance with ACCA manual J by a certified third party rater. •� n P. ASEMENT SLAB SECTION 'e a 75W n a •. . e e . c e . e 0SCALE: 1 /4 = 1 -0 �- `� o.D 1