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�suFFac� cOG� Town of Southold 9/12/2018 a P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39827 Date: 8/7/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 700 Gin Ln, Southold SCTM#: 473889 Sec/Block/Lot: 88.-3-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/20/2017 pursuant to which Building Permit No. 42272 dated 1/2/2018 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 fan&dwelling with unfinished basement, covered front and rear porches and attached one car garage as applied for. 9/12/2018 Corrected for Certificate of Occupancy number only. The certificate is issued to Wells,Arthur&Rose of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0216 8/2/2018 ELECTRICAL CERTIFICATE NO. 42272 7/23/2018 PLUMBERS CERTIFICATION DATED 7/17/2018 Wilkm m Schw b Mh d Signature p�Og�yFFUl, coG Town of Southold 8/7/2018 3 y� P.O.Box 1179 0 C* 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 01089 Date: 8/7/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 700 Gin Ln, Southold SCTM#: 473889 See/Block/Lot: 88.-3-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore feted in this office dated 12/20/2017 pursuant to which Building Permit No. 42272 dated 1/2/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered front and rear porches and attached one car garage as applied for. The certificate is issued to Wells,Arthur&Rose of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0216 8/2/2018 ELECTRICAL CERTIFICATE NO. 42272 7/23/2018 PLUMBERS CERTIFICATION DATED 7/17/2018 illia chwau AA rize IgAnkature TOWN OF SOUTHOLD 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#: 42272 Date: 1/2/2018 Permission is hereby granted to: Wells, Arthur 700 Mease Plz Apt 347 Dunedin, FL 346986624 To: construct single-family dwelling as applied for per ZBA approval. At premises located at: 700 Gin Ln, Southold SCTM #473889 Sec/Block/Lot# 88.-3-9 Pursuant to application dated 12/20/2017 and approved by the Building Inspector. To expire on 7/4/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,290.80 CO -NEW DWELLING $50.00 Total: $2,340.80 pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00, Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 1 - 16-- New S12 - New Construction: " Old or Pre-existing Building: (check one) Location of Property: -70(D y L"e- O`'�' z `j House No. Street Hamlet Owner or Owners of Property: (0 ? LOLU Cf- L--LC Suffolk County Tax Map No 1000, Section gg_ Block 3 Lot 1L� Subdivision �> �- � Filed Map. Lot: T Permit No. 0 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ In Applicant Signature pF SOUry�lo Town Hall Annex Telephone(631)765-1802 54375 Main Road cs� Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �� • �o roger.richert(cD-town.southoId.ny.us �yCOU BUILDING DEPARTMENT TOWN OF SOIJTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Wells (Signature Property Holding LLC) Address: 700 Gin Lane city,Southold st: New York zip: 11971 Building Permit#: 42272 Section: 88 Block: 3 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Puccio Electric License No: 4806-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat OIL Duplec Recpt 65 Ceiling Fixtures 19 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 5 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 36 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect 200A Switches 51 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Combination Smoke/ CID Detectors, 1- Paddle Fan, 3- Bath Fans, 8- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: July 23, 2018 0-Cert Electrical Compliance Form.xls Town Hall Annexg Telephone(631)765-1802 54375 Main Road "' Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Qfy BUILDING DEPARTMENT TOWN OF SOUTHOLD i JUL 2 4 2018 - a } IIITMDING DEPT. TMT W' .,C_ERTIFLCAT 1ON 1 u Date: 7 -7Iff- Building Permit No. Owner: t�G1'�� I I V � (Please print) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. i lumbers Signature)- Sworn to before me this i day o V I 2® Notary Public,_�___ _ _ ;� 'iCounty, KIRSTEN E, HESPOS Notary Public, State of New York No, 01 HE6174810 Qualified in Suffolk County p� Commission Expires 09/24/20 I j !� SOUTyo� cOUPIiY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ FOUNDATION 1ST N� [ ] ROUGH PL13G. [ ] FOUNDATION 2ND ( ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN L) � REMARKS: wvv ba-� . Z��, DATE INSPECTOR SOUTyolo s �o comm,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMAR f L DATE INSPECTOR v �j� OF SOU � ld * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 - INSPECTION 65-1802 _1NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 1 [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 r b� DATE INSPECTOR pF SOUTyolo # TOWN OF SOUTHOLD BUILDING DEPT. o �o courm,�'' 765-1602 INSPEC ION [ ] FOUNDATION 1ST ROUGH PLRG. [ ] UNDATION 2ND [ ] INSULATION [ FRA -%STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: L—uw-:t�,w oz i (11 DATE INSPECTORY4O�, %VL Of SOUIyo� # TOWN OF SOUTHOLD BUILDING-DEPT. `ycourm N 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �Zlllr INSPECTOR 'mac pF 50UlyO� * # TOWN OF SOUTHOLD BUILDING DEPT. co765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] _ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� �� INSPECTOR OF 50Ulyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm� 765-1802 INSPECTION ` [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL /✓b [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] ,CODE VIOLATION [ ] CAULKING REMARKS: [ d �� 114V I-Von MQ 6n�av -4K j v� I AA .:5 %fi YA DATE INSPECTOR OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm N�' 765-1802 INSPECT-ION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [V�'CAULKING REMARKS: 17 a Loo Jql� ,oDATE INSPECTOR Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 qaa 2L Address of Test 700 Gin Lane, Southold 11971 Test Date 7/23/2018 Building Permit#: 42272 Compliance Pathway Performance Test Completed by: Chris Silvia RESNET Rater ID# 4150294 Home Energy Solution NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑� Conditioned Basement Basement- 13455 ❑ Conditioned Crawl Space ISt 1496 13464 ❑ Sealed Attic 2nd 1237 11133 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI 2765,except that conditioned floor Attic area includes areas where the ceiling height is less than 5 Total Volume ' 38052 CFM @50 pa 9971 Air changes/hr@50 pa 1.57 C ade C mpiia, % P � 4 e Y Duct Tightness: Post Construction Test-Total Duct Lea AUG; _ System-1: Whole House Duct Location Attic l UHMING DEPT. -------------------------- Floor Area 2670 Leakage CFM @ 25pa 72 CFM/100 ft2 CFA 2.70 Code Compliance: Pass System-2: Within Condition Space Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: System-2: Within Condition Space Duct Location •------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: 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 2016 New York State Supplement,Section 4033.4. Signature: ��—� —2� Date: Chris'Silvia,Home Energy Solutions NEW � �<S� HOME EN RGY SOLUTION INSPECTION FORM DATE -7/-2,,3 ENERGY STAR APPLIANCES BUILDER ❑ Refrigerator Kwh C.V. L� Address 71 D rN ❑ Dishwasher ❑ CW Oven 77 PPM J0�(k Bath Fan 1 CFM ❑ ERV CFM Lot# Model ❑ Boiler AFUE PPM Orientation ❑ Furnace AFUE PPM Foundation: ❑ Slab ❑ Crawl;21"Full ❑ DHW ❑ Indirect PPM Draft Fuel Type: ❑ GasdOil ❑ Propane A/C Tons SEER-#Systems Window U SHGC GSHP Tons BTU TESTS: CAZ TESTING: Blower DoorCFM Base Test Draft @ Flue Ducts ��f sFL 2nd FL CFM Fan Simulated CFM Missing Gas Leak ❑ Y 2:(N Where Venting Type N S M Comments: d�11 HES Representative t1S Date 2 Site Representative Date Note:The inspection resulttstatus represent the result of the inspection process only and does not reflect the final certification status. ' 1 Job: 700 Gin Lane I Load Short Form p �Q� 1isM E N E RG Y Date: 1/9/2018 5 O L U T TONS Entire House W. Anthony Amadio,PE Home Energy Solutions, Z ��L 2 4 201 igitally signedby AnthonyY Anthony Amadio Amadio, -Date 201801.09 187 E Main St;Flunhn ton,W 11743 Phone 631-673-0664 Fax 631-547-8446 Email dlama 134&08-05'00' g g yi@gmad com Web www Dull'uh1fti Marto F •'ect Viformation For: 700 Gln Lane,Southold,NY I i ; i Design Information Htg Clg Infiltration putside db(°F) 11 86 Method Simplified Inside db(°F) 72 75' Construction quality Tight Design'TD(°F) 61 11 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 27 32 � I Il HEATING EQUIPMENT COOLING EQUIPMENT Make Slant/Fin Make Rheem Trade Trade w/Aquecoil HHUYA2 Modell EC-13DV Cond RA1636AJ1NB AHRlref 5153356 Coil RHI T3621MTANJA AHRI ref 7942208 Efl cy 87AFUE Efficiency 13.0 EER,16 SEER Hea ng input 91000 Btuh Sensible cooling 25200 Btuh Heating output 79000 Btuh Latentcooling 10800 Btuh Temperature rise 60 OF Total cooling 36000 Btuh Actual airflow, 1200 cfm Actual airflow 1200 cl n Airflow factor 0.030 cfmBtuh Airflowfactor 0.046 cfmBtuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space(thermostat Load sensible heat ratio 0.84 �00M,NAME Area Htg load Clg load HtgAVF CIgAVF OF) (Btuh) (Btuh) (crm) (cfm) Master 287 4330 2910 128 134 Lndly 1 84 3433 2049 102 94 M Bath 105 2455 1135 73 52 Be$3 ; 224 3307 2504 98 115 Bed,4 ' 237 3262 2054 97 94 Batli 3 88 1005 872 30 40 Ba 12 69 1423 936 42 43 Bed2 387 4200 3441 125 158 Hall 249 2990 1443 89 66 Family 1027 14058 8758 417 403 i BoWtahc values have been manuallyover idden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft. 2018-Jan-0913 42 36 Right-Suite®Universal 2018 18.0 08 RSU1 8218 Paget ACCX1...anlan\Desktop\700 Gin Lane\700 Gin Ln-JSDRUP Calc=MJ8 Front Door faces SE , I I i ` ill Entire House 2756 40463 26103 1200 1200 Other equip loads 5046 871 Equ'p.@ 0.91 RSM 24439 Late�t cooling 5279 TOTALS 2756 45509 29717 1200 1200 I ii I I , i I I I i I I II I i I j iI I I I I I , I i I i fI I Ii I I � f jBold/rtalic values have been manuallyoverridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsofC� 201&Jan-0913 42 36 �"�.,, ht-Suite®Universal 201818.0.08RSU18218 • MnN.ro..aea.r.n.wrcww� 9 Paget ACCh anian\Desktop\700 Gin Lane\700 Gin Ln-JSD RUP Calc=MJ8 Front Doorfaoes SE t I i ii I Manual S Compliance Report Job: 700 Gin Lane pate; 1/9/2018 soturIONS H Q M E ENERGY Entire House W. Anthony Anudio,PE Home Energy Solutions, Inc. 187 E Main StjHunhngton,NY 11743 Phone 631-6730664 Fax 631-547-8446 Email gdlamay3@gmail cam web vmw.home•energysolutonscom Pr r'i • ect Information I ! For: 700 Gin Lane,Southold,NY li I Cidoting Equipment Design Conditions Outdoor design DB: 85.6°F Sensible gain. 26974 Btuh Entering coil DB: 78.6°F Outdoor design WB: 72.1'F Latentgain- 5279 Btuh Entering coil WB: 64.5°F lndoordesign DB: 75.0°F Total gain: 32253 Btuh IndoorRH: 50% Estimated airflow: 1200 tfin I I Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer:; Rheem Model: RA1636AJ1NB+RH1T3621MTANJAw/Aquecoll HHUYA2 Actual airflow: 1200 cfrn Sensible capacity: 28800 Btuh 107%of load Latent 6pacity: 7200 Btuh 136%of load Total capacity: 36000 Btuh 112%of load SHR: 80% He' ting Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 45509 Btuh Entering coil DB: 64.9°F Indo)rdesign DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equip r tent type: Oil boiler Mani"U� urer: Slant/Fin Model: EC-13DV Actual airflow:' 1200 cfm Output,capacity: 79000 Btuh 174%of load i � l jl i ; Meets�l all requirements ofACCA Manual S. it o I-f� wrightSoft- 2018-Jan-09134236 ^�. I Fight Swte®Universal201818.0.08 RSU18218 Page 1 �CA i...aman\Desktop\700 Gin Lane\700 Gin Ln-JSD RUP Calc=MJ8 Front Door faces SE i I � I � I Duct System Summary Job: 700 Gin Lane H@A E ENERGY Date: 1/9/2018 5 'U m t O�s Entire House By: Anthony Amadio,PE Home Energy Solutions, Inc. i - 187 E Main,St,IHunkngton,NY 11743 Phone 631-673-0664 Fax 631-547-8446 Email gdlamay3@gmail oom Web www home-energysolutions com f I 111abject Informatio' n I For. 700 Gin Lane,Southold,NY j Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.37 in H2O 0.37 in H2O Available static pressure 0.33 in H2O 0.33 in H2O Supply retum available pressure 0.230/0.100 in H2O 0.230/0.100 in H2O Lowest friction rate 0.077 in/100ft 0.077 in/100ft Actual air low 1200 ch 1200 cfm Total effective length(TEL) 426 ft • • Detail Table Design Htg Clg Design Dlam H x W Duct Actual Ftg.Egv (Name (Btuh) (cfm) (dm) FR (in) (in) Mati Ln(ft) Ln(ft) Trunk Balk 2 ! c 936 42 43 0.085 6.0 Ox 0 VIFx 16.5 255.0 st15A Bath 3 I c 872 30 40 0.096 5.0 Ox 0 VIFx 9.5 230.0 st15 Bed 2 I c 1720 62 79 0.089 7.0 Ox 0 VIFx 12.9 245.0 st15 Bed 2-A c 1720 62 79 0.089 7.0 Ox 0 VI Fx 19.0 240.0 st14 Bed 3 c 2504 98 115 0.090 8.0 Ox 0 VI Fx 14.1 240.0 st15 Bed 4 h 3262 97 94 0.086 7.0 Ox 0 VIFx 22.0 245.0 st14A Family h 3514 104 101 0.079 8.0 Ox 0 VIFx 26.0 265.0 st15A Family-� h 3514 104 101 0.079 8.0 Oxo VIFx 21.0 270.0 st14 Family-Bi I h 3514 104 101 0.078 8.0 Ox 0 VIFx 16.0 280.0 st14 Family-C h 3514 104 101 0.077 8.0 Ox 0 VIFx 26.5 270.0 st15A Hall I h 2990 89 66 0.086 7.0 Ox 0 VIFx 28.0 240.0 st14A Lndry h 3433 102 94 0.080 7.0 Ox 0 VIFx 30.3 255.0 st15A M Bath h 2455 73 52 0.079 6.0 Ox 0 VIFx 36.5 255.0 st14 Master I c 1455 64 67 0.078 7.0 Oxo VIFx 41.0 255.0 st14 Master-A c 1455 64 67 0.084 7.0 Oxo VIFx 32.5 240.0 st14 Suppey Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk II st14A PeakAVF 185 161 0.086 340 10.0 0 x 0 ShtMeti st14 st14 I PeakAVF 657 627 0.078 615 14.0 0 x 0 ShtMeti st1 st15 PeakAVF 543 573 0.077 536 14.0 0 x 0 ShtMeti st1 st15Al PeakAVF 352 339 0.077 646 10.0 0 x 0 SHtMeti st15 st1 ! PeakAVF 1200 1200 0.077 859 16.0 0 x 0 ShtMeti I1 I ! Bold/rtalrc values have been manuallyoverddden i wrightsoft- 2018-Jan-0913 42 36 Poght-Swte®Universal 201818008RSU18218 Pagel AC-Ck I„anian\Desktop\700 Gin Lane\700 Gin Ln-JSD RUP Calc=MJ8 Front Door faces.SE I I , I I , I I � ' I Detail Table � I I Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name; ;Size(in) (cfm) (eim) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk, rb1 Ox 0 1200 1200 129.7 0.077 679 18.0 Ox 0 VIFx I ! I I it I I i ! I I , Ij I i fl II II I I it > i I ! � j i ! �wrightsoft- ht Suite@)Universal 2018180.08RSU18218 2018Jan-09134236 •.enwvewnm.�pn.«rce„w•r 9 Page 2 OCC k I anian\Desktop\700 Gin LaneX700 Gin Ln-JSD RUP Calc=MJ8 Front Door faces SE I � I � i I � I IN i I i I I i 1st Floor M Bath Master i ' 8.. 6.1 a 67 cfrn '73 cfm 7' 611 i I , I I .I I I I I 8 11 C7 f 67 cfm I ! I 7 i ' Undry 30x6 TG 1i0.i T 7•' 10.. 1 OZ cfm < y 104 cfm T T 10.1 8 104 c ' 8 �'" ii li 1 lot ijF 8 i 10.1 10„ 104 cfm 104 cfm j I � i I I Family Fp ii , i Job#:700 Gin Lane Home Energy Solutions, Inc. scale:1 •71 Perfotrn, byAnthonyAmadio,PEfor. Pagel 700 Gin Lane 187 E Man St Ri -AUnve2018 Huntington,W 11743 18008RSU18218 Southold,W Phone-631-673-0664 Fax: 31-54743446 2018,1aW9134248 j _00 Gm LEneW 0 Gn Ln-JSD R U P www.homeenergysolutions.com gclamay3@gmag.com 4 i j Ni I j � I 2nd Floor TBed Bed 4 j if 10 10 115 cfm 97 cfm , I T T 8" 30x6 TG 6" 30x6 TG 7' Bath 3 7" Hall 7" 7" 30x24, RA 6p C7 18" 40 cfm F 511 14 14" 10 I 10' 16 8�� 30x6 8;; 8" TG i AH 611 6" E- 7 11 811 711 7" 43 cfm F F � 8" y y 89 cfm y Bath 2 10" 10" j 79 cfm 79 cf n ; i ; j r ; Bed 2 i1 i j ; j Job#:700 Gin Lane Scale 1 71 Performed byAnthonyAmadio,PEfor. Home Energy Solutions, Inc. , PaOD2 700 Gm Lane 187 E Main St R#tSl�Unvarsa12018 j Huntington,W 11743 1&a08RSU18218 Southold,IVY Phone,631.673-0664 Fax-631-547-8446 2018-Ja)-09la4248 VAWhorn"ne oUuons.corn dlama ma1com -ooGmta,ewoGntn-JSDRUP I i �Ys 9 Y3@9 I � - i , FOUNDATION -'. � � \ LA --------------------------- � y ROUGH FRAMING : �-� PLUMBING © r - INSULATION • • ENERGYSTATE vii m PC .� '�► [Farm 19 7 r — MIN ' FAviridADDITIONAL COMMENTS .c+ EMU-at 'Bar V BMW own,=/II! A, !,-,ammom1l w �E` 1 imiowdralt?Nuff1 IN �. ''OWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the followmg„before applying? TOWN HALL Board of Health �✓' SOUTHOLD,NY 11971 4 sett of Building Plans TEL:(631)765-1$02 Planning Boprdapproval S�ZA'('4re..ti� FAX:(631)765-9502 �/ �/� Survey ��// Southoldtownny.gov PERMIT NO. Check Septic Foim NYSD.EC u Trustees rJ C.O Application ✓ Flood Permit Examined 20L Single&Separate Sac Zig Claw Truss identification Form ✓ Storm-Water Assessment Form Contact: II m Appioved 20T2 Mad to. �lll� 6 POI 1 110 Disapproeeda/c 6411 5oukg A,,&-� 20 ENf- 10qNAAfi:+4cV– l o1 Phone (o 3 0 3 —4 4 U-4 Expiration 20 in ns for DAPPLICATION FOR BUILDING PERMIT DEC 2O 2017 Date )a--_ ��I 20 _1 7 INSTRUCTIONS RUM B �n MUST be completely filled in by typewriter or in ink and submitted to the Building inspector with 4 sets,ofan to scale Tee accotdmg to schedule. 1.® 19�1r V*; tlocation of lot and of buildings on prenuses;>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 piemises available for inspection thioughout the work. e.No building shall be occupied or used m 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 foi the issuance of a Building Permit pwsuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New Yoik,and other applicable Laws,Oidmances of 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 Pa (Signature of applicant of name,if a corporation) 6N1l Sound Ava. Po 6 t1 x 104 ma4,4ue_k- P�_ (Mailing address of applicant) 5 a State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder ixonex t- Name of owner of premises LDLLL-&e `C+, LL (As on the tax roll or latest deed) if applicant is a corporation,signature of duly authorized officer Qe M4.,loll (Name and title of corporate officer) Builders License No Plumbers License No. Electricians License No. 4g0lo- MV. Other Trade's License No. 1. Location done- -700l)�of land on which pro op sed{work will be l �'1 �.d.n �OD J House Number Street Hamlet County Tax Map No. 1000 Section 0 1? Block 3 Lot Subdivision 'vw Filed Map No Lot 1+ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyyClC6 b. Intended use and occupancy slrlotLe � Aci cat"C — 3. Nature of work(check which applicable):New Building V Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost o`ZOorb00 •Q a Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial of 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 8. Dimensions of entire new construction.Front lIG -J Rear S" Depth �Q r Height 2$i—fo Number of Stories g2 4 9. Size of lot:Front ��� t Q Q Rear ®� 1 Depth 14-4 10.Date of Purchase Name of Former Owner 1'1 Cz.� W IS 11 Zone or use district in which premises are situated 12 Does proposed construction violate any zoning law,ordinance or regulation?YES NO_-/, 13.Will lot be re-graded?YES g�DNOXWill excess fill be removed from premises?YES NO 14.Names of Owner of remises (9b Louise C%fL�'Address vvtw sok'1091- 0 Pl PhoPO ne No. `J U31-�31 -L4"Lt Name of Architect 1 Address 56 fh6deA A:4V-S Phone No (na3s1 Name of Contractor uxldSC G4- (,LC- Address 5A-j- aS 61N^e(Phone No. (p 31^$31-44Gq 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland9*YES NO ',4 *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_X-- *1F 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 NO x *IF YES,PROVIDE A COPY. I STATE OF NEW YORK) SS: m c� COUNTY OF S6 A mQ 1 8 ( l 1n lam'I I t being duly sworn,deposes and says that(s)he is the applicant CZ (Name of mdrvidual signing contract)above named, c 0 (S)He is the �V` egg 0 (Contractor,Agent,Corporate Of2icei,etc) N Z of said owner of owners,and is duly authorized to perform or have perfoimed 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 Swur to before me this " 11 i 1^� day of ®Q A,Wgf 20� .�. P Notary ublic Signature of Applicant BOARD MEMBERS � I Southold Town Fall SQ(/J�� Leslie Kanes Weisman,Chairperson O 53095 Main Road•P.O.Box 1179 ti Southold,NY 11971-0959 Patricia A.campora Offide Location: Eric Dantes CA ae Town Annex/First Floor,Capital One Bank Gerard P.Goehringer 0 ! y� 54375 Main Road(at Youngs Avenue) Nicholas Planamento �iY�Q� Southold,NY 11971 http;//soutboldtownnnny.gov ZONING BOARD OF APPEALS - TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 REC EIVED 1:1111r�. FINDINGS,DELIBERATIONS AND DETERMINATION 'u 5 _201 MEETING OF JULY 20,2017 u} ZBA Application No.: 7058 uthold Town Clerk Applicants/Owners: Arthur O.'Wells (deceased) and Rose M.Wells Property Location: 700 Gin Lane, Southold,NY SCTM No. 1000-88-3-8.1 &9 SEORA DETERMINATION:The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II cafegory of the State's List of Actions,without further requirements under SEQRA. SUFFOLK COUNTY ADMINIS3 RATIV_E CODE:, This application was referred,as required under the Suffolk County Administrative Code Sections A 14-14. to 23, and the Suffalk County Department of Planning issued its reply dated March 17,2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested•in this application is listed. under the Minor Actions exempt list and is not subject to review under Chapter 268. BASIS OF APPLICATION: Request for a Waiver of_Merg%petition under Article II, Section 280-10A, to unmerge land identified as SCTM No. 1000-88-3-9,whiZh has merged with SCTM No. 1000-8&3-8.1; based on the Building Inspector's February 17, 2017 Notice of Disapproval, which states that a non- conforming lot shall merge with an adjacent conforming or non-conforming lot held in common ownership with the first lot at any time after July 1, 1983 and that non-conforming lots shall merge until the total lot size-conforms to the current bulk schedule requirements(minimum 40,000 sq. ft, in the R-40 Residential Zoning District); located, at: 700 Gin Lane, Southold, NY.,SCTM Nos•,1000-88-3-9 and 1000-88-3-8.1. ADDITIONAL INFOPIMATION: During the public hearing the Board inquired about the property abutting the westerly property line. Further research concluded that the abutting 45.03 acre parcel is owned by the 'Town of Southold and County of Suffolk and is considered preserved wetlands with waterfront. FINDINGS OF FACT/REASONS FOR BOARD AC'T'ION: The Zoning Board of Appeals held a public hearing,on this application on July b, 2017 at which time written and oral evidence were presented, Pursuant to § 280-11 the Applicant has submitted documentation,to the satisfaction of the Board that these lots were merged consequent to the death of the owners. There have been no transfers of ownership outside the family since the time merger was 1 Page 2,July 20,2017 €€7058,Wells SCTM No.1000-88-3-9 effected. The lots were purchased by Arthur O Wells (deceased) and Rose M Wells, Lot 8.1 was purchased in February 9, 1959 and lot 9 was purchased June 11, 1973, Pursuant to §280-11,the Zoning Board finds that: (1)The waiver would recognize a lot that is comparable in size to a majority of the improved lots in the neighborhood because: as shown on the Map.of Bay Haven and the Suffolk County Tax Map, Iots in this subdivision are approximately 100 feet x 140 feet. Many of the improved lots in the subdivision are approximately the same size as the subject lot. (2)The tivaiver would recognize,a lot that is vacant and has historically been treated and maintained as a separate and independent residential lot since-the date of its original creation because: the subject lot has never been built upon or used in conjunction with any adjoining lot. Owners combined former subdivision lots 3 .and part of lot 2 to form tax map lot 8.1 for their home on January 13, 1982, but purposely kept'the subject lot separate. (3) The proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district because: This lot is similar in size to other lots in the neighborhood and most of the lots in the Bay Haven subdivision are improved RESOLUTION OF THE BOARD: In considering and balancing the above factors and pursuant to the Waiver Provisions of the Town of Southold Merger Law,,Section 280-11,motion was offered by Member Dantes,seconded by Member Weisman(Chairperson),and duly carried to GRANT the waiver of merger as applied for as shown on the survey by Kenneth M Woychuk, LLS dated June 5,2016,subject to the following condition: Proof that waiver.of merger is effected by way of a deed from the applicant to a separate individual or entity conveying title to that portion of the property known as SUM lot#9(aka Bay Haven subdivision lot#4 be provided to the ZBA within 2 years of the date of this decision. Failure to comply-With this condition will result in nullification of the waiver of lot merger, granted herein. iV Vote of the Board: Ayes:Members Weisman (Chairperson),Dantes, Goehringe?; Flanamento and Acampora, This Resolution was-duly adopted(5-0). fie-, Leslie Kanes eisman, Chairperson Approved for filing 7/d/ /2017 Scott A. Russell ° � S��'o]R,..��[� AXIEIRt MANAGEMENT SUPERVISUR � .z SOUTHOLDTOWN HALL-PO.Box 1179 ] Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 Ol [ j CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) T3OIrS THIS T INVOLVE ANY OF THE IOI.LO"YV �:. ICHECK ALC THAT APPLY) ; I„ Yes NO A. Clearing, grubbing, grading or stripping of land which affects more F D than 5,000 square feet off ground surface. :, ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑d] 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. i F. Installation of new or resurfaced impervious surfaces of 1,000 square + ` oval of a Stormwater Management feet or more, unless prior appro a 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}'our 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. —-------- -_-_ ! S.C.T.iVI. 1000 n"t` APPLICANT "Property(honer.De»gn Prof�snonal,Agent,Contiactnn,Utheri=,= 0nirict NAM[ �� d ��t�� section Block Lot 2 �r��« ` ` `•* FOR BUILDING DEPAK'T'MENT USE ONLY Contact information ✓ I ' !I^ �� I ' ' 'rQ/� Reviewed BY: CSV l 4 — — — — — — — — - - — — — — — — - - - - - - - Date• Property Address/ Location of ConstructioftWorl: Apert�ed for 1) Buikting Permit ol Plan Nnedj -70O nn'l V'\ LP-nt S mwater Management Cont Sottf'h0 Stormwater Management Control Plan is Required. (For�Nard to Engineering Depaitment for Re\.ic�)�; FORM S�4CP-TOS MAY 201 - APPLICANT s.C.T.M. 1000CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) +A+� + �'DSt)tiQ+ p $g Storrnwater Management Control Plan CHECK LIST N MU O U.&! C� U-0Secrfn Biocl. Lot � � S M C:P -Plan Requirements: Provide ONE copy of Lhe Building Penna Application, n "„ U llate; �k Ilie applicant tnumst provide a Complete Explanation and/or Reason for not providing 4—�C all inforrnation that has been Required by the follo\ving Checkhstl o I. h et+nmAK 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST if You answered No or NA to any Item, Please Provide Justification Here! show all of the following items; YE No NA If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries �0 b. Total Site Acreage. c. Existing- Natural &Man Made Features within 500 L.F. of the Site Boundary as required by§236-17"02). d. Tc-st liolc Data lndreatIng Soil Characteristics&Depth Lo Gi ound Water, e. Limits of Clearing& Area of Pro ?sed Land Disturbance. 0 l 'qo -Et't" '+ f. Existing& Proposed Contours of the Site (Minirnuni z Interval g. Location of all existing& proposed structures,roads, driveways.sidewalks,drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. bo yD p6Seci j. Location of proposed Soil Stockpile Area(s). 00 �• k. Location of proposed Construction Entrance/Staging Area(s). ROLD 1. Location of proposed concrete washout area(s). rn. Location of all prupcmd erosion&sediment control measures. AM r 2. SLorimvater Managernent Control Plan muit include Calculatiow showing � UIRE that the storm4tatcr improvements are sired to capture,store.rind Infiltrate � �� >tftFp's am -156 on-site the run-oft i'min all miperviow surfaces generated by a twu{T)Inch t 4t the neer's rainfall/atorm event. $ een FO 3. Details§ional Drawings i'ar.,tormwater practice.-are required for approval. FIROSION SEDIMENT CONIR01 S Code, Items requiring details shall include but not be limited to: Shall iRralude but Rat be limited te: a. Erosion&Sediment (Controls. 0 b. Construction Entrance&Site Access. 0� ' c. Inlet Drainage Structures {e.g.catch basins.trench drains,etc.) �J ace t enclrtg, stabilization g d. Leaching Structures (e.g.infiltration basins,scales,etc.) Seedingo exposed and/or inactive soils. FOR ENGINE EIZ[N ' LPARTMENC USL ONLY Additional information is Required. 1 Reviewed& 1 Stormy{pater Management Control Plan is Not Complete. 1 Stort'nwater Management Control Plan is Complete. '! Date: (Z Zo �7 1 SMCP has been approved by the Engineering Department. FORM A SWCP Check List -TOS MAY 2014 L o ��o n e y _�W WOL* .�•y fYFWy N `R v�Y f Sv v�/r .1 Y v. n�j� }r� ��iE y _ _ ■ _._ "; f R�� PERSPECTIVE VIEW {^ �` -•; _ W FAMMU 2Y1 FENCE POST WOVEN W WII FENCE (SYo-tort*WWF PLAN VIEV FILTER CLOTH � R � E&MEEDFLTERCLOTN A 0 A D ol M .r WTO Omm J I v �M .....r....w.wwu....»w.. NOTE: V1 ACRE I UQ L tMMn CROSS SFL7fON iN Attgi 1490lliEARFEET - SECTM DETAIL TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE DETAILS w-•�• APPROVAL OF STORMWATER MANAGEMENT CONTROL LAN -To n ode r 36 Date: e Approv d y: � 1EFol,��o BUILDING DEPARTMENT- Electrical Inspector oho , TOWN OF SOUTHOLD D Town Hall Annex - 54375 Main Road - PO Box 1179 IE 1 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 VAY 16 2018 roger.richerttown:southold.ny.us -,,APPLICATION FOR ELECTRICAL INSPECTION R 'RO&W. O n t o Date: Company Name: (_ Name: License No,: = email: 0 CC D 1A CO f el e Address: 2 1 W75 Phone No.: -2 JOB SITE INFORMATION: (Ail Information Required) Name: Address: 0 Cross Street: vL2a Phone No.: q-q 6 Bldg.Permit M 142-2-12. emai 0`1 Tax Map, District: 1006 Section: Block: BRIEF DESCRIPTION OF WORK(Please Print Clearly) I,I.) `' 4 Owl Circle All That Apply: Is job ready for inspection?: YES /0 Rough In Final Do you,need a Temp Certificate?: ES NO Issued On T r mation: (Ail information required) Service Size 2anP 3 Ph Size: 'Za-0 A #Meters _ / Old Mete _ `�^ New Se ice - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? ® N Additional Information: PAYMENT,DUE WITH APPLICATION 82-Request for Inspection Formals ZZ 5 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.0.Box 1179 mp Southold,NY 11971-0959 +h BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION,_PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: (Pg L_0L&IsC C-{ Lu c- 0 0 .e Ss�`{�i o W Location of Property: _ h Please take notice that the (check applicable line): v // New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s)(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): „ Jv_A\ o lly Capacity(check applicable line): 7 Owner Owner representative TrussRegl5.docx Effective 1/1/2013 I 33 Rai C�: Lug) SURVEY OF: PROPERTY LOCATED AT SOUTHOLD SUFFOLK CflWYDER41RTFENUOFI SALT- SE10VI0EreS LOT No. 4 AS SHOWN k�� �°8 FO t A PPR;�'�I.�L O F C( :TSTa�JI_rR0=�'n Oho A „ MAP OF BAY HAVEN YG, mac_ �I:1� .LLr FAMaLY FILED: JANUARY 22. 1959: FILE No. 2910 DEC 1 1 2017 ry' TOWN OF SOUTHOLD DATEE - HSi�• '. r3 v�d'9 ��� .� f I SUFFOLK COUNTY. NEW YORK i AT'pTtNv "� Uj S.C.T.M. # 1000-88-3-9 �«� AREA = 14.519.5 SF. �1'ro1� �t r SCALE: 1"=30' EXPIPTS fH,F;]pDAT''01F AJRPFZ.::>a ,%L NOTE: THE EXISTENCE OF RIGHT OF WAYS, --`—""`-- WETLANDS AND/OR EASEMENTS OF RECORD Cleanout must be Installeci on the IF ANY, NOT SHOWN ARE NOT GUARANTEED. septic tank inlet waste line.All utilities UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION se require a 5ft minimum separation to OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. re Q p COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED the septic system. OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. - GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEGUENT OWNERS. / ALL RESIDENCES ELEVATIONS REFER TO 1988 NAVD WITHIN 150' HAVE ELEVATIONS SHOWN THUS ++ . PUBLIC SEPTICER fl tK S tK ) 9), LOT 3 O� �A`5 RESIDENCE � S 75F 0S, s A ss 6 cF�ro 1 v R9 SO 8 2 O ,0 OQ 20�� 0. GT Q f� vIK T° n. ro Off. rc� PIPE Qr / c� 2y 42 o°QA, A e �� e '?e V,Q 14 ,3 TEST e 1�m 0 e HOLE EP 12 opOA LP 0 71SOS, °SF° R7 D� O O• 9 �J � O , O� y' s. J��''" •'�'�X00 � o. C LOT 5 RESIDENCE a6 13 14 COVERAGE CALCULATION PIPE Y PROPOSED RES. = 1492.5 SF. PROPOSED GARAGE = 360.0 SF. FIRE PROPOSED PORCHS, ROOF, CE = 668.0 SF HYDRANT TOTAL = 2520.5 SF. = 17% SAV v T SURVEYED BY: �Y��'d BA PAUL BARYLSKI LAND SURVEYING PATCHOGUE NY 11772 PHONE 631-294-69850 O FAX 631-627-3186 o5p782 � PAULBARYLSKIaYAHOO.COM �o S�Q` NOVEMBER 17, 201 FINISHED GRADE TEST HOLE DATA CONCRETE LOCKING CASTING I'MB TO GRADE (NOT TO SCALEI 2 MAX.ASLAB BY: ROY K. REISSIG, PE INLET 1/B.PITCH OCTOBER 26. 2017 c 8:30 AM MIN 4•DIA D o 0 0 24" 1' MIN. 24" 0.0'-0 2' TOP SOIL PT J D 0 D N s 1/4' PITCH 20- 2' MAX. 20. 6' MIN TOP 0.2'-2.5' SILTY SAND SM a i w 4 DIA MIN SLAB Uj w _ 6.0' CLASS 240 iD 1/ < < 0 a a BROWN SAND = 30'MIN. m OR EOUIV �G 8 PITCH x 3 2.5'-4 0' SP G, ALE Z < o I- AND GRAVEL 0 COLLAR 0 NT Ii q o IL O — 5 e.a DIAMETER m 4.0 m CLA37A MIN. C4 f'" Ir LEACHING SECTION S LIGHT BRWON W 0. DEPTH PIPE 400 4.0'-16.5' SAND M GRAVEL SP CLEAN BACKFILL WIT AND 3.a MIN. !GROUND NATER OR EQUIVALENT WATER GRAVEL MATERIAL ! \\ 8.01 WET LIGHT BROWN 6'PENETRATION' LENGTH 16.5'-20 0' SAND M GRAVEL SP INTO A VIRGIN STRATA OF SAND AND GRAVEL SEPTIC TANK TYPICAL LEACHING POOL TYPICAL 1000 GALLON SEPTIC TANK 2954 INTSI I- 40 SURVEY OF: PROPERTY LOCATED AT SOUTHOLD LOT No. 4 AS SHOWN ON MAP OF BAY HAVEN FILED: JANUARY 22, 1959: FILE N o. 2 910 DRAINAGE INSPECTIONS ARE REQUIRED TOWN O F S O U T H O L D Contact TOS Engineering at 765-1560 before SUFFOLK COUNTY, NEW YORK Backfill, OR Provide Engineer's Certification S.C.T.M. # 1000-66-3-9 that the drainage has been installed to Code. AREA = 14,519.5 SF. SCALE: 1"=30' NOTE: THE EXISTENCE OF RIGHT OF WAYS, EROSION &SEDIMENT CONTROLS WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. Shall include but not be limited to: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION A well maintained Construction Entrance, o OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Wire Backed Silt Fencing, stabilization & COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Seeding of exposed and/or Inactive soils. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS. / ALL RESIDENCES ELEVATIONS REFER TO 1986 NAVD WITHIN 150' HAVE ELEVATIONS SHOWN THUS ++ ti�� Silk {' � PUBLIC SEPTICER O)O�-- "o, S �� 9>, LOT 3 VOJ� �( DW O� RESIDENCE S E' cF r '`A A9,s0 F 99 �(�� A 0 0 Op Oyu�p2 0 °a tip 10 0. ' Get /,• �� PI °°�- a, � am tio• Qom r°a Q 4 q�cc j ° _ 9 rp 1.4 DW� TEST HOLE EP 12 COVERAGE CALCULATION S2 °R° LP p PROPOSED RES. = 1492.5 SF. PROPOSED GARAGE = 360.0 SF. RS SS t �O. o�Q`00 PROPOSED PORCHS, ROOF, CE = 668.0 SF `90. 0' S yF�' O' TOTAL = 2520.5 SF. = 17% L 0 T 5 C�O�� RESIDENCE DRAINAGE CALCULATIONS �a6 �� HOUSE, GARAGE & PORCH = 2520.6 SF. 14 'n 2520.6 X 0.16 / 42.24 = 9.5 REO'D STORAGE PIPE 10 `O USE 2 6' DIA BY 5' DEEP FIRE HYDRANT Y m 4. SURVEYED BY. ���'d B Yi o PAUL BARYLSKI LAND SURVEYING ti PATCHOGUE NY 1177.2 PHONE 631-294-69B5 �� z FAX 631-627-3166 APPROVAL OF STORMWATER MANAGEMENT 060767- P A U L B A R Y L S K I a Y A H 0 0.C 0 M 6078yPAULBARYLSKIaYAH00.00M CONTROL PI -T w Cod h r LAND '�� NOVEMBER 17, 2017 Date: • Approv d by: FINI ED GRADE TEST HOLE DATA LOCKING CASTING e• (NOT TO SCALEI 2 AX CONCRETE TO GRADE BY: ROY K. REISSIG. PE INLET lie•PrrcSLAB H OCTOBER 28. 2017 o 8:30 AM MIN r DIA D D o v 24' 1' MIN. 24" D D D 0.0'-0.2' TOP SOIL PT J D D N i It4' PITCH 20' A 20' 6' MIN TOP 0.2'-2.5' SILTY SAND SM w e.o' CLASS MIN. w SLAB W — < < 2400 m a m x � 3 2.5'-4.0' BROWN SAND SP N s.0'MIN. = OR EQUIV4L z J It8• PITCH o I- AND GRAVEL Z) COLLAR o ENT �.. IL q• 6 IL o _ > e.o'DIAMETER > '"f m 4.0 mU CLASS MIN. a O a LEACHINO SECTION DEPTH PIPE 400 LIGHT BRWON 4.0'-16.5' SAND a GRAVEL SP E CLEANILL WITND 3.0'JMIN, !GROUND NATER OR EQUIVALENT WATER GRAVEL MATERIAL / 8.0' ET LIGHT BROWN 61 PENETRATIDN LENGTH W 16.5•-20.0' SAND a GRAVEL SP INTO A VIRGIN STRATA OF SAND AND GRAVEL SEPTIC TANK TYPICAL LEACHING POOL TYPICAL 1000 GALLON SEPTIC TANK 2954 IN.T.S.I SURVEY OF: PROPERTY LOCATED AT SOUTHOLD LOT No. 4 AS SHOWN ON nD FP7,f, � � MAP OF BAY HAVEN DD FILED: JANUARY 22, 1959: FILE No. 2919 Lm APR e 6 �n1R TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1000-BB-3-9 AREA = 14.519.5 S F. TOWN OF SOUTHOLD SCALE: 1"=30' NOTE: THE EXISTENCE OF RIGHT OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. CERTIFIED TO: PRIMARY LAND SERVICES LLC / ALL RESIDENCES STEWART TITLE INSURANCE COMPANY WITHIN 150' HAVE 66 LOUISE CT LLC PUBLIC WATER & SEPTIC ELEVATIONS REFER TO 1988 NAVD �O �`LO� LOT 3 o 0 0 S RESIDENCE L{ ° 0 co, n Al c �^� A9 S°F o4i J��O°off 0 v' / S'Tp ,,m BOJ 0 PIPE Xt?e� t tib /oF Gi� Sg iL G� F tip�R�r TEST �. Qr 'TtpY HOLE COVERAGE CALCULATION PROPOSED RES. = 1492.5 SF. `S20 PROPOSED GARAGE = 360.0 SF. 7Q O S PROPOSED PORCHS, ROOF, CE = 668.0 SF `S,gssO,, ��' 0� 0 TOTAL = 2520.5 SF. = 17% O' 41 A) 00 CO LOT 5 RESIDENCE DRAINAGE CALCULATIONS HOUSE. GARAGE & PORCH = 2520.6 SF. 2520.6 X 0.16 / 42.24 = 9.5 REO'D STORAGE PIPE USE 2 6' DIA BY 5' DEEP FIRE HYDRANT �) SURVEYED BY: S N PAUL BARYLSKI LAND SURVEYING ��' �� P�Pv BAR PATCHOGUE NY 11772 �. PHONE 631-294-6965 FAX 631-627-3166 0 PAULBARYLSKIaYAHOO.COM NOVEMBER 17. 2017 sFo 060787-5vQ`� 4-4-2016: FOUNDATION LOCATION LAND FINISHED GRADE TEST HOLE DATAl'MIN CONCRETE LOCKING GRADE(NOT TO SCALE) z•MAX. SLAB BY: ROY K. REISSIG, PE INLET I,B.PITCH OCTOBER 28. 2017 0 8.30 AM MIH 4'O[A o D o a 24' 7' MIN. H24 0 0'-0.2' TOP SOIL PT D D 0 13 D I/4, 2' MAX. PITCH 20 6' MIN TOP Of 0.2'-2 5' SILTY SAND SM w w i m 4 OIA MIN. SLAB w — s.0' = CLASS 2400 iD 2.5LL LO < '-4.0' BROWN SAND gp N 0'MIIN OR EOUIVnLENT ZE Ld < m ItB. PITCH AND GRAVEL o Ii O W O 80'DIAMETER 2 X: m 4,0 W CL DIA MIN. N 0 �' ¢ kLACHING SECTION a DEPTH PSS 2400 LIGHT BRWON a Ip 4.0'-16.5' SAND 8 GRAVEL SP BACKFCLEAN SAND ILL IAND 3.0'`MIN, /GROUND WATER TH OR EDUIVALENT WATER GRAVEL MATERIAL ` B Q' 16.5'-20.0' WET LIGHT BROWN SP 6'PENETRATION' LENGTH SAND & GRAVEL INTO A VIRGIN STRATA OF SAND AND GRAVEL SEPTIC TANK TYPICAL LEACHING POOL TYPICAL 1000 GALLON SEPTIC TANK 2954 INTSI fn i t C:'d SURVEY OF: sem. PROPERTY LOCATED AT SOUTHOLD L•u u< LOT No. 4 AS SHOWN ON } > MAP OF BAY HAVEN situa FILED: JANUARY 22, 1959: FILE No. 2910 a� TOWN OF SOUTHOLD Uw SUFFOLK COUNTY. NEW YORK o ! �® S.C.T.M. # 1000-88-3-9 AREA = 14,519.5 SF. SCALE: 1"=30' a ® C, COcu of 61d •r- `7 NOTE: THE EXISTENCE OF RIGHT OF WAYS. u- 0 a d 2 U WETLANDS AND/OR EASEMENTS OF RECORD C3 lu a) 0 - C73� IF ANY, NOT SHOWN ARE NOT GUARANTEED. N c� z• UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION 5" p, ey�p •�, . OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. it Q GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO •- THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION d a to LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL ®` INSTITUTIONS OR SUBSEQUENT OWNERS --� ,:^• Co 'm 0 CERTIFIED T0: ` `�'I 'Cb u' U a) ASHLEY ANN LOSTRITTO ;4 `..SAMANTHA MORGAN WENDER � •i ®1 t:. oa O STEWART TITLE INSURANCE COMPANY L; �i v : ��`��nn GOLD STAR ABSTRACT ' �; e, in WELLS FARGO HOME MORTGAGE a LOT 3 RESIDENCE tO O's� Q9,Sp A, A F v ti 9re 9 �� 3e .B. s Lr R / �� cF `STS qm 0 �G� PIPE c��o m rte fol 110tip'oQ q�FTF�c� e �oo 9 A �oc���u �PycF Dw ��• LP2 \\ Q F ,,v 01 IQs O �Oss `FiySAO �� OO 0 C9 ''lam LOT 5 RESIDENCE PIPE FIRE HYDRANT AV SA COVERAGE CALCULATION �Q RES. = 1505.3 SF. GARAGE = 360.0 SF. 2iS' 05079 PROPOSED PORCHS, ROOF, CE = 695.7.0 SF LANO TOTAL = 2561.0 SF. = 18% NOTE: WATER SERVICE AND SEPTIC SYSTEM LOCATION SURVEYED BY: BY OTHERS. B.O.H. REF. No. PAUL BARYLSKI LAND SURVEYING SEPTIC LOCATION PATCHOGUE NY 117772 _ PHONE 631-294-6965 FAX 631-627-3186 S.T. 17.5' 23' PAULBARYLSKIuYAHOO.COM L.P.1 28* 36' NOVEMBER 17, 2017 L.P.2 31' 27' 4-4-2018: FOUNDATION LOCATION 7-12-2018: FINAL SURVEY 2954-FINAL 7-24-2018: REVISE SURVEY t ` REScheck Software Version 4.6.4 Compliance Certificate Project PROPOSED RESIDENCE Energy Cade: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,495 ft2 Glazing Area 15% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 700 GIN LA Justin Pollio robert higgins SOUTHOLD,NY NY Robert Higgins architect Wading River, NY 631-208-3351 Compliance: 12.4%Better Than Code Maximum UA: 394 Your UA 345 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 r Area Cavity Cont. U-Factor UA Perimeter Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,495 38.0 0.0 0.026 39 Floor 2:All-Wood Joist[fruss:Over Outside Air 32 38.0 0.0 0.026 1 Wall 1:Wood Frame, 16" D.C. 2,736 21.0 0.0 0.057 131 Window 1:Wood Frame:Double Pane with Low-E 380 0.300 114 SHGC: 0.30 20 0.400 8 Door 1:Solid Door 2: Glass 40 0.300 12 SHGC: 0.30 Gelling 1: Flat Ceiling or Scissor Truss 1,038 30.0 0.0 0.035 36 Ceiling 2: Cathedral Ceiling (no attic) 24 21.0 0.0 0.048 1 Ceiling 3: Flat Ceiling or Scissor Truss 72 21.0 0.0 0.047 3 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 b ding has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requir n listed in the REScheck Inspection Checklist. Date Name-Title y Signatur Project Title: PROPOSED RESIDENCE Report date: 12/13/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Pollio Justin\700 Gin La Sthold\energy Pagel of 1 gin la.rck REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section "= :� .; `-plauasl4erified Field Verified j #: Pre4nspection/Phap Review'-, •, �aloer; _ Y9adaie Cotnplaes? CoYtnytent5%Assumptions {' -','?' ; 1❑Com lies :Requirement uirement will be met. 103.1, `Construction drawings and t, �,� _ --� - _. -__ ., p q 103.2 •documentation demonstrate '- ti ' -_ _ '❑Does Not ; [PR1]1 !energy code compliance for the _- _ _ -]Not Observable building envelope.Thermal - - - envelope represented on _ ❑Not Applicable , ,construction documents. 103.1, iConstruction drawings and _ _ ;❑Complies 'Requirement will be met. 103.2, ;documentation demonstrate j - " _ _ = []Does Not 403.7 energy code compliance for '' _- _ 'r ;❑Not Observable [PR3]11ighting and mechanical systems. ;•'.' '_;° ❑Not Applicable ; Systems serving multiple ;dwelling units must demonstrate compliance with the IECC '•Commercial Provisions. r' 302.1,, .` ?Heating and cooling equipment is, Heating: Heating: :❑Complies ;Requirement will be met. 4.03:7: 5sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 ' on loads calculated per ACCA Cooling: Cooling: ,on Observable ' Manual J or other methods Btu/hr Btu/hr ❑Not Applicable 4 approved by the code official. Additional Comments/Assumptions: 1 I High Impact(Tier 1) -2- Medium Impact(Tier 2) 3,Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 12/11/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Pollio Justin\700 Gin La Sthold\energy Page 2 of 9 gin la.rck S�R:eq'11) > _ - _ - �O(nCia071t5/A5SUrYlptlO0t5 4��.ounmlatioi�InspeciitPn_�;, sCQnpi5,,_ _ - -& 303.2:1"':i A protective covering is installed to I❑Complies Requirement will be met. [F011]z.:%,protect exposed exterior insulation ❑Does Not -_`nand extends a minimum of 6 in. below ❑Not Observable -_ 'grade. ;❑Not Applicable Snow-and ice-melting system controls:❑Complies Exception: Requirement is not applicable. installed. EDoes Not e l ;❑Not Observable, !F-]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2°i Medium Impact(Tier 2) -3 Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 12/11/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Pollio Justin\700 Gin La Sthold\energy Page 3 of 9 gin la.rck Section:, t= - •' ' ,'Pians Verifi�d�" Fietd'l6erifietl'":';, , r- hough=tn-tnspec#ion "Na ;,C®mplies? : . _'C®m6roerits% ssuer�p#ions` 402.1.1, :Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ;❑Does Not ;table for values [FR1]1 `❑Not Observable ' '❑Not Applicable 402.1.1, 'Glazing U-factor(area-weighted U- U- ;❑Complies See the Envelope Assemblies 402.3.1, ;average). ❑Does Not ;table for values. 402.3.3, ;❑Not Observable 402.3.6, ❑ 402.5 Not Applicable [FR2]1 303.1.3 °U-factors of fenestration products = ❑Complies ;Requirement will be met. [FR4]1 are determined in accordance _ - = - _ ''ElDoes Not g with the NFRC test procedure or I ,taken from the default table. _ _ []Not Observable _ -❑Not Applicable 402.4.1.1 'Air barrier and thermal barrier _ -- _ ' '' =(r;`,, -;:❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not s instructions. --[]Not Observable -❑Not Applicable 402.4.3 Fenestration that is not site built _ ❑Complies ;Requirement will be met. [FR20]1 'is listed and labeled as meeting `_ `' _ --_ = ❑ �,�,. � r,.y, Does Not AAMA/WDMA/CSA 101/I.S.2/A440} ` >" []Not Observable . or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable ,limits. 402:4:5. IC-rated recessed lighting fixtures`,, ❑Complies ;Requirement will be met. [Ff216]zsealed at housing/interior finishDoesNot and labeled to indicate s2.0 cfm ;leakage at 75 Pa. _ -'❑Not Observable ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies :Requirement will be met. [FR12]1 insulated >= R-8 where duct is - - - =❑Does Not >=3 inches in diameter and >_ ;R-6 where< 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable ,the building insulated >= R-6 for diameter>=3 inches and R-4.2 ' for<3 inches in diameter. _ 403.3:3.5:;Building cavities are not used as "r' -'• " `" '❑Complies Requirement will be met. [FR15]3--- ducts or plenums. ❑Does Not ;❑Not Observable ,` _ ❑Not Applicable 403.4;;= ,;`HVAC piping conveying fluids R- 4 R- ,❑Complies 'Requirement will be met. [Ff217]?;`,.--above 105 QF or chilled fluids ;❑Does Not ---,',,below 55°F are insulated to>R- ❑Not Observable ❑Not Applicable 403.4.1 I ;Protection of insulation on HVAC ❑Complies .Requirement will be met. [FR24]1 ;piping. __ ❑Does Not -`=;❑Not Observable ❑Not Applicable 403:5.3` , Hot water pipes are insulated to : R- R- ❑Complies .Requirement will be met. CFR18]z = =>_R-3. 'E]Does Not []Not Observable ❑Not Applicable ,Automatic or gravity dampers are-, ;-_ ;'r „;<,::-`•. ❑Complies 'Requirement will be met. [FR7:9]2° ^installed on all outdoor air a: 3=: - ❑Does Not _ =c intakes and exhausts. ❑Not Observable "❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3"'.1 Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 12/11/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Pollio Justin\700 Gin La Sthold\energy Page 4 of 9 gin la.rck Additional Comments/Assumptions: [-,]-High Impact(Tier 1) 2` Medium Impact(Tier 2) =3_Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 12/11/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Pollio Justin\700 Gin La Sthold\energy Page 5 of 9 gin la.rck seetioei, r'fied- :'Field�9erifiei9 = - Plans•Ve p. C®rrils9ies. _ CominentsL�sseaanpti®eas,, #- Insulation"fln'specti�n, _ - `Value ''` ': _ lialue" .; ";All_ installed insulation is labeled = - __ y - _ `❑Complies ,Requirement will be met. [tN13]? or the installed R-values :,; ;' « ❑Does Not `t Provided. 4;n ❑Not Observable _ p, _i❑Not Applicable 402.1.1, Floor insulation R-value. R--'r R- ❑Complies -See the Envelope Assemblies 402.2.6 :❑ Wood ,❑ Wood '❑Does Not ;table for values. [IN1]1 Steel ❑ Steel ❑Not Observable ' ❑Not Applicable 303.2, Floor insulation installed per ❑Complies Requirement will be met. 402.2.7 !manufacturer's instructions and <_ -` []Does Not [IN2]1 :in substantial contact with the =❑Not Observable ' -underside of the subfloor, or floor ;,t framing cavity insulation is in " _ -- -. ,,• El Not Applicable _ i 'contact with the top side of ,sheathing, or continuous _- insulation is installed on the ;;Y` underside of floor framing and extends from the bottom to the -\d ;top of all perimeter floor framing = F- members. 402.1.1, 'Wall insulation R-value.If this is a' R- R- ❑Complies See the Envelope Assemblies 402.2.5, 'mass wall with at least i/z of the ❑ Wood :F-1Wood ❑Does Not :table for values. 402.2.6 -wall insulation on the wall ;❑ Mass ;❑ Mass ,[]Not Observable [IN3]1 exterior,the exterior insulation F1 Steel ❑ Steel ;❑Not Applicable ; requirement applies(FR10). j❑Comphes :Requirement will be met. 303.2 ;Wall insulation is installed per [IN4]1 manufacturer's instructions. - ;° u 4 -]Does Not ` ![:]Not Observable . .,E]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) '3,, Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 12/11/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Pollio Justin\700 Gin La Sthold\energy Page 6 of 9 gin la.rck . . . . . . Complies?, mmenis*sumptions, lor 402.1.1, :Ceiling insulation R-value. R- R- OComplies See the Envelope Assemblies 402.2.1, 1:1 Wood F� Wood :[]Does Not 'table for values. 402.2.2, E] steel Steel �E]Not Observable 402.2.6 E]Not Applicable 303.1.1.1, 'Ceiling insulation installed per OComplies Requirement will be met. 303.2 manufacturer's instructions. _",�,'.,�E]Does Not [F12]1 :Blown insulation marked every �_'_.�`;,J]Not Observable 300 ft2. -,,E]Not Applicable IF .-]Complies �40 2J_,..�:;Vented attics with air permeable Requirement will be met. [FI221 insulation include baffle adjacent -`�-_�to soffit and eave vents that ONot Observable d over insulation. --'!E]Not Applicable 402.2.4 Attic access hatch and door R- R- ;E]Complies Requirement will be met. [F1311 :Insulation ;�R-value of the ElDoes Not ;adjacent assembly. E]Not Observable :E]Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 ElComplies :Requirement will be met. [F[17]1 ach in Climate Zones 1-2, and �E]Does Not <=3 ach in Climate Zones 3-8. UNot Observable EINot Applicable 403.2.3 'Duct tightness test result of<=4 cfm/100 cfm/100 EComplies Requirement will be met. <=3 cfm/100 ft2 without air :,E]Not Observable handier @ 25 Pa. For rough-in �tests,verification may need to 'T]Not Applicable �occur during Framing Inspection. 403.3.2 �Ducts are pressure tested to cfm/100 —cfm/100 :E]Complies Requirement will be met. [F127]1 ',determine air leakage with ft2 ft2 �E]Does Not either:Rough-in test:Total E]Not 0 1 bservable �Ieakage measured with a :pressure differential of 0.1 inch E]Not Applicable ,w.g. across the system including 'the manufacturer's air handier enclosure if installed at time of �test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch �w.g. across the entire system Ancluding the manufacturer's air :handler enclosure. 403.3.2.1 �Air handler leakage designated CComplies Requirement will be met. [F12411- by manufacturer at<=2%of 'ODoes Not design air flow. 17INot Observable ----,E]Not Applicable Programmable thermostats `-`.,,,13complies Requirement will be met. 'installed for control of primary heating and cooling systems and t��[]Not Observable 'initially set by manufacturer to E]Not Applicable code specifications. 46i Heat pump thermostat installed t'E]Not Observable El Circulating service hot water Complies Requirement will be met. DDoes Not 2--- systems have automatic or accessible manual controls. ElNot Observable E]Not Applicable 11 JHlgh Impact(Tierl) 1:,�]medium Impact(Tier 2)77T�T Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 12/II/17 Data filename: C:\Users\Admin\Documents\COPYDll04\bui|ders\PoU|o]usbn\70OGin LaStho|d\energy Page 7of 9 '•'5ection Plans Verified, Field;Verified" .IFinal=lra,_p'ectw® P,--`- ovS'tDJr1S_`_: _ ,Ct)rvtpl'res'' COnl11l@i1tS/,ASStitllpt9�r15,, ;Valtie_ ;i/alue.';, _ _ r 403:6.1 All mechanical ventilation system ' = ,- __ T_❑Complies 'Requirement will be met.~ [FI25]?= ;fans not part of tested and listed _»❑Does Not HVAC equipment meet efficacy ` _ =❑Not Observable and air flow limits. E ❑Not Applicable 403.2. %' 'Hot water boilers supplying heat §`i ;❑Complies ;Requirement will be met, [FI26j? .'through one-or two-pipe heating 7V _ ❑Does Not systems have outdoor setback control to lower boiler water "` ij ❑Not Observable _ temperature based on outdoor >❑Not Applicable ' temperature. 4035 T,1',Heated water circulation systems ``" _ , ';",: - _ _ _ ❑Complies Requirement will be met, [F128]?` ,'.1 have a circulation pump.The '_ ;❑Does Not „system return pipe is a dedicated return pipe or a cold water supply° ❑Not Observable , pipe. Gravity and thermos- _ , Not Applicable ,,-,syphon circulation systems are _ = ;not present.Controls for ;circulating hot water system pumps start the pump with signal `for hot water demand within the -.occupancy.occupancy.Controls "automatically turn off the pump :- ,;when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5,1:2= Plans"Ve'ified: 'Fieli V rili ,.~._ T nalllih �`'ectidn.Pr®visio�s's XoinP ies. :'Comments/Assuinptions_; r, p �- ;Value;° 'Value 401.3 _ Compliance certificate posted. "'❑Complies :Requirement will be met. ❑Does Not ❑Not Observable ❑Not Applicable 303'.3, ❑ Requirement will be met. ,Manufacturer manuals for lies Com P [FI18j3= _ t mechanical and water heating - _ `=❑Does Not systems have been provided. 1 _`':`= Y i❑Not Observable -[]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ;.2;Medium Impact(Tier 2) 3,1 Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 12/11/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Pollio Justin\700 Gin La Sthold\energy Page 9 of 9 gin la.rck 2015 �Ecc Energy Efficoancy cerfificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.30 0.30 Door 0.30 0.30 Heating System• Cooling System: Water Heater: Mame: Date: Comments �1 DO NOT PROCEED".WITH 5 FRAMING UNTIL-SURVEY OF,FOUNDATION LOCATION HAS 6EEi��APPROVED. .. . EImECTRICAL. INSPECTION REQUIRED A P OVED AS NOTED DATE: B.P.# ao2 FEE dip BY: TRUSS PLACARDING REQUIRED NOTIFY BUILDING DEPAMVEMT AT 765-1802 8 AM TO 4 PM FOR THE 7OLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING PLUMBER CERTIFICATION . INSULATION 4ON;LEAD CONTENT SFF Cr 4. FINAL - CONSTRUCTION MUST GER_77FICATE OF OrCI�Pl;1.`. BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE SOLDER USED MV WA TE); REQUIREMENTS OF THE CODES OF NEWSUPPL Y S %TEUI C,4,fVNOT YORK STATE. NOT RESPONSIBLE FOREXGEED 2/10 OF 1/ LEAD. DESIGN OR CONSTRUCTION ERRORS. -PLUIMBIN G, COMPLY WITH ALL CODES OF ALL PLUMBING WASTE NEW YORK STATE & TOWN CODES &WATER LINES Rti��,', AS RE IRED AND CONDITIONS OF TESTING BFFORL SOUTHOLD TOWN ZBA Blower door and ductwork .-V T' ^' SEES testing required. . .sem Must provide Manuals D, J and S as per OCCUPANCY OR NYS Energy Code USE IS UNLAWFUL All exterior lighting WITHOUT CERTIFICATE installed,replaced or repaired shall conform OF OCCUPANCY to Chapter 172 of the Town Code DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Fire separation Backfill;OR Provide Engineer's Certification that the drainage has been installed to Code. required as per NYS Code GENERAL CONSTRUCTION DOTES TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES FASTENING SCHEDULE MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) IRC 2015 NAILING SCHEDULE 1. All construction shall conform to the 2015 International Residential Code PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD 2nd Printing, as adopted b NYS and the 2016 Supplement. 15. No backfill shall be placed against the foundation walls LOAD LOAD DESCRIPTION SPACING AND p Y pp until the first floor framing is in lace or brace the foundation MINIMUM NUMBER AND TYP Code books included but not limited but not limited to: g p 10 OF FASTENER inches Uninhabitable attics without storage LOCATION 2015 International - Residential Code; Building Code; NYS 2016 uniform code supplement with or without shower head Uninhabitable attics with limited storage 20 10 Energy Conservation Construction Code; NYS 2016 suplement to the New York State Energy 16. Double joists under parallel partitions and under whirlpool tubs. Bathtub ( ROOF FRAMING conservation construction code (revised August 2016) Plumbing code; Fire code; Double around openings in floor and roof framing. and/Or whirlpool attachments 1-1/2 Habitable attics&attics served with fixed stair 30 10 4-8d BOX (2-1/2")OR Mechanical code; Fuel gas code; Existing building code; Property maintenance code Bidet 1-14 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL ercede the drawings and shall be incorporated into the 40 10 ALL CODES shall su 17. Metal flashing shall be installed were concrete abuts wood, Balconies(exterior)and decks P 9 p Clothes washer standpipe e 2 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR drawings WHETHER they are indicated on the Plans or NOT. and were decks abut house framing. Fire escapes 3-8d COMMON EACH JOIST,TOE NAIL Dishwasher on separate trap) 1-1 2 p 40 20 CEILING JOISTS NOT ATTACHED TO PARALLEL 18. Install joist hangers at all flush structural load bearing conditions. Floor drain 2 Guards and Handrails 200 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP 2. Written Dimensions take precedence over scaled dimensions 1 g g CEILING JOISTS ATTACHED TO PARALLEL Kitchen sink (one or two traps, with or Guard in-fill components 50 4 RAFTER HEEL JOINT TABLE R802.5.1(9) EACH LAP p verify 19. All habitable rooms shall be provided with aggregate glazing area without dishwasher and food waste disposer 1-1/2 5 COLLAR TIES 4-10d BOX (3") OR ¢ 3. The contractor prior to the start of construction shall veri all g garages FACE NAIL TO EACH RAFTER dimensions, existingor new and be responsible for field fit. of not less 8 percent of the floor area of that room and the minimum passenger vehicle aro es 5o OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" p openable area to the outdoors shall be 4 percent of the floor area being Laundry tub (one or more compartments) ventilated. Refer to IRC Residential Code section R303 Lavatory - Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND 4. The mechanical systems, electrical systems, pllumbing systems and solar energy systems, Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE shall be installed in accordance under latest State approved Building Codes. OF EACH RAFTER OR TRUSS 20. All window and door headers to be 2-2x10 unless noted otherwise. ShOwerheadS and bod S ra S Stairs 40 20 All systems are to be designed, installed, &specified by the general contractors; HVAC, Y p Y electrical or plumbingsub-contractors. Flow rate: 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR Electrical certificates ore to be provided the electrical contractor. 21. Vent dryers to exterior as per IRC Section M1502 Roof 20 20 3-10d COMMON TOE NAIL p 5.7 gpm and less 1-1/2 3-16d BOX OR Vent range hoods as per IRC Section M1503 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity Bathrooms/mechanical ventilation as per IRC Section M1507 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL of 2000 pounds ers square Foot. All Footings shall be 36" below rade Minimum. It shall More than 12.3 gpm up to 25.8 gpm 3 P P q 9 9 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING 22. Smoke Alarms: Shall be listed in accordance with UL 217 installed as per More than 25.8 m u to 55.6 m 4 be the responsibility of the general contractor to verify the depth of all existing footings + p gpm p gpm STRUCTURAL MEMBERS DEFLECTION the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, 16d COMMON disturbed b construction. $ STUD TO STUD(NOT AT BRACED WALL PANELS) 24"O.C. FACE NAIL Y outside of each separate sleeping area in the immediate vicinity of the bedroom Rafters having slopes greater than 3/12 with 3.5"x 0.162" and on each story of the dwelling, including basement and cellars and not less than no finished ceiling attached to rafters L/180 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 1s"O.C. FACE NAIL �- Where the building official determines that in-place soils with an allowable bearing capacity rY 9+ 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" -fir of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be Interior walls and partitions H/180 10 BUILT-UP HEADER 16d COMMON 16"O.C. FACE NAIL ALONG EDGES L be determined b a soils investigation. interconnected and hard-wired to a commercial source. 3-1/2"x 0.162") Y 9 TABLE R302.6 WHENEVER an alteration, addition, or conversion is made to an ExistingLI360 5-8d BOX(2-1/2"X0.113") 11 CONTINUOUS HEADER TO STUD TOE NAIL DWELLING - GARAGE SEPARATION OR 4-8d COMMON 6. Cast-in-place concrete shall be air entrained; 5% < 7% total air content by volume and have Residence, the smoke detection system of the ENTIRE residence must be All other structural memebers L/240 0 an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, brought u to code, hard-wired and interconnected. 12 TOP PLATE TO TOP PLATE 16d BOX 3-1/2"x 0.162 16"O.C. FACE NAIL 9 p SEPARATION MATERIAL ( ) J Exterior walls with stucco finish H/360 O garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 NOT LESS THAN 1/2"-INCH GYPSUM OR DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END International buildingcode and NYS amendments. 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 FROM THE RESIDENCE AND ATTICS Exterior walls-wind loads/brittle finishes SIESMIC BRACED WALL LINE SPACING<25' JOIST)MIN 24"LAP SPLICE LENGTH) EQUIVALENT TO THE GARAGE SIDE L/240 12-16d BOX All Concrete shall conform to the latest ACI standards. of the 2015 IFC as amended by the NYS 2016 Uniform Code Supplement. 13 W Shall be Installed outside of each separate sleeping area in the immediate FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDC A-D2 WITH 12-16d(3-1/2"x 0.135") FACE NAIL ON EACH SIDE OF END U �- VlClnit of the bedrooms. combination carbon monoxide and smoke alarms BOARD SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24" LAP SPLICE LENGTH) Reinforcement: Steel reinforcement shall comply with the requirements Y L=span length, H=span height z shall be permitted in lieu of carbon monoxide alarms. STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL W O of ASTM A 615, A 706 or A 996, USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD 14 W Minimum yield strength of reinforcing steel shall be: 40,0000 psi (grade 40), OR BLOCKING (NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL Z' All CO alarms shall be connected to the lighting circuit with no intervening wall IRC TABLE R802.5.1(9) 0 (n required reinforcement shall be in accordance with IRC Table R404.1.2(3), R404.1.2(8) g g g 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 JGiST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL r^ Q C) switch with battery back-up. Battery-powered alarms are not allowed. 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 v) J g O located at the centerline of the wall determined from tables R404.1.2(2)through R404.1.2(7). SLOPE SPACING END NAIL W Location of Reinforcement: The center of vertical reinforcement in basement walls shall be EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF 24. WALL BRACING: Buildings shall be braced in accordance with IRC 16 3-16d BOX W ,Z TOP OR BOTTOM PLATE TO STUD n/ Vertical reinforcement in basement walls determined from table R404.1.2(8) shall be located section R602.10.4.2 Continuous sheathing method. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 2-16d COMMON ry _ End conditions for braced wall lines for the continuous sheathing shall conform SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. V Z to provide a maximum cover of 1-1/4 inches from the inside face. g 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-1 Od BOX FACE NAIL to Figure R602.10.7. Braced wall panel connections RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 20 FT 28 FT 36 FT 2-16d COMMON O Concrete basement foundations shall have horizontal reinforcement as follows: shall comply with nailing schedule and Figures R602.10.8(1) & R603.10.8(2) SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 Based on R404.1.2(1) - (includes basement entrances and window wells) NUMBER of 16D COMMON NAILS 18 1" BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL W 0 O•� O 2-8d COMMON Z r__ v�/J Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be 3: 12 16"O.C. 5 s io 13 wall and One#4 bar near mid-height of wall. provided to transmit the applicable uplift forces in section R80211.1 from the Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of roof assembly to the foundation. TABLE R301 .2.1.2 IRC Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 In wall and One#4 bar near the third points in the wall story. Fastening Schedule for wood structural panels E. 2 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 5: 12 16"O.C. 3 5 s s o 0),_ N 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All asphalt shingles shall be tested in accordance with ASTM D 7158 and classified Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 _� � 2 ° a 2 Framing lumber shall be DOUG-Fir Larch #2 or better, E=1.6 X 10 6 as per Table R905.2.4.1 of the IRC Residential Code. Type Less than or less than or less than or FLOOR FRAMING o °T Min. Fb for dimensional lumber= 850 psi Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or equal to 4 feet equal to 6 feeet equal to 8 feet s: 12 1s"O.C. 3 4 a 5 -,_Z z a `o co copper roofing nails, minimum 12 gage shank with a minimum - 4-8d Box ° - - o °' ° 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing 12: 12 16"O.C. 3 3 4 4 21 JOIST TO SILL, TOP PLATE OR GIRDER PER JOIST 3-8d COMMON PER JOIST-TOE NAIL v �' w ami =- 3/8" w ° 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: p g g No 8 Wood screw Q °7 9 ° - ° Q �' ` ° q g 9� Via.° `a °" ,��°�Y a. All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer based anchor with 16 inches 10 inches 8 inches RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON a° °Y m ° 2 co pp but not less than 4 per strip. 2 inch embedment on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL a s N o 3 L c ff-1 3 0 3 Or Stainless Steel. BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS = U"- OL,,°. NAL b.) Use Copper flashing Only against ACQ Lumber Sill Plates lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT BLOCKING TO JOIST 2-10d BOX c o 9 o 0 - a `�°w y o, c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc 27. Flame Spread Index: R302.9 23 EACH END W �In: - °" o CONNECTION SHALL BE INCREASED AS FOLLOWS: 2-8d COMMON N c c m wall and ceiling finishes shall have a flames read index 5 200 0� 3° E shall be Hot-Dipped Galvanized or Stainless Steel. 9 p No 10 Wood screw a� ° 2 ° o Insulation material, vapor retarders within roof, floor, wall, ceiling assemblies based anchor with 12 inches 9 inches HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLATE 4-11 6d BOX TOE NAIL o ='� 2 a 'S.2 &attics shall have a flame spread index 5 25 16 inches H C / H r Micro-Lam " 3-16d COMMON t .� 12 __ E E 0 n 9. All Engineered Wood Products such as Trus Joists, , etc shall be p 2 inch embedment on center on center on center ` `._ � ° Z cw t vi a c installed in accordance with the manufacturers latest installation details, lenght 1 / 3 1.5 25 2" PLANKS(PLANK&BEAM FLOG &ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL c n E m m �o m 4, °s N Framing connectors, Allowable Hole diagramr, specifications, etc. Smoke-developed Index: R302.10 4-10d BOX °' ° "" ` „ wall and ceiling finishes hava asmoke-developed index 5 450 1 /4 1.33 � 8 �� a � � E a=o a Micro-Lam Design Stress: E _ '1.9, Fb = 9000 psi, Fv = 285 psi Insulation material, vapor retarders within roof, floor, wall ceiling assemblies 1 / 5 1.25 26 BAND OR RIM JOIST TO JOIST 4-16d BOX PER JOIST "Parallam PSL" Design Stress: E = 2:.0, Fb = 2,900 psi, Fv= 290 psi 1 / 6 1.20 3-16d COMMON "Anthony Power Beams Design Stress; E = 2.1, Fb = 3000 psi, Fv = 300 psi & attics shall have a smoke-developed index :5 450 tested with ASTM E 84 or UL 723 a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. Z 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C. FACE NAIL TO TOP&BOTTOM U) O 10. R310.1 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 28. SWIMMING POOLS. Shall conform to IRC 2015 Section R326 and as amended pp g p STAGGERED ON OPPOSITE SIDES, b. Fasteners shall be installed at opposing ends of the wood structural panel. W by the NYS Building Standards and code 2016 UNIFORM CODE SUPPLEMENT U) each sleeping rooms in basement, habitable attics, and every sleeping room Fasteners shall be located a minimum of 1 inch from the edge of the panel. 4-1sd Box l_- shall March 2016. IRC TABLE 802.11 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER, FACE NAIL W V 2 shall have at least ONE operable emergency escape opening as follows: 3-1sd COMMON Q W � •- O RAFTER UPLIFT CONNECTION FROM WIND J Sill height of not more than 44 inches above finished floor. c. Anchors shall penetrate through the exterior wall covering with an embedment length of Z Z J CD A. Minimum net clear opening of 5.7 square feet. 29. SOLAR READY DWELLINGS: Shall conform to IRC 2015 R324, Appendix U, not less than 2 inches into the building frame. Fasteners shall be located not less than 29 BRIDGING TO JOIST 2-10d BOX EACH END, TOENAIL International Fire Code, 2015 IECC appendix RB and as amended b the RAFTER ROOF EXPOSURE C W < Z Q N r Except grade floor openings shall have a minimum net clear pp y 2-1/2 inches from the edge of concret block or concrete. SPACING SPAN Q � NYS 2016 uniform code supplement. Provide but not limited to: Solar ready W Q M VI opening of 5 square feet. (FEET) ULTIMATE WIND SPEED SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND � W roof zone area of not less than 300 sq. ft. Access and pathways, roof access points, Z V E _0 B. Minimum net clear opening height shall be 24 inches. d. Where screws are attached to masonry or masonry/stucco, they shall be attached PARTICLE BOARD WALL SHEATHING TO FRAMING W D •- 11 ground access areas, panels shall not be located less than 18"from a valley using 130 PIT TABLE R602.3 (1) U) �-- N C. Minimum net clear opening width shall be 20 , gvibration-resistant anchors having a minimum ultimate withdrawal capacity of ROOF PITCH ROOF PITCH (n Z � � � D. emergency escape and rescue openings shall be operational 1,500 pounds, SPACING OF FASTENERS W Q A permanent certificate indicating the"solar-ready zone" and other requirements of <5:12 a 5:12 <5:12 L,5:12 DESCRIPTION OF NUMBER AND TYP J from the inside of the room without use of keys or tools. (� � WHERE Basement contain more than one or more sleeping rooms, this section shall be posted near the electrical panel or water heater by the builder. BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING p g 214 201 263 247 PANEL EDGES an emergency escape opening shall be provided for EACH sleeping room. Exterior glazing in buildings located in Wood-Borne debris regions shall 16"O.C. 12 SUPPORTS GABLE END WALL FRAMING Emergancy escape and rescue opening shall open directly to the outside The main electrical panel shall have reserved space for a dual pole circuit breaker be protected from wind borne debris. 16"0.C. 18 277 259 342 3223/8" - 1/2" 6d COMMON(SUBFLOOR,WALL) 11 for future solar electric installation and labeled for future solar electric". Glazed opening protection shall meet the Large Missle test ASTM E 1996 30 8d COMMON(ROOF) 6 SEE NOTE A 6 and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 1s"OC. 24 340 31s 422 396 EXCEPTION: Grade floor or BELOW grade floor openings shall have 30. EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section R507 Garage door lazed opening protection for wind borne debris shall meet1 19/32"- 1" Sd COMMON 6" SEE NOTE A 6" a net clear opening of not less than 5 square feet. g g p g p 1s"O.C.oc2s 34s 358 47s 44s ANSI/DASMA 115. Areas within hurricane prone regions: 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each 31. NEW Construction /Additions &Alterations: (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 711 711 Itshall be the responsibility of the General contractor or his subcontractors to submit wind speed is 130 miles per hour or greater. r continuous run of treads or flight with FOUR OR MORE RISERS. 16"O.C. 36 469 438 538 547 o W Handrail Height measured above stair tread nosing, shall not be less than in detail the design, calculations, drawings, written statements of the mechanical, (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 711 711 N F- air conditioning ventilation. heating systems ( new, existing or upgraded) is"O.C. 42 535 499 664 622 O 34 inches and not more than 38inches. All Handrails shall be continuous ' ' � Z t D Building O th d b i if i l i f d b stamped a professional engineer required e Owner or ung ep . A. EXCEPTION: the full length of the stair from a point directly above the top riser of a flight is"O.C. 48 599 559 745 697 � to a point directly above the lowest riser of the flight. Handrails adjacent to Wood Structural panels with a minimum of thickness of 7/16 inch EXTERIOR WALL WOOD STRUCTURAL PANELS LL Q a wall shall have a space of not be less than 11/2 inches between the wall and a maximum span of 8 feet shall be permitted for opening TO RESIST WIND PRESSURES TABLE R602.3 (3) m protection. Panels shall be precut& predrilled to cover the glazed openings LU 6i and the handrail. see IRC code for exceptions. Refer to LLI co with attachment hardware provided in the table below. WOOD NAIL SPACING Q IRC Code for grip size specifications. I F-S��DIAMETER��� I MINIMUM NAIL MIN WOOD WALL > > Label all panels and store in a clean dry area of the house. TABLE 507.2 STUD O LU V Attachments shall be provided in accordance with the table NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL z Of 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" DECK LEDGER TO BAND JOIST CONNECTION THICKNESS SPACING EDGES FIELD above the floor or grade below shall have a railing not less than 36 inches " ' "•/• N•YNIn as follows: PANEL SPAN RATING in height. Railings shall have Top rails and Balusters and Bottom rails that are ••"m„"',," r, JOIST SPAN 8d COMMON NAIL ��� CONNECTION 1.75 INCH 24/16 1/2" NO MORE THAN 4 INCHES APART. EXCEPT, the triangular openings formed (2.5"X 0131^) 16" O.C. 6" 12" by the riser, tread and bottom rail of the guard rail at the open side of a stairway DETAIL <s' s'1"To s' s'1"TO 10' 10'1"TO 12' are permitted to be of such a size that a 6 inch sphere cannot pass through. ITECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 1/2" DIA. LAG SCREW INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 r h Open sides of stairs with a total rise of more than 30 inches above the floor or -T NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD & 1/2" MAX. SHEATHING 30" 23" 18" 15" grade below shall have guards not less than 34 inches in height measured ti f Applicant shall r 11 GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS pp' provide engineered wood placard 1/2 DIA.THRU BOLT ORIENTATION TO MEMBERS vertically from the nosing of the treads. 36" 36" 34" 29" APPLICATION _ SIZE OF NAILS FSI Z„ on or adjacent to electrical meter box for field inspection. & 1/2" MAX. SHEATHING THICKNESS TO WOOD FRAMING pe to IRm abry " •sN-IF .,.-• STROKE FRAMING SPACING NAILS SCREWS `<'�"" Residential structures with Truss type construction, 13. WINDOW FALL PROTECTION: Were the top o e sl o an operable window °The•.,9^.,,°^ .M1.II M1. 12'1"TO 14' 14'1"TO 16' 16'1"TO 18' „ „ ••IV"or w^ opening Is located LESS than 24 inches above the finished floor and GREATER +h••^^s++°�++•" Pre-Engineered Wood Construction And/or Timber Construction 112„ CEILING EITHER DIRECTION 16"O.C. 7 12 5d COOLER NAILS •^°f'M1R for new dwelling and/or an addition,alteration WALL r14 than 72 Inches above the finished grade or other surface below on the exterior trio,W2°ftM1•BCNY! DESIGNATION FOR STRUCTURAL g Y EITHER DIRECTION 16"O.C. g" 16^ .� • COMPONENTS THAT ARE OF a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 1/2 DIA. LAG SCREW �, C1 of the building, the window must be provided with a window opening control device TRUSS TYPE CONSTRUCTION ++ 13" 11" 10" CEILING EITHER DIRECTION 16"O.C. 11 NF„ shall be affixed on or adjacent to any electric box attached to the exterior & 1/2"MAX. SHEATHING 7 12 that compiles with IRC R312.2.2. Window Opening Control Devices. `` , """^"°"'" """°'"' of the structure for field inspection ++ 5/8 WALL sd COOLER NAILS ROOFFRAMI- _ p 1/2 structural plywood 1 EITHER DIRECTION 16"O.C. 711 1211 "--- rA BUILDING M'FR FLOORANOROOFFRAMING Panel, Attached to 1/211 DIA.THRU BOLT 24" 21" 19" TYPE AT 1-7/8"LONG 6d COATED NAILS OR Q 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in s,F.,,F�.A..t ... & 1/2" MAX. SHEATHING a� >* „ GARAGE CEILING 16"O.C. 6" 6++ EQUIVALANT DRYWALL SCREWS. U U accordance with IRC R302.11 thru R302.11.2 and Draftstopping shall be Frame in accordance 5/8 BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH installed per IRC R 302.12 thru R302.12.1with Table R301.2.1.2 LEDGERS SHALL BE FLASHED HABITABLE ROOMS IRC SECTION R702.3.5.1 [,�/I U �o International Residential LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) ,? Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) Side Elevation C LM 0 ° a_ TABLE 602.10.5 ° i � j I_ e , fasten king stud to header with r 'I CONTINUOUS RIM FULL HEIGHT BLOCKING ADDITIONAL FRAMING FULL HEIGHT BLOCKING i. . . . Min.3"x 11-1/4"net header Header ; ; ; ; / 6-16d sinker nails — _ _ _ rn _ _ _ - -_ — _ _ METHOD CS-GB: TABLE R602. G. & OR END JOIST CONTINUOUS ALONG LENGTH OR END JOIST MEMBER DIRECTLY ABOVE @ shall occur at top of wall . . . . I I I I I I R602.10.3(3)GYP.BD FASTENING. 4"OC AT THE PANEL EDGES, INCLUDING OF BRACED WALL PANEL CONTINUOUS RIM BRACED WALL PANEL BRACED WALL PANEL '� � fasten top plate to header with 16"OC ALONG ° ° �-��� I I I I I I TOP AND BOTTOM PLATES AND ALL Header shall be Top plate continuity is two rows of 16d sinker nails @ 3 O.C. fastened to the required per R602.3.2 I I I I I HORIZONTAL JOIINTS BLOCKED.(BOTH SIDES} 2-16d NAILS EACH SIDE I king stud with Braced wall line 6-16d sinker nails SCREWS(1 5/8"TYPE W OR S) � i I. � r continuously sheated I 11 I I I c with 1/2"wood Minimum 50001b header-to-jack stud rn X Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening I I I I METHOD CS-WSP: _ w structural panels p pattern as shown and 3 in.o.c.in all framing(studs and sills) opposite side of sheathing I I I I I I AS PER TABLE R602.3(3) 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS — rn '° I I I EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG m c I Minimum 40001b header-to-ack-stud strap l BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER 3 o e 1 p BRACED WALL PANEL 8d @ 6"O.C.ALONG o on both side of opening opposite side of I I I WITH 8d COMMON NAILS BRACED WALL PANEL �° p 9 pp Panel splice edges shall occur over BRACED WALL PANEL T (0,131 X 2.5"LONG) o s - and be nailed to common blocking I 1 I I I AT 6' O.C.ON EDGE AND 12" O.C. sheathing BRACED WALL PANEL BRACED WALL PANEL .,�, ,,p .p Min.Double 2x4 framing covered with minimum - within the middle 24"of the portal- BRACED WALL PANEL I 1 IN FIELD BRACED WALL PANEL ca s4• -A^-_ le height. One row of 3"o.c.nailing BRACED WALL PANEL x 1/2"thick wood strucral panel sheathing9 9 9 I I I I BRACED WALL PANEL INTERIOR FINISH: x is required in each panel edge. � b with Sd common nails 3"o.c. in all framing q P 9 I I SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d 16"OC ALONG '• studs, blocking,and sills typical if needed I I I 1 I @ 3-16d @ 16"OC ALONG ! ( ) yp WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH !° I I I BRACED WALL PANEL 3-16d @ 16"OC ALONG @ 2'to 18'(finished width) _ _ _ L1 _ _ _ i WITH IRC TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMEBER b Min Double 2x4 or _ _ _ _ TABLE R602.3(1)FOR EXTERIOR WALL b Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural = I I I I SHEATHING ! per Table R602.10.5 panel sheathing 0 I I I CONTINUOUS RIM OR CONTINUOUS RIM OR Min double 2 x post I END JOIST END JOIST b Min. No.of jack studs per = I I I I I ALIL HORIZONTAL PANEL JOINTS �° (2)2x4 typ. Table R602.7(1&2) SHALL OCCUR OVER AND BE p I I I NAILED TO COMMON FRAMING ro Min. (2) 1/2"Diameter anchors OR BLOCKING WITH WITH PANEL ! M1 2-16d NAILS EACH SIDE installed per section R403.1.6 z EDGE-NAILING IN ACCORDANCE with 2"x 2"x 3/16"plate washer WITH THE IRC SECTION R602.10.10 FULL HEIGHT BLOCKING ADDITIONAL FRAMING I CONTINUOUS ALONG LENGTH I I OF BRACED WALL PANEL MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING 0 I I I 1 12)(.4 or 2 x 6 STUD WALL BRACED WALL PANEL BRACED WALL PANEL I II O I I I 2-2 X BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 w I II I I I I I I FIGURE R602.10.8(2) Attach Sheathing to 0 I I I I I I FIGURE R602.10.8(1) Band or Rim joist with nail sole plat Attach Sheathing tQ nail sole plate z D _ _ _, BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN 8D common nials ° i to joist Band or Rim joist to joist per W — — — — — — ' — — — ' ' — PARALLEL TO FLOOR/CEILING at 3"o.c.Top a Sub-Floor nailing sched. 8D common nials L!, nailing sched. 7 PERPENDICULAR TO FLOOR/CEILING Bottom at 3"o.c.Top and Rim Joist 0 Z O FRAMING •: • .: e. . C) FRAMING Rim Joist Bottom 11 PHoldowns erPlans J J LL FASTENING REQUIREMENTS FOR00 BRACED WALL PANEL AS PER ° ' ° ' . a a . . nchor Bolts and per plans w Z S 1 TABLE 13602.3. 3 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 0 z � o3: zti � 0 6„ Simpson H2A Stud To Rafter � - 4' gale. x 20 gage DTT2Z Connector Were the distance is SIMPSON H2A coil strap with (5) 8d common W (8) 1/4" X 1- 1-1/2" Typical Metal between blockin at each Rafter. With o E.12 N between 9-1/4"to 15-1/4" o nails In each end at each rafter. �, (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter °o E SDS SCREWS Strapping - WINDOW HDR braced wall panels PROVIDE@STRUCTURAL RIDGES at Openings �, (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field E �' ' ° a ALLOWABLE LOAD: 1,825 LBS (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side o �E o Horizontally attached w •= c y ' c 1/2 THREADED ROD I ood sheathing Blocking of Ridge to have a o a a G 0 �o L o py`" g Schedule Dwg-1 g Simpson LSU skewable hange . . " @ all Plywood Joints .o c° o o o N Mi o 0 COUPLER NUT AND N Y 1/2" ANCHOR BOLT �,.� 3 0 3 0 3 SIMPSONH2A ° a� �,� >a � o �; o Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil °' ` ° o Z rafters attached to top (5) 8d x 1-1/2" nails in Rafter o o ��° C a �w Strap with (5)-8d common nails c a� � N plate with 8d nails @ 6" o.c. (2) 8d x 1-1/2" nails in plate ° N c c r E�; o •� in each end. catch jack studs ° L s N 3 o E along lenght of braced wall (5) 8d x 1-1/2" nails in Stud Look Out Blocks a == o 0 0 0 Corner Holdowns and window or door Header. ,° ° -2 o - g u o w 0 Gable End Wall ° _ 'r t— E � - o Preservative-treated Refer to laps panel. Typical each side and ALL or Equal z = a M _ �, o p F .1 Less than _barrier required for for locationsc Uif requiredL P •�' m P c6 � c U 0connectors in contactwindows and doors. a E °L with treated wood RIM JOIST BLOCKING BETWEEN RAFTERS cr BRACED WALL PANELS to 12 N ° L D o w 'L' I- 6mcuiT F-- mEn�o & n 11 IRC 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS SIMPSON CORNER See details on HOEDOWN 0-) BOX FRAMING this page. TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP IRC 802.3.1 ALLOWABLE LOAD: 1 8525 LBS IN LIEU OLLAR TIES @EACH RAFTER RIDGE STRAPS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 CO7 '^ _ NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD �1L_ vJ 4 NTS 5 N.T.S. 6 7 2-1/2" LONG 8 9 OF THE RAFTERS WITH D 8D NAILSATTACHED � n J EACH END O 0— Q ATTACHED CONNECTOR ry f ALL THRESHOLD CAREFULLY J W TO I-JOIST W1 MINIMUM FLASHED&CAULKED TO O 0 TYP. EXTERIOR WALL OF(19)8d NAILS PREVENT WATER INTRUSION CONSTRUCTION. I STEM. I RAILING SIMPSON BSC 'CONTINUOUS FLASHING EXTENDED SYSTEM.VINYL RAILING INIMUM 2X6 @ 26"ATTACHED PAST JOIST HANGER IV'I ITOP AND BOTTOM RAIL ALL THRESHOLD CAREFULLY FLASHED TO JOIST WEB W/(16) 10d NAILS AND COLUMN COVER ANDiiOUTER THIRD CUT COLUMN CAP. MEET RCNYS POST TO HEADER CONNECTOR OF SPAN ONLY AND CAULKED TO PREVENT AND CLINCH GALV.DECK HANGER COMPOSITE OR FOR CODE LENGTH WATER INTRUSIAfrF SIMPSON LUS26 @ 2X6 PRESSURE TREATED 12 Min TREATED POST 36 SIMPSON LUS28 @ 2X8 WOOD DECKIN I I X 4 TREATED POSTS 4' FRONT PORCH DECK SIMPSON ABU POST CONTINUOUS FLASHING SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST @ O CONCRETE BRACKET AS PER MANUFACTURES SIDE COVER 2"MINIMUM 114 JOIST EXTENDED PAST 4"TREATED POST MIN 2X8 P.T.SO.PINE LEDGER; SPECIFICATIONS. @ REAR DECK 2-1/2"GALVINIZED DEPTH,MAX. CLEAR JOIST HANGER ATTACH TO BAND JOIST WITH o 1/2"DIA. GALV BOLTS W/ CARRIAGE BOLTS 2"MIN. 1/6 JOIST � 112"DIA.HOT-DIPPED GALV 2 x JOISTS I LOCK WASHERS. GALV. DECK HA LAG SCREWS PER IRC GRADE 1l3 JOIST DEPTH,MAX. S N W iv= TABLE R507.2&PLACEMENT OF '° 2x RIM JOIST ANCHOR BOLT DEPTH, MAX. d 0LAG SCREWS PER FIGURE R507.1(1) Use 1-1/4" Metal Z see Schedule on DWG-1 Z COVERED FRONT PORCH FOOTING: W M tip of lag screw shall fully extend beyond SIMPSON H2.5 AT COVERED REAR PORCH FOOTING: Solid sawn joist and rafter " Coil Strap 20 Gage m LU Q 2X LEDGER; ONE SIZE GREATER the inside face of the band joist. EACH JOIST 24"x 24"x TO VIRGIN SOIL 12 Min (5) 8d common nails w W 6i 3 (MIN 36"BELOW GRADE) in EACH END at > U J SIMPSON DTT12@MIN OF ':,r SIMPSONDTTiZW/(6)10DX1-1/2" notching and boring limits. THAN JOIST AND NO GREATER SIDE DECK FOOTING 8"X 8"PC „ EACH Stud. C W U 4 LOCATIONS, SPACED EQUALLY NAILS @ MIN.OF 4 LOCATIONS SIMPSON BC „ THAN THE DEPTH OF BAND JOIST '' ''•°' '� SPACED EQUALLY. TWO WITHIN 24" ° FOOTING ON VIRGIN SOIL NTS WITH ONE WITHIN 24"OF EACH POST GIRDER 36"MIN.BELOW GRADE 8d @ 6 oc Along cn LAG BOLTED TO BAND JOIST WITH OF EACH END OF DECK: CONNECTOR Braced Wall Panel 1/2"DIA. HOT DIPPED GALV. END OF THE LEDGER. MIN THREAD ALLOWABLE LOAD:910LBS. MAXIMUM OVERHANG FIGURE 13602.10.8(1) LAG SCREWS AT 16"O.C. PENTRATION 3/8"DIA. LAG SCREW PREDRILLED SHALL BE JOIST SPAN 14 TO CENTER OF TOP PLATE,STUD P.T. POST TO CONC. PIER & FOOTING 13507 EXTERIOR DECKS OR HEADER CONNECTION 0) COVERED PORCH NTS WALL TO WALL STRAP EXTERIOR DECK LATERAL LOAD CONNECTION ENGINEERED JOISTS LEDGER BOARD ATTACHMENT TO BAND JOIST 1 DECK AND RAILING DETAIL 1 3 SIMPSON ABU Installed in accordance 1 ^ NTS 10 11 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS with Simpson Specifications `t 15 M� e G-185ag 1-1/4"x 20 gage G-185 1-1/4" x 20 g 1-1/4" x 20 gage G-185 � Hot Galvanized Strap Dipped Hot Dipped Galvanized Strap N p p Hot Dipped Galvanized Strap STAGGERED with (5)-8d common nails with (5)-8d common nails with (5)-8d common nails NOTCH d SEE TABLE 507.2 z FASTENERS at each stud ( ) DEPTH<1/4 � IN 2 ROWS at each stud HOLE EDGE Strap may be attached OVER Strapmay be attached OVER at each stud U DISTANCE>5/ " the plywood OR directly to y Strap may be attached OVER OUTER 1/3 OF the plywood OR direct) t0 SPAN ONLY HOLE D1IAMET © @ t�0 O 5.5"MIN FOR 2X8 = Studs. p y y the plywood OR directly to <2/5d 6.5"MIN FOR 2X10 Studs. SINGLE.STUD 5 MAX Studs. STUD HOLE DIAMETER 7.5"MIN FOR 2X12 - ���ll DOUBLE STUD OO O @ (V V " BLOCK SOLID �, .0 3-16d @ 16oc Along g BETWEEN JOISTS .a PLATE ° i�<c< , < � < � < � ..� �� HOLE EDGE 2"MIN = = Braced Wall Panel - C) .— LAG SCREW OR THRU BOLT <o< ., DISTANCE>5/8" LEDGER BOARD T3/4"MIN _ ._ ,,- � �y /� � - N .•� Illliillllll °<o< iv FIGURE R602.10.8(1) 111111 Fri �o PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD — D �'�Rc O PER FIGURE R507.2.10) OF 2015 IRC CODE , `` STRAPPING '� �c »iG, *Distance can be reduced to 4.5" Applies to Garage Wall and ing and b Stud notcboringemits. -.. if lag screws are used or bolt Slab on Grade Construction NTS spacing is reduced to that of "=III < ' 1-1/4 METAL lag screws to attach 2x8 ail '< STRAPPING ledgers to 2x8 bard joists (1/2" NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST 9' ' stacked washers not permitted) RAFTER FACE TYPICAL X 0 T0 O� STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD FLOOR FRAMING STRAPPING 16 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 AT CANTILEVER FLOOR JOIST OR MANUFACTURED FROM 6185 OR Z450 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 Typ Roof Const. Insulation dams thin profile structur Tub equal to the Ceiling Double Frame Attic Base lat prevent loose-fill sheathing as draftstop Typical insulation requirement access opening p e-�- n behind tub exterior x CJ w/ insulation Sealed to Air Seal falling through Continuous Be wall Typ Fasci as per drawings floor +N Gasket 1 g g of Sealant or Soffit see ) Sealant access adhesive Const. Dwgs c solid blocking Sealant -I Sealant or 1 min Rigid - - ---- or rigid insulation adhesive Insulation. Air sealed around Weatherstripping eal stairs Adhesiv //� \ EXPANDING FOAM SEALANT Typ. Exterior wall Sealed at perimeter four edges CiPanel frame gap Casing 1/2" Gyp. Wall ONTINUOUS BEAD OF SEALANT See Const. Dwgs finish w/ soffit material Pull-down with caulk Sealant 1x2 Stop Board RECESSED LIGHTING FIXTURE or foam 1/2" plywood DRYWALL CEILING staircase attic hatch DRAFTSTOP & SEALANT AT (see plan for size) RAFTER ON PLATE PULL-DOWN STAIRCASE EXTERIOR WALL OF BATHTUB AIR SEALING AT PREMANUFACTURED DRAFTSTOP DETAIL @ ATTIC HATCH DETAIL INSULATION AND WEATHERSTRIPPING RECESSED LIGHTING FIXTURE CANTILEVERED FLOORS DETAIL Thin profile }- 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 J support Non-combustable as per IRC chapter 11 TYP. ROOF CONST. (� sealant (R402023) I blocking SUBF . LOOR GLUED,CAULKED OR GASKETED I I„IJ 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-Air barrier and insulation installation. Sealant or at perimeter and seams. SEALANT Soffit see OR HERS RATER W W adhesive 0 Pre-Fab Fireplace Const. Dwgs z 0 TABLE R402.4.1.1 Refer to manufacturers - Q AIR BARRIER AND INSULATION INSTALLATION SILL PLATE INSTALLED U- specs for installation OVER GASKER SILL I W -� O O COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa °°D manual SEALANT Typ. Exterior wa Z General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. D,- See Const. Dwgs � - = z -��rpical foundation & framing (� (- requirements in the building envelope. Exterior thermal envelope Contains a See architectural plans AIR BARRIER AT FOUNDATION TO BAND JOISTS W continuous air barrier. Breaks or joints in the air barrier shall be AIR SEAL DETAIL PREFAP FIREPLACE RAFTER SEALING AT ATTIC EAVE z r-_ ~ sealed. This detail is for weatherstripping and draft sealing, NTS Cavity insulation All cavities in the thermal envelo pe insulation. It is not to be used as a guide for fireplace installation. o shall be filled with insuation.Tc Refer to Manufacturer for installation manual. "- 2.N installation density of the insulation sliall be at the manufacturers'product EXTERIOR WALL AIR BARRIER SEALING EXAMPLE °.o 8"E cn recommendation and said density shall be maintained for all volume of o m r 0,0 N 0 S `o Lo L each cavity. Batt type insulation will show no voids or gaps and ° � = N ° maintain an evena� density for the entire cavity.Batt insulation shall be ENERGY NOTES U "� 0 �" � ccZa � om installed in the recommended cavity depth. Where an obstruction in r w t3 the cavity due to services blocking,bracing or other obstruction 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be r- ---` w ° ° o '� M o l o o exists,the batt product will be cut fit the remaining depth of the 1. All design & construction in compliance and built accordingly to the provided for each separate heating and cooling system. Temporarily operate '�''� a- °Y a' N 0- (D- Y A g P f 11 i f m N E c `o 'm-� v ao c ° 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 - t~ �`"--� i ; °L�,.0 3 s .� 3 ° 3 ty. 2016 ECNYS supplement. The authority having jurisdiction shall be shall be max 70 F heating and 78 F Cooling. `' '"�� i' o o o °_ 0.0- shall be placed to fill any surface or concealed voids,and at the Y 9 J 9 9 CERTIFICATE ( MANDATORY) N1101.14 (R401.3) ; ; I o ° „ ° ,� w =3-- manufacturers'specified density.Where faced batt is used,the permitted to determine an energy efficiency program to exceed the ; j 11 i r o t installation tabs must be stapled to the face of the stud. There shall be energy efficiency required by this code. 9. R403.3: Ducts - Supply and return ducts attics shall be insulated to a minimum A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE `'-- L a __ U' o 0 3 o of R-8 @ 3" or greater in diameter, and R-6 @ ducts less than 3" in diameter. BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE � - ! ,/r o=.s a W °Y ° `` no compression to the batt at the edges of the cavity due to inset o -° L = 0 f 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 FURNACE IS LOCATED. '� ° _ ° ° W art using the Manual "J" Manual "S" & "D" submitted at CO. _.Z"- " ° ° 0 ° efficiency, International mechanical code, international energy conservation code party 9 THE CERTIFICATE SHALL LIST THE FOLLOWING; N 0, rz ¢ �' o r Insulation that upon installation readily conforms to available space and the 2015 ICC and 2016 NYS Supplement. � ° _ = L ° Pp iij ' I- ov, m0 t- mEEL 2r shall be installed filling the entire cavity and within the manufacturers' 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall R-VALUES FOR CEILING/ROOF, WALLS, FLOORS 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 FOUNDATION (SLAB, WALLS, CRAWL SPACE ETC), AND DUCTS. and posted on a wall in the space where the furnace is located Manual "J" Manuall, "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 ceiling/soffit shall be aligned with the air barrier. U-FACTORS FOR FENESTRATION AND THE SHGC COEFFICIENT. 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 Buildingenvelope (prescriptive) per table N1102.1.2 insulation & Fen. b Component. air leakage b an approved third a HERS Rater using the � p (p p ) p y p 9 Y PP party( ) 9 RESULTS OF AIR LEAKAGE TESTS, DUCT LEAKAGE TEST. --� � � z sealed. manual "J" Manuall ,"S" & "D" submitted at CO. ` 1�' Access openings,drop 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 TYPE AND EFFICIENCIES OF HEATING, COOLING, 2) ' -� J wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. sections N1102.2.1 through N1102.2.13 9C. R403.3.5: Building cavities shall not be used as ducts or plenum. WATER HEATING EQUIPMENT. Q Q shall be sealed. W L._ 5. Installation -the components of the building thermal envelope shall be installed in 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Walls The 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, fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. W W plate shall be scaled. The junction of the by completely filling the cavity with a material having a thermal or an approved third party using manual "J", "S" &"D". DUCT SEALING REQUIREMENTS 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 scaled.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. G� installed in substantial contact and continuous alignment with the air through N1102.4.5 barrier. 12. R403.6; N1106.3 (Mandatory) Mechanical ventilation Shall meet the requirements Windows. skylights The space between window/doorjambs 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. and doors and framing and skylights and framing air leakage rate not to exceed three air changes per hour. A written report of the Provided by and approved third party or approved HERS Rater. Anpr test results shall be signed by the party conducting the test. em-i.q Wniihncl rccw shall be scaled. o�r~:o�Iln,l��nr,cev�ce Refer to N1102.4.1.2 for testing requirements. 13. R403.7:R403.7 Eqluipment sizing (Mandatory) Heating and cooling equipment ; Rim joists Rim joists shall include the air barrier. Rim joists sliall 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 be Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain provided b an approved third art HERS Rater using Manual "J" --------- above __ _�__ _ f' _ combustion air. Factory built fireplaces shall be listed and labeled P Y PP party ( ) 9 ---_ _-----_ _____ i above garage and exposed edge of insulation, permanent contact with the underside of subfloor decking or floor and Manuals "S" & "D" �- - cantilevered floors) framing cavity insulation shall be pennitted to be in contact with the according to UL 127. topside of sheathing or continuous insulation installed on the 14. R404.1 Mandato Lighting A minimum of 75% of permanently installed fixtures 24" -- -_-.- -- J. ----- ------ -------- - O (Mandatory) 9 9 - P Y 4••s, underside of floor framing and extend from the bottom to the top of all {as n+uc�n,SI ahero cannot Approval rom to S N1 F 2a°n ti'v InG01'1 rY � must have high-efficacy lamps, Fuel gas lighting systems shall not have pass Ihro+, +, rt��«:f�(conform to nsrr�,t F znsn) � W Q perimeter floor framing members. continuously burning pilots. M 0 -A Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be rini_ned Floor Height I W � W shall be covered with a Class I,black pennanently attached to the crawlspace walls. R312.2 WINDOW FALL PROTECTION DIAGRAMS > > Q vapor retarder with overlapping joints I TOP OF THE WINDOW SILL SHALL � � Z � W taped. I I 4"VENT THRU I I 4"VENT THRU BE A MINIMUM OF 24"ABOVE THE FINISHED I Heigh1. �` C'°re Shafts,penetrations Duct shafts,utility penetrations,and flue ROOF ROOF ! =itti het; 10^r FLOOR AND GREATER THAN 72"ABOVE THE FINISHED : 1 Above 1 If GRADE OR OTHER SURFACES BELOW ON THE I If91.I �' shafts opening to exterior oar EXTERIOR VENTS: EXTERIOR SIDE OF THE BUILDING.SHALL FiriahCC Cr,:dc, rinifihed Char unconditioned space shall be sealed. - --t 2„ I P3103.1 ROOF EXTENSION COMPLY AS FOLLOWS: 2" ,.--' �� I -_-_-F_,- OPEN VENT PIPES SHALL Narrow cavities Batts in narrow cavities shall be cut to fit and installed to - I EXTEND MINIMUM 6"ABOVE R312.2.2 WINDOW OPENING CONTROL DEVICES: the correct density without any voids or gaps or -'' ; 3"i I THE ROOF OR 6"ABOVE THE WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH ANTICIPATED SNOW ACCUMULATION. ASTM F 2000.THE OPENING DEVICE AFTER OPERATION Fir shed Grade compression,or narrow cavities shall be filled by , , , ; I ; I TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO insulation that on installation readily conforms to the IP3103.2 FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE available cavity space. WC I WHERE FROST CLOSURE: TO MEET EGRESS R310.2.1 STALL LAV LAV LAV WC WHIRL I WHERE THE 97.5/a VALUE FOR Garage separation Air sealing sliall be provided between the garage and SHOWER I POOL I OUT-SIDE DESIGN TEMP IS 0 DEG F OR LESS.VENT EXTENSION THROUGH conditioned spaces. I A ROOF OR WALL SHALL NOT BE LESS 2ND FLOOR 1-1/2" 1-1/2" I THAN 3"IN DIAMETER. ANY INCREASE N Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal IN SIZE OF THE VENT SHALL BE MADE envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 2" 3„ I 3„ 2" 1 NOT LESS THAN 1 FOOT INSIDE THE a Plumbing and Batt insulation shall be cut neatly to fit around wiring and 33" I THERMAL ENVELOPE OF THE BUILDING. ~ _ wiring plumbing in exterior walls.There shall be no voids or 2" W gaps or compression where cut to fit.Insulation that on 2"____ 1 2„ I ~-; - installation readily conforms to available space shall ...... t aj extend behind piping and wiring. ; ; 3 i = � r � M Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall beWM DW Sink I LAV WC 1 LAV WC STALL WHIRL exterior wall showers and tubs shall separate them from the showers and insulated. 1 I SHOWER POOL f� U No tubs. 1-1 2" ® .-r Electrical/phone The air barrier shall be installed behind electrical or FIRST FLOOR 1 1 J box on exterior wall communication boxes or air scaled boxes shall be installed. HVAC register HVAC register boots that penetrate building thermal 2 I 3„ I 3„ 2' ,� �ly fl r rdrywall. 1 1 3,. PUG, O boots envelope shall be scaled to the sub o0 o Concealed When required to be sealed,concealed fire sprinklers shall sprinklers only be scaled in a manner that is recommended bh ey the I I P I I 4"FAVI manufacturer. Caulking or other adhesive sealants shall not °4 t 3., 3" t ,. be used to fill voids between fire sprinkler cover plates and C C , walls or ceilings. � - 4 IC = insulation contact. CONNECT TO A NEW a In addition, inspection of to walls shall be in accordance with the provisions of ICC-400. SUFFOLK COUNTY DEPT. M p g l� PLUMBING RISER DIAGRAM OF HEALTH APPROVED Not to Scale SANITARY SYSTEM. CONCRETE FOUNDATION Plumbing Note: DAM P P ROO F I N G ,_ , , „ 71-011 1 1 10/2„ 23-7 ALL PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH Damp-proof wall from top of footing PART VII OF THE IRC&NYS UNIFORM CODE SUPPLEMENT to the finished grade, using a bituminous coating, 3 Pounds per Electrical Note: Sqaure Yard of Acrylic Modified Cement, ALL ELECTRICAL EQUIPMENT or any other Code approved Material. AND WIRING SHALL BE INSTALLED TYP.COVERED IN ACCORDANCE WITH PART VIII OF PORCH FOOTING THE IRC. A MINIMUM OF 75%PF SEE DETAIL PERMANENTLY INSTALLED FIXTURES ON DWG-2 OUTSIDE BASEMENT ENTRANCE MUST HAVE HIGH-EFFICACY LAMPS. 9'-1" 14'-6" 01 8"CONCRETE WALL ON MIN 16"X 8" FOOTING WITH 4"CONCRETE LANDING& Mechanical systems 4"DRAIN TO DRYWELL, CONCRETE STAIR THE MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH GUARDRAIL MEETING IRC R311.7-STAIRWAYS. ---- .-----, -----, .-----, _ HANDRAIL PER R311.7.8, 34"-38"ABOVE -----OD---------------------------- NOSING. 36"HIGH GUARD RAIL ON ALL MECHANICAL SIZING PER ACCA PART V&VI OF THE IRC. , Ce-�-_ _-� _�_ __ _�'�_ _`-_ _- - EY ; A i TOP OF CONCRETE WALL. MANUAL"S"BASED ON LOADS 6 --------- - • L- `----"• `----- CALCULATED PER ACCA MANUAL"J" I H N RAI DUCT COMPLIANCE WITH MANUAL"D" 2 - 2X8 P.T. GIRDER/ F.D.® p R303.4 MECHANICAL VENTILATION. I o DWELLING UNIT SHALL BE PROVIDED I ; 9 --� WITH WHOLE HOUSE MECHANICAL I VENTILATION IN ACCORDANCE WITH '-0" _ O SECTION M1507.3 I W ' 3 I 15'-0" --- --------------------------- ----------------------- -------------, („� E'- f 2-2x1 Q treated deck girder ; z re - - e- - - - - - --* - E3 - - - - -L U W -------------------------------------------- I , , , I , Z W O Cn R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed --------------------------------------, �_ draft openings (both vertical and horizontal) and to form an effective fire barrier I HOLDOWN ALLOWABLE between stories, and between a top story and the roof space. Fireblocking shall �c LOAD: 1825 LBS -1 J �" N U DECK LATERAL HOLDOWNS p o be provided in wood-frame construction in the following locations. ; ONE WITHIN 24"OF EACH END = o DET 4 ON DWG 2 W z O O Y Zo AND TWO SPACED EQUALLY C) Ur ALONG DECK-REFER TO rn 1. In concealed spaces of stud walls and partitions, including furred spaces and o @ " " ol parallel rows of studs or staggered studs; as follows: I @ - DETAILS N DWG-2 7-7 7-4 7-4 - v O CD W X !' TYP.DECK LEDGER (3) -3/4"x 9-1/2" LVL 7 rn 1.1. Vertically at the ceiling and floor levels. l N SEE DET. ON DWG 2 ___ ___, ,___ ___, L O V) 1.2. Horizontally at intervals not exceeding 10 feet. UNEXCAVATED ---- --------------------------- , ____--____---- -- -- __-----_--- - -- N 4" poured concrete slab ; \ I -- -- -i- -- ---------------- _ 2. At all interconnections between concealed vertical and horizontal ----------------------------------- ' N ` +- -i------------------------------1-- --- w o on compacted 1 spaces such as occur at soffits, drop ceilings and cove ceilings. I E I I I I � I � � � � � I I w. w am t. o E ` granular fill. Pitch slab ECK LATERAL HOLDOWNS rn m a) 2215` ° 2 ONE WITHIN 24"OF EACH END i •-~ E L y a ° 3. In concealed spaces between stair stringers at the top and bottom of the run. to garage doors. TYP.DEC LEDGER °� rn ° Enclosed spaces under stairs shall comply with Section R302.7 - AND TWO SPACED EQUALLY °_ � ° ° ° 2 C) i i i ( - SEE DET_ N DWG 2 ALONG DECK-REFER TO I a o w a o a, � c ami _ DETAILS ON DWG-2 U c v w °w ° 4. At openings around vents, pipes, ducts, cables and wires at ceiling and d _ I °'o ° ° p P 9 c� I I I I o I I floor level, with an approved material to resist the free passage of flame -------- -----------' UNFIN. BASEMENT W ` ° ° �' R au y1/ >n a1/: o C} r D a�,N � co w - and products of combustion. N N' CAST-IN-PLACE CONCRETE � a�s�, 0 3 c c 3 0 13'-8" i i i SLAB INSTALLED IN a� O O O L N L 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19 ACCORDANCE WITH IRC _ �/� cn a T N I I I 1 I v/ I r- N L `C SECTION R506 , X m.`.�c L 4) v o-- ° E o,�-- I 6. Fireblocking of cornices of atwo-family dwellling is required at the line of drop top of concrete - - - - - 0 � 5 12 r L o dwellingunit separation. -� - p .N�, o E= E_ ° N p I I as required for Man � I � � � o � _� �� �L �� =� � 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral _ door, see plan for size �? I Z c ¢ r CD 2 c m ° wood or lass fiber installed secure) in place or 1/2" gypsum board. o M O _ L = n ° ° U U ` e- .- O E- c°� oima H � Ea..E'6 SL 9 Y 13'-8" 8'-0" 7'-0" 7'-81/2" 7'-8'/z" u- T-8'/z' T-81/211 T-3'/z' NT 72- - - drop top of concrete as required for garage (3) 1-3/4"x 9-1/2" LVL Handrail CODE COMPLIANCE STATEMENTS: � � doors � � -�7. 'I � r RR314 -- --; --- ---; ;--- ---; Z_z ;--� --L- 34"-38„ ----- -------------------------------- ------ ---------- I � --- 1. The windows selected for this project shall meet - - :_:__:__--- _____________ _ ___:::____-` _- __-`'_' -' --- Above Nosing --- -- -- ® I ® --- _1 the egress requirements of R310. _ ___ _______ __ _ _ All windows shall meet Section R308 Glazing and (2)ANCHOR BOLTS W � I ------ 2. R308.4 Hazardous locations. IN EACH CS-PORTAL TYPICAL INT.FOOTING/COL ------__ 3. Windows were required shall meet the Window Fall FRAME WALL ABOVE M 7'-�" -� ad 24"x 24"x 12"THICK 2x4 FRAME AROUND SECTION-SEE i n CAST-IN-PLACE CONCRETE I '- - -- ` STAIRCASE FROM FLOOR DETAIL 3 ON PG 2FOOTING&3"DIA STEEL __ TO CEILING. TREATED SHOE protection requirement R312.2. X i COLUMN > I PLATE AND GYP.WALL BD 4. Bathroom windows shall meet the hazardous 2'-4'/211 10'-3" 2'-4'/" co (3J I _' INSIDE FACEWALL MAINTAIN REQUIRED SEPARATION ' _ ------ ATTACH RAILIONGS. HANDIRAILS --, _ _ _ glazing requirements as per R308.4 DISTANCE FROM ALL HEAT15'-0" I I I 3 8"ABOVE NOSING 5. Stairs, landings, railings & guards shall comply PRODUCING EQUIPMENT TO � 11-'--11 I COMBUSTIBLE MATERIAL AS PER T,' with R311 & R312 -- 6. Outside lighting shall comply with RE 3803.3 _ MANUFACTURER'S SPECIFICATIONS < � N AND LATEST MECHANICAL CODE. U) X ' f X i W 7. Stairway illumination shall comply with R303.67 \ � - ----- o EXTERIOR PATIO SLAB and R303.8 6"4000 PSI CAST-IN-PLACE SLAB C.p urnace Cl) I Up 8. Fireblocking shall comply with R302.11 thru R302.11.2 ON GRANULAR COMPACTEDIR W/6X6 w1.41w1.4 WELDED WE MESH L I N S j o o 9. Draftstopping shall conform to R302.12 thru R302.12.1 PITCH SLAB AWAY TO DRAIN I M _ p 10. Flame spread and smoke-developed index for walls _ and ceilings shall com with R302.9 thru R302.9.4 U- I ©o w Z 9 p1/ --- -----I---- m o Q 11. Flame spread and smoke-developed index for 1, 1;,, V ----- - - ---- 2E Lu insulation shall compy with R302.10 thru R302.10.5 N w J 11. Recessed li htin fixtures rated for � ---' "`' > > Q g g u� TYP.DECK LEDGER IMPSON DT TZ2 O W U membrane penetration shall meet ASTM E119 SEE DET. ON DWG 2 I HOLDOWN ALLOWABLE o z C/) and Fire Stopping as per ASTM E814 or UL 1479 ------------------------------------------------------------------------ LOAD: 1825 LBS , pp g p _ DET 4 ON DWG 2 12. Exterior Decks shall comply with R507. SIMPSON DTTZ2 O DECK LATERAL HOLDOWNS TYP.DECK LEDGER Y - ONE WITHIN 24"OF EACH END HOLDOVIVN ALLOWABLE I SEE DET. ON DWG 2 U U N I AND TWO SPACED EQUALLY LOAD:1 I Y O W I ALONG DECK-REFER TO DET 4 OPVN DWGG 2 _ Q DETAILS ON DWG-2 GUARD RAIL NOTE: I w T_ 104 ~ I mo•/ STAIR HANDRAIL NOTE: � --__ 2 - 2x8 P.T. GIRDER p Porches, balconies or raised floor ---I-• O h Provide Handrail on at least one side coX ; ; surfaces located more than 30 inches off _ - _ _ ate _ - _ _� _ �,_ - _ - _ moo +XN. - a above the floor or rade below shall of each continuous run of treads or flight O -� - with FOUR OR MORE RISERS. have a railing not less than 36 inches --- - - - --'- �--- - - - - - - -`---J• `V in height. Railings shall have Top rails and Handrail Height measured above Balusters and Bottom rails that are stair tread nosing, shall not be less than 3 „ 1 „NO MORE THAN 4 INCHES APART. 34 inches and not more than 38 inches. PORCHFoorlDrvG 26-7/ s-1o/ o EXCEPT: the traingular openings formed All Handrails shall be continuous the full SE DWG 2IL 35'-6" W Z by the riser, tread and bottom rail of the length of the stair from a point directlyCZ above the to riser of a flight to a point �""I Guard rail at the open side of a stairway p g p .? M are premitted to be of such a size that directly above the lowest riser of the flight. ,� o 6 inch sphere cannot pass through. Handrails adjacent to a wall shall have a 'n t space of not be less than 1-1/2 inches TYPICAL FOUNDATION TYPICAL ANCHOR BOLT - IRC R403.1.6 ® � x between the wall and the handrail. IN ACCORDANCE WITH IRC CHAPTER 4 Open sides of stairs with a total rise of 8'-0" WALL HEIGHT MAXIMUM SPACING: 1/2" @ 72" O.C. o > M more than 30 inches above the floor or, see IRC code for exceptions. Refer to TABLE R404.1.2(8): kn IRC Code for grip sizes specifications. 8 CAST-IN-PLACE WALL WITH FOUNDATION PLAN EMBEDMENT OF 7 WITH NUT & WASHER. -.�. grade below shall have guards not less g p p 2 BOLTS PER PLATE AND HOLD AT LEAST D ARC O HORIZONTAL REBAR PER IRC TABLE `C y, than 34 inches in height measured +� - �� ONE BOLT - 12 MAX AND 3-1/2 MIN OFF J H�cC� vertically from the nosing of the treads. R404.1.2(1) OR SEE DWG-1 NOTE #6. SCALE. 1 /4 - 1 -O ENDS OF PLATES. ,- ON 16 x 8 CAST-IN-PLACE CONT. WALL FOOTING, 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE „° SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND Mechanical Systems 5 THE MECHANICAL-HVAC SYSTEMSTO VIRGIN SOIL AND BE FULL HEIGHT OR STEP SHALL BE DESIGNED AND INSTALLED °Nor) .` IN ACCORDANCE WITH PART-V Oleo ,10 Cje` FOOTINGS 1V TO 2H . MECHANICAL OF THE IRC 2015 °,� Of. N��� 8 Now, C A B CA B 9 9 9 9 9 9 42'-5" 7'-0" 35'-5" 35'-5'/z" 11'-10" 23'-7" 3'-4+/ 28'-8'/z' 3 '/Z" L�rr�nl -- ------ z TEMP CSL TW3036 TW30410 TW30410 (� � — — — — — — — — — — — — — — — — — — — — — — — J Ut 15'-0" O W = a 6'-0" SIMPSON DTTZ2 U I— N HOLDOWN ALLOWABLE 00 I C12-3 r LOAD: 1825 LBS N z C12-3 N FAN SEE DET 4 ON DWG 2W W r0 — — -- — — — — — I— — — — — — — — — — — — — — — — — — — — — -I ® o TYP z Q v! I O 14'-5" LJL W — — — --- — — — — — — — — — — — — — — — — — — — — — U) .__I O 0 13'-9" 13'-9" I 3'/z" 3'/z" FRAMER TO VERIFY CENTERLINE OFWINDOW OVEN KITCHEN SINK WITH Z N I _ 3'/z' 00 - I (,7 Ry R1 fit DFR -1 13'-0„ W O O D L' I 5'/Z" z Knee Wall I I Bedroom #3 5'-9.5"+/- Bedroom #4 N I I Knee Wall Bedroom #1 I I I I 5'-9.5"+/- '� WALK-IN I Cn o I I I I CLOSET L — — s.E — _ _ 1 CAR GARAGE UP 1 RISER T1 WN �y ° o, m m a 8.o r — — — - -I — — T 17'-1'/z" ` T O6-0 . c O I 2'-8" I� IO N 0155 `o ° 0 mm W �'- E r9tiao0 „ .x21-611 o o o a m o ;aaco - No O.� .O ° y V U 0 I� W KITCHEN � a� 0, >� In 0"1 JE (a 11 — 2'-4" O -4 LA 3 3 '_ g�c f 3 O I a�.,n e c o m� �o'o c y 11 T-8'/z" 2'-4" 41-0-1 2,_8„ I -• zo 1 1 CO q N - � °.`•`_ _ in° a 5-0 N N o b _ ,�A 3 I Ir Q- � I.n � � � cco �aLyom't CD E _ ' M N N , , I I I 8,_6,/„ d L•° U). s� E �� on I I N In O r M - - ` ° nNm °io 0o v, I I FAN - - 1'-6" HALL= �' = o I I equal (V ,a c Q U) c =m o I� O I , , , , M I I O 2,_4„ 2'_8" 0) cn.Em CD-0Nov� E O M DOWN I I DINING - ----- � ° inco � MEa.=_oa - - - - - — - - - - - - - - - - - - - - - - - - - - n ' FAN I1 N - - - - - CO - - - - - - w ,-0" 6'-6'/z' ------ - ��-, a I 5/z -N `-I -------- ' " 2-2x12Ln ' _ o I A31 A31 Ln --------- X -- - - — r O O - 1 mfnlmum,�� --------- _______ , ' ; o 0o c7I U 1 RISER POST TW2846 POST post post o I N Attir�dcceg�, io O iv I _ HDR HDR ______¢ --------• 8'-8" 4'-2" 8'-4" 4,_6„ 4,_1„ I SEE WALL � o I co BRACING PLAN o = Cli -1 I FAN I --- --=_ - 'n -0 7'-23/," 5'/Z' 14'-0' 3'/z 4'-11'/<" - r 71-011 w 04 I 10'-0" 2'-6" -------- _1 -0 15'-0 I1I a II 40 _------ ---- UL UL LISTED --------- - WOOD BURNING 1Bedroom #2 II PRE-FAB FIREPLACE GLASS DOORS& sIO Oo EXTENSION I2LIVING II __--- __-u_-_--p 7'0" OPEN AS PER RSDENTAL __-_- _- -_- 1 O CODE-CHAPTER 10 SIM ON DTTZ2 N O_w plate I VENT TO EXTERIOR z HOLDOWN ALLOWABLE w 20'-s/z" 6'-6'/z' LOA : 1825 LBS I ~Ht -O 5/ EET40NDWG2 z 5/Z5/zI � W 2-2x6 jack l I ft ~O studs bet. windows I I bench z _ � I I 0 3 '-0" w to W- W W I I 1 R > J _ M o cUn I I _' Pre-Fab/ Factory Built Fireplaces L — — — — — — — — — — — — — — — — — — — — — — — J In accordance with NYS code cahpter QnN1FRFn ►��► TW30410 TW30410 TW30410 10, factory-built fireplace inserts shall j SIMPSON DTTZ2 P—a be UL listed and labeled and shall be HOLDOWN ALLOWABLE installed in accordance with the LOAD: 1825 LBS conditions of the listing. Factory-Built TYP DET 4ON DWG 2 _ fireplaces shall be tested in accordance 71-011 71-01 with UL 127. Hearths shall be installed in - 35'-5'/z" accordance with the listing of the Fireplace & in accordance with NYS code HB&G Perma-cast section R1003.9 Hearths & Hearth extension. Craftsman Columnp� -------------------------- All Firepaces shall be equipped with an on framed base & U exterior air supply. Exterior air ducts 4'-0" 4'-6" 9'-7'/" 4'-6" 4'-0" Q Stone Veneer Finish �- 2ND FLOOR PLAN shall be UL listed. Factory Built Chimneys Bucks County Ledgestone 2s'-7Y" 8'-10'/4" w � Z cJC>�e ,/�ii _ 1,_Oii shall be in accordance with NYS code chapter by Boral L — 18 (chimneys & vents). 35'-5/2' � � •> M � NAME AREA R312.2 WINDOW FALL PROTECTION NOTE: 70, Gross Floor Area 1135 s ft. TOP OF THE WINDOW SILL SHALL 9'-1" PLATE HEIGHT Q BE A MINIMUM OF 24" ABOVE THE FINISHED WINDOWS, EXTERIOR FRENCH & SLIDING DRS FLOOR AND GREATER THAN 72" ABOVE THE FINISHED Plans indicates ANDERSEN series 400 Tilit Wash 1 ST FLOOR PLAN FIRE BLOCKING SHALL BE INSTALLED REFER TO DRAWING # 6 FOR GRADE OR OTHER SURFACES BELOW ON THE Model Numbers and shall be In accordance with IRC R609it IN ACCORDANCE WITH IRC R302.11 ... FRAMING AND HEADER SIZES EXTERIOR SIDE OF THE BUILDING. SHALL To be designed & installed as per manufacturers C&CALE: 1/411 I= _0 THRU R302.11.2 AND DRAFTSTOPPING '�p Ap COMPLY AS FOLLOWS: specification for 140 ultimate design wind speed PER R302.12THRU R302.12.1 ,• � Cys and IRC Table 301.2(2), 301.2(3) NAME AREA S Smoke Detector , ,! > R312.2.2 WINDOW OPENING CONTROL DEVICES: Provide HP LOW-E4 glass; U = .30, SHGC = .29 O Carbon Monoxide Detector EGRESS: shall meet R 310 Gross Floor Area 1495 aq ft, co WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH Refer to DWG-1 General Notes a I ' ASTM F 2000. THE OPENING DEVICE AFTER OPERATION WINDOW FALL PROTECTION: shall meet R312.2 In accordance with Section 915 of the REFER TO DRAWING # 6 FOR TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO Window Trim; Azek 4" trim boards 2015 IFC as amended by the NYS ��,s Q. FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE FRAMING AND HEADER SIZES uniform code supplement �isoto y0 TO MEET EGRESS R310.2.1pew 00 SCREENED PORCH-I ------ - 6" sq porch posts -------------- 6 R2x6 Rafters 16'oc 2xafters 16"oc Q) 3-1/2" x 9-1/2" LVL 0 r - - - - - - - -ou - - - - - - - - - - - - - - � I �2xlOCeilinc{ JoistsID I .J o O x I n I (2) 3-1/2" x 11-114" LVL FLUSH w = N - - - - - - - - - - - - - - - - - - - - - - („) �- 2x10 on fy D1 Flat I N ( 1 2-2x8 2T2x8 z W — - - - - - - - — - - - - - - - - - — - - - - - - — - - I 1 = I al I wz o 1 C o o 1 D p () o Bedrm 1 I N LL I o - O 2x6 Rafters 16"oc I 2-2x8 2-2x8 2-2x8 2-2x8 I , 6' J O I� U- w z = O o � I � ► �I II II o X I, -3 -� ,I w000 � o Knee Wall M NO Knee Wall Q I ' Bedroom 414 @ Bedroom 03 I I 5' "+/- I i M 2-2x8 / \ 'I 2x4 CIq Jets ° ° _ — _ (2) 3_112" x _ — _ o V M I I(o" o.c. 7 11-1/4" LVL FLUSH i` -— �, I KNEE WALL ABOVE 1 post post 2 - - - - - T — J TUU _ I � I = � E � � oa�-6 0 r x cfJ d T I o= � F 2oma �y X X I I � ' accZa ° � = - gym �' I O U O Ol ,L„ O N N N 1 CAR GARAGE °, �, u0 o o N N O I � � mooQa ic I I I REFER TO DWG 10 FOR N I a) co 0 3 s 5 - 3 0 3 c a L 'n >n nY: o I — — — — — — — — — — — — — — — — — — — — — — — — — _ ' a c"w m , Fz FRAMING INFORMATION uo o C° a 2�1 1 - 0- 2-2x10 2x10 P.T_HDR _ — _ ® o 3 �/ t (� I L d C 7 '� L O C O e U U i i I\I I GiZ I `L t� I I I C� QOSt r L E U°C O — X X 22' - Uc i i ML) 02 � ll I I �i ------------------------- CD i O ' I IN N m w 2Zi.E I I N N t o ='0 = .c c °� 0 a� 2x10 Rid e En (�/ 111 ^� F- U to M O- F- M E d._ O a L I 1 1 I ►s- I x 9 � cn fu 1= 11 0 , 11 o t- -� I 1 o m a� �� - - - - -- - - - - - - - - - - - - - - - - - - - - - - - U- IX x -- ---- i , 1, NI I N , DINING 2-2Y 6`IP.T.HDR ------- - - - - - - - - - CZ1110 x L — — — — — r(\/��° — — — — — — — 39, too. , — — — — — — — 1 X U 1 Attila-access I _____ __ i X x --------- _ —-_ _ _ _ _ -- `� ���-�..-I I I -----�- post � post (2) 3-112" x 11-1/4" LVL FLUSH poet N ---� -- I0 r -------- En Bedroom 02 I ----- -- o i Ca IM I fY I f- II � I1 ---- --- N ,I M 11011 1 q Ln ct� plate ( cA U U I knee `,' I, LIVING 11 h up M X Hit I 2-2x6 ,jack x c4 � I II �' � z studs bet. windows �'' cv IO I � I� Q II N •l � I� l II N K,1 x �2-2x10 }O >2-2x8 2-2x8 lu 2-2x8 I c� Iu - - - - - - - - - - - - - - - - - - - - - - - 2-2X8 1 2-2x8 2-2X8 2-2x8 „ „-4 /2 x 11-1/4 _ LVL Flush post COVERED � M �, x IDCOVERED- 76 � u N N (V ti x � � PORCI-I N I 4-2x10 M 4-2x10 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w -� HB4Gc Permacast craftsman columns on 2x4 framed wood base -- - W ---- -- �Czl M •� C � rn ROOF FRAMING ASID CEILING FRAMING PLAN2nd FLOOR FRAMING PLAN HR��% , Q SCALE: 1/411 1 I-O II SCALE: ,/411 — �I—O II = �E'v`e yo FN0 z I I I I U I � o � I I IRC BRACED WALL PANEL ,g'_�O%211 = ' Ixj'-�ll 41-Olt z D PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-A 1-B 1-C I W z O TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-PF CS-WSP CS-WSP CS-WSP CS-WSP .� LL BRACE WALL LINE SPACING(FT) 17 10.5 8.58 36 16 16 19.83 N CS-WSP ' CS-WSP W O O Z TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 18" 27" 27" 27" 27" (L , ry /n z N \.J TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 4.25 2.6 2.5 8.2 4 4 3 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c BWL 1-1 I V ' ' BWL 1-1 -W�r 0 O O L 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 - ' - ` - - - - " - " ` - - - - �Ul- - - - - ' - - - - - - - - - - - - - - - - ' - - - - - - � - - - - - - - - - - - - - - - - - - - ( SIMPSON DTTZ2I co 2. ROOF EAVE TO RIDGE HEIGHT 1.37 1.37 1.37 1.37 1.37 1.37 1.37 ' HOEDOWN � E g (L ' ALLOWABLE ' = o = 2 n 3. WALL HEIGHT .95 .95 .95 .95 .95 .95 .95 11 1 11-011 0 N I LOAD: 1825 LBS I CD� o o m 3 -O 4 I 11 , ��� E L ul In-0 `o 0 4. NUMBER OF BWL PER DIRECTION 1.30 1.30 1.30 1 1.30 1.30 1.30 = I 3'_311 2 .3 f U U rn o v c v c y 5. ADDITIONAL HOLDOWNS I c u of c 6. GYPSUM BOARD OMITTED O �_ 11 I CS-WSP S-WS >Itl I c a �,Y >.2 -"I m-` o._ oa m a� 2co mn oc3 0 3 L 7. GYPSUM BOARD FASTENING I (L I o 0 0 RESULT REQUIRED BRACED WALL LENGTH(FT) 7.1 4.4 4.2 10.6 6.7 6.7 8.45 �'ccc.o o• nam.co° E S3 o o - TABLE R602.10.5 page 187 ADJUSTED Length 1.5 x actual(ft) 6 WSP r- E EmBWL 1-2 a `oa� L o n PER PLAN BRACING LENGTH PROVIDED(FT) 10.91 7.75 6 10.83 11.9 7.83 18.9 T I I - c Q'�_� m o g o a w FL- c0 ='oa -C r_ mon COMPLIANCE YES I NO Y Y Y Y Y Y Y _ I � O J 0- a.Linear Interpolation shall be permitted U b.The total adjustment factor is the product of all applicable adjustment factors. I I c.The adjustment factor is permitted to be 1.0 when determining bracing amount for Intermediate braced wall lines N ' provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the Intermediate braced wall line. f \ I ABBREVIATIONS; BWL=BRACED WALL LINE, I U I I MM 1 BW=BRACED WALL, W CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL I CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION I II , BWL 1-3 I I I I 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - I m \� 1L _2x 12 , csaeecca V eseeaae- S-PF GS-PF 1 e a e a e a S S CONTINUOUSLY SHEATHED -__- --- 1 11 I PORTAL FRAME. SEE DET 3 ----- --- \n 2 -3 I ON DWG-2 AND FIGURE R602.10.6.4 LU BRACING NETHOD (L e I I y: La .. CS-WSP CONTINUOUS SHEATHING II ---- ---- O} �} U WOOD STRUCTURAL PANEL Oi � DETAIL #1 ON DWG-2 CS-P F CONTINUOUS SHEATHING I U I I N = PORTAL FRAME II DETAIL#3,DWG-2 I U BWL 1-4 GB GYPSUM BOARD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - � - - - - - - �s/ - I I BRACED WALL NOTES: REFER TO DETAILS ON DWG-2 FOR HOLDOWNS,STRAPPING,BRACED WALL DIAGRAMS AND DWG-1 , N FOR NAILING SCHEDULE. ALL BRACED U WALL PANELS SHALL BE FULL-HEIGHT N SECTIONS OF WALL WITH NO VERTICAL OR HORIZONTAL OFFSETS. SIMPSON DTTZ2 S-WSP CS-WSP CS-WSP SIMPSON DTTZ2 HOLDOWN HOEDOWN ALLOWABLE 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH LOAD: ABL LBS I I ALLOWABLE �1 r 2. MINIMUIMA LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 I LOAD: 1825 LBS I� 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 4 21-r,' 11 �Ot-O3/411 21-r✓'11 [� V Z 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE SHALL BE OFFSET NOT MORE THAN 4 FEET. 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH ' 11 I t 11 �'+ 'b 1 O END OF A BRACED WALL LINE ' 3fJ -�/2 O 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALLh� n/ PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE ® F-+-y ~ I V R602.101.2.2 ' ' O M 03 = o*,���S©A,�� 1 ST FLOOR WALL BRACING PLAN 'S R� JkP4f��y��F SCALE: 1/4" = 1'-0" REFER 'TO DWG 10 FOR GARAGE BRACING 12 S STEPPED METAL 12 FLASHING r FM Mr 11 r ..; Ridge Vent FL 12 1 1 If I I I I 5 �- Z w J O W = U E- -- - W :D W Z LEFT ELEVATION WITHOUT GARAGE ViEW I _j LL I1 D SCALE: 3/16 = 11-O.. w W Z -r O [ZZ Ridge Vent O 12 -� Z �O0 0 Q8 Chimneys shall extend at least 2 feet higher N 12 than an portion of a building within 10 feet, Wood N o y p g Framed Blind Flashing c ia'U 3 D but shall not be less than 3 feet above the Chimney Typical ASPHALT SHINGLES 02 o o a highest point where the chimney passes m e Y F @ y o o L L N N a O V 01 V through the roof (R1001.6) C y C N 0 c 8 m T -- •- c c Z a ° ° c m ° U N D1 O`w �,oc w U .O G C •. 0 7 � GARAGE OUTLINE AND BREEZEWAY ROOF WITH 2 C YCO 3o C -HOUSE BEYOND ° 3 C -LLO aw °X- 1 ,i-2/II- , 6- C idge Vent OF'In aE �pw 'n � 1 N �„ L L O 3 E \ 12 - - cO. osT C c oL ff _ ° O O O OC N C N S C N .�_- -- cel v � vo 11_4II / I i ' ' \ \ \ � _. l.11 (6 y,0.0.'-T' Q N C N C O O L+� C L— E O O n' N C CLE CION'O O P V w N _ _ _ _ _ r it _ __ - - - —• •-CV f- U fOA f0 6' 1'-• f6 E O.C O O_ x 18" Ffxed Glass transoms 1 1 1 1 1 I( I I 1 Isis Craftsman It II I I I I I I I I I Column_ I 1 II I 11 II 11 it II 11 1 11 II 11 10' i m 11 I 11 II II - - II I II II II 8-O 1 ' ' ' FINISHED' GRADE I I I I I I LkFT ELEV/4TION WITH z I 6 II 1 1 I 1 [ 1 - - - - - - -� - - - -I- - - - - - - - - - GARAGESUPERIMPOSED � � - - - - - - - - - - - - - - - I I I 1 1 FRONT ELEVATION I I SCALE: P/1611 = 11-011 I I I I I I I I I ,5GALE; 3/1611 = 11-011 I I I II , _I _ - - - '- - - - - - - - - - - - � - - - 1- - - - - - - - - - - ' I I ' - - - - - I - - - - - - - - - L - - - 4 - - - - - I --- .i C --1 - - - - - - - �- - - - - - - - - - - - - - - - I - - - -�- - - - - - - - - - - C - - - - - t L - -' - - — "•' — J — — — —' — —' — — — —'— —'— — — — — `� — — — — — — ` — � _ , r Q O ILI O Ridge Vent qrR Porch Notes: fli Q Q Round Porch Columns 12 QS Blind Flashing see plan for size, N loll Typical 36" High railing to Code } } Q Space balusters maximum Q Ul U 12 4" apart, Z � cn 3 c::-,— ASPHALT SHINGLES 11 1 b" HALF ROUND S I V 12 L� QE © A t- IIIIII IIIIII If If ill 11 111111111111 ° Cz SCREEN p Lj PORCH ci3 ---- - - xIla Is E- 11 11iffill _. ._ .. .; .; .,. .. J-) �r,�,(.� .- FINISHED GRADE , , , FINISHED GRADE Wood Isteps and landing I I I I I I I 1 I L 70F I I RICA-1T ELEVATIONI tP grade, handrail and I uardrREAR ELEVATION C el l to code I I I I 1 I I I I SCALE- 3/1rD11 = 11-011 I I I 1 SCALE;: 3/1611 = 11-OII I I II I -• - ' - - ' - - - - - - - - - - - - - - - - - - - - - - -(- - - - - - - - - - - - - - - - - - 1 1 I C� - - - - - - - - -- - - - - - - - - - - -1 L - - - - - - - - - - - - 1 L 1 - - - 1 019 4, _1OQ — — — — — — — — — — — — — 3 L L J. 1 .L � TOF N L F ` � �. _ � � - u 3 TYPICAL ROOF CONSTRUCTION INSULATION SCHEDULE Class A Asphalt Roof Shingles w/ TYP.ROOF CONST. fasteners per manufacturer's specification shall comply with Res-Check CONTINUOUS RIDGE VENT and IRC 2015. insulation requirements of 2015 IRC & Ice &Water barrier as per IRC section R905.1.2 the 2016 NYS IECC Supplement RIDGE BOARD (Note: Double underlayment is required FOAM ATTIC VENTILATION STEP for Roof slopes between 2 on 12 and 4 on 12) Location R-value Thickness CHANNELS,TYPICAL @ ALLCIg EAVES&INSULATED FLASHING 2 Flat ted * R-30c 8-1/4" SLOPED ROOF RAFTERS Framing As per plans with 1/2" exterior grade span rated structural plywood Sheathing, Vaulted Clg R-30c -1/4" S Nail to framing in accordance Fastener Floor(unheated space) R-30 10-1/4 IRC R806.3 Schedules & Strapping per detail sheet(s). Floor outside air R-30 10-1/4" RATA AEVENT 11 Exterior 2x6 walls R-21 5-1/2" 2x4 CT @ 16 OC MIN. 1"AIR GAP pp g p BETWEEN EACH RAFTER BETWN INSULATION Simpson H-2 Flashing per IRC R905.2.8 AND SHEATHING air seal walls to pass 3 air changes per hour _ at each rafter. IRC R806.3 _ TYPICAL SOFFIT CONSTRUCTION. Above grade attic walls R-15 3-1/2" 1/2"X 4"CEDAR T&G MIN, 1"AIR GAP - T 20 gage TOP OF PLATE 18" overhangs-typical Doors-less than 50% glazing U = .40 PLANKS BETWEEN INSULATION _ yp g g _ - _ — 6" AZEK rake boards. Door-more than 50% glazing U = .30 SCGH: .30 F< AND SHEATHING --; metal strapping Metal drip edge per IRC R905.2.8.5 ou, _ 12 with 5-8d nails 2x6 open rafter tails with breather Mechanical Specifications: — �Q each end strips see detail this page •�92% AFUE furnace PED JOIST C� -2, 13 SEER AC equipment AILED with 4-1 E d - Mechanical Ventilation z 110 CFM o M N1 AILS IN ACCO N 2x4 straps on flat TYPICAL EXTERIOR WALL z One Energy Star bath fan with an R802.5.1(9) along ceiling jsts 2x6 Doug-Fir Wood Studs @ 16"oc. DRIP EDGE 2x6 Rafters 16" OC B H B TH ed r m #4 Double top Plate and Single Sole Plate. electronic programmable timer 1/2"exterior Grade- Span Rated INSULATION 2 x 6 RAFTER TAIL 2x4 Ceiling Joists 16" cc Continuous Structural plywood Sheathing. Other Specifications: •Windows: U5 0.30, SHGCS 0.30 EXT, Fastened per Fastener schedule. •Z h efficiency 100% hi lighting CFL's or LED's WALL 12 KNEE WALL tyvec House Wrap or equal. g y g htin g ( ) Z a TOP F SU •s 3 air changes per hourBFLOOR hardie Plank lap siding smooth installed as per .z All Energy Star appliances manufacturers instructions and details. 0 SIDING TOP OF PLATE installed per manuf specs and IRC code. — Cont. load path strapping installed in accordance R403.6 Mechanical ventilation shall be provided that 1811 with drawings. Provide Fire Blocking in accordance meets the requirements of section M1507 of the IRC Q Flush with IRC R302.11 & R302.11.1 and R403.7 Heating and cooling equipment shall be W Draftstopping per R302.12 & R302.12.1 LVL sized in accordance with ACCA manual J by a OPEN RAFTER TAIL DETAIL LIVING ; PORCEKH EADITED ON TYPICAL FLOOR CONSTRUCTION certified third party rater. Z W D ) KITCHEN FURRING STRIPS 3/4" Plywood Span Rated Subfloor, Q Z O Roof Pitch May Vary NTS Glued and Nailed in Screened °� accordance with the fastener schedule. J _I LL _ Z Porch Floor joists and Bridging as per Code. W O O Beyond TYPICAL FOUNDATION CONSTRUCTIONin accordance z Z - pter 4 TOP F SUBFLOOR 3000 psis Air Entrain dacpast-cast-in-place concrete SHINGLE RIDGE GAP wall on cast-in-place Concrete Wall Footing per W C� vr300 11' RIDGE VENT TOP OF FOUNDATION R403, refer to Foundation Plan for footing size & O 0 — - - — thickness. Concrete Horizontal and Vertical Z U) �•— SHINGLES ; �l Reinforcement per IRC Chapter 4. & gen note#6. v5 Damproofing per R406. 2- 2x6 approved i �. 2x12 FLOOR °•- FELTS .� JOISTS I� treated Sill Plates, Sill Seal And Termite shield per E.o PAPER ROOF SHEATHING I I TYP.DECK LEDG�R ' ' ' Section R318. Anchor bolts per Foundation Plan o o 6.N •; rovide Brid Ing ;; SEE DET. ON DWG 2 1 I ( - and R403.1.6 0 2''� o a o 12 I at 8'-0" on ce ter ° O +-~ E Lin 'O a o 01 I UNFINISHED o _ L) I I I I oo INSULATION SCHEDULE o a • Maximum. � cz �, OUN � � N 1" Min. I I BASEMENT I I I I Insulation requirements shall comply with o a 2,-- .2 (, w •- " in. °� ';; HERS insulation requirements o.� o o N 5 o 0 RIDGE BOARD w I I 4" concrete slab I I I I in accordance with IECC 2015 2228-8 U, N. 8 Y G7 N y .--1 (° c NY 2N �n° C3 I TOP FOOTING N CL"a 3 L �Y o .. . , ,. I part or a entire attic will b decked over with plywood, o o �, Q1 f th i i I e a yw d o 2 t AFTER I I I I I I the ceiling joists must be deep enough in order to fit the C a �,a� ` O 2 2 w batt insulation so that it is not compressed. If not thenrOl � _ � °'°Y o-E L _ J L _ J L _ J p Lz � m o n 3 SECTION _ C Clg Jsts will have to be built up or upgraded to the next size. r tp o � o 8 o ° c CONT, RIDGE 1. 1� DETAIL "1 "I" f I SEE DWG-1 & 2 FOR INTERIOR WALL FINISH N 0 `° t E � � a IV VENT �/ +— U - N � @ � cUN a•°i A m o SCALE: 1� ,{ = 1 _Oii Provide 1/2" Gypsum Wall Board on ceilings a� � C0 " U it STRAPPING DETAILS yp g r o , F D cc a 0-- �, and walls except basement walls &clgs - unless P U co co 5- F ro E a._ o a NTS AND NAILING SCHEDS. noted. Min 1/2" Moisture Resistant Wall Board on Ceiling and all walls in Bathrooms (humid areas) and 5/8" cement board on walls and ceilings in wet areas. R905.1.2 ICE BARRIERS; Provide 5/8' Fire Rated gypsum wall Board on walls Teco all joists to Hdr. SELF-ADHERED POLYMER MODIFIED and ceiling located as per code, manufacturers CONTINUOUS RIDGE VENT anchor Posts to Hdr with BITUMEN SHEET USED IN PLACE OF requirements and drawings. NORMAL UNDERLAYMIENT AND RIDGE BOAR Simpson post anchors. EXTEND FROM THE LOWEST EDGES OF /'"--"`� CONTINUOUS RIDGE VENT secureosts to footing ALL ROOF SURFACES TO A POINT NOT �/ p g LESS THAN 24 INCHES,INSIDE THE RIDGE BOARD with gale post anchors. EXTERIOR WALL LINE SOF THE BUILDING, AFTER/CEILING JOIST HEEL ON ROOFS WITH SLOPE EQUAL OR GREATER JOINT CONNECTION Refer to Details on DWG-1 THAN 8/12,THE ICE BARRIER SHALL ALSO BE SHALL BE NAILED APPLIED NOT LESS THIAN 36"MEASURED ALONG TOGETHER IN ACCORDANCE 12 THE ROOF SLOPE FROM THE EAVE EDGE OF THE WITH TABLE R802.5.1(9) � 2x4 CT @ 16" OC BUILDING @ (SEE DWG-1 FOR TABLE) FOAM ATTIC VENTILATION 12 2x4 CT 16�� WITH SIMPSON H2A AT EACH Oc CHANNELS.TYPICAL @ ALL RAFTER TO STUD. EAVES&INSULATED SLOPED ROOF RAFTERS / i / �KN EE WALL 3 -J 2X6 EXPOSED RATER TAILS T.O.PL IRC R806.3 2X Ledger Bd. with TYP. MIN. 1"AIR GAP 1/2" Lag Bolt @ 32"Oc // / BETWEEN INSULATION bolted to Framing R802.3.2 LAPPED JOIS�n 802 LAPPED ISfi AND SHEATHING Q SHALL LAPPED JOIST 12 KNEE WALL Teco each Joist to SHALL BE NAILEDrwi !8-16d ® ® ® ® ® E NAILED wit 8-i�d SHALL BE NAILED with 4 ® � LU Simpson H-2 COMMON NAILS IN ACC Simpson H-2 Ledger COMMON NAtCS I�� ACiCORDANCE OM N NAILS IN A CORD,ANCE - WITH TABLE R802,5.1(9) N Q g WITH TABU802.5.1(9) BLE R802.5.1 9) \ at each rafter. at each rafter. z 2x6 Rafters 16" oc gedroorm #2 L iedroom #4 0o plywd face of 2x4 Clg Jsts 16" oc HLL Bedroom #3 < wall °0 �ry �LIJ w 12 a 12 a � 0 w T. .SUBFL _ FOYER z Cl, x12 FLOOR 2x12 FLOOR JOISTsJOISTS Flush LVL Flush JL LIVING Beadec wood BAH soffit WALK-IN Bedroom CLOSET 7 L a � c� T.O.SUBFL _ a o T.O.FND z U A 41 L D,. 2x12 FLOOR x12 FLOOR .b ..: .... ., LVL GIRDER— JOISTS < . _. . . .. JOISTS M O �.. v U 'L3 CA 00 ,.fl Provide Bridging �. Provide Bridging 1, Pq ,,/ '" � I I at 8'-0" on center Q '•• UNFINISHED a:' I I � I I a' Iil at 8'-0" on center ;•; I I o � �, Maximum. a CZ I I oo Maximum. UNFINISHED BASEMENT ; ; I I '• I I I I I' I A B SEMENT I I � ', � I I I I I I v I I 4" concrete slab I I I I 4" concrete slab ;� �q ti T.O.FTG _ ,. I `' � �^ �� 111,11,11111 D o• D • I i J o V •' I I I I 1 l r• CD r-) L _ J L _ J L — J L Q SEE DWG-1&2 FOR SECTION A SEE DWG-1 FOR ADDITIONALSECTION — 5 �t STRAPPING DETAILS STRAPPING DETAILS a �,` `''" P AND NAILING SCHEDS. SCALE: 1/4 = 1 'O AND NAILING SCHEDS. SCALE: 114 = 1 _0 ' ,�' 019Q10 OP NE`s j < J ,J 4 -011 7 -0 CS-WSP CS-WSP IRC BRACED WALL PANEL O (n I I > PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B Cj)U I I U TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-PF CS-WSP CS-WSP BWL 1-1 - - - I �II BRACE WALL LINE SPACING (FT) 16 16 7 7 — - -- TABLE 8602.10.5 page 187 MINIMUM PANEL LENGTH (inches) 24" 18" 24" 2 4" 12 TABLE 8602.10.3 (1) Page 180 REQUIRED BRACING LENGTH (FT) 4 4 2 2 - I I TABLE R602.10.3 (2) Page 181 WIND ADJUSMENT FACTORS flashing and drip cap 1. EXPOSURE CATEGORY 1 1 1 1 - 2. ROOF EAVE TO RIDGE HEIGHT 9 9 9 9 I I 00 C:) 3. WALL HEIGHT .91 .95 .91 .91 c� CD 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 J S. ADDITIONAL HOLDOWNS — - . _ _ 6. GYPSUM BOARD OMITTED 1.4 1.4 1.4 1.4--------------------- - - 7. GYPSUM BOARD FASTENING ' I I concrete pad outside W Z O II _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RESULT REQUIRED BRACED WALL LENGTH (FT) 4.5 9.7 2.3 2.3 � _ _ _ _ _ _ � _ _ _ _ _ _ _ _ , � of door � � < � (n BWL 1-2 ; , i — TABLE 8602.10.5 page 187 ADJUSTED Length 1.5 x actual ( ft) 7.2 `- — — — — — — — — — — — — — — — '_ _ _ — — — — _ _ _ _ _ _ _ , co --I LL' J W z 0 0 ' Q. PER PLAN BRACING LENGTH PROVIDED (FT) 8 7.2 8 8 C:) Y Y Y LEFT ELEVATION 0 �-- z 1 _ _ ; ' COMPLIANCE YES NO Y REAR ELEVATION , , „ o U A31 2.2x12 A31 REQUIRED BRACING LENGTH X ADJUSTMENT FACTORS= REQUIRED BRACING LENGTH(FEET) I I SCALE: 1 /4" - 1 -0 W o O O SG,4LE: 1/4 = 1 -O z ti F- POST HDRABBREVIATIONS; BWL=BRACED WALL LINE, TYP BETWN t CONTINUOUSLY SHEATHED t BW=BRACED WALL, DOOR (PORTAL FRAME.SEE DET 3 CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL ON DWG-2 AND CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION /n FIGURE R602.10.6.4 o E9 2'-41�11 2,-412 a 0 2 2 rn a� rn` a QO ° 15'-011 12 ° Y '_ � E 1° Z,u, y'� o-. 12 4 (0 C Cut T _ U 'p C C � a ° O � C � C mm n •Y�o3 Ulm, ` ° 2 2= 8.01ST FLOOR WALL BRACING PLAN mw- UO Y SCALE: 1/4" = 1'-011 En > ° ° uXcL °c3 o �� .a- C U""' p OLS N.3 08O.LO p O v N 0 C a.U C L 7 BRACING METHOD BRACED WALL NOTES: L L = E CS-WSP CONTINUOUS SHEATHING REFER TO DETAILS ON DWG-2 o c ° WOOD STRUCTURAL PANEL FOR HOLDOWNS, STRAPPING,BRACED 1 O .2 ° E o L c O11 � o �....0 a� oorn °w- m 36" x 18" Fixed Glass `In T s y n c DETAIL #1 ON DWG-2 WALL DIAGRAMS AND DWG-1 - - transoms o ?-E t c °o' ° ":E- E N FOR NAILING SCHEDULE. ALL BRACED CD 0 WALL PANELS SHALL BE FULL-HEIGHT CS-P F CONTINUOUS SHEATHING SECTIONS OF WALL WITH NO VERTICAL F- urn � a- F• mEn�on PORTAL FRAME OR HORIZONTAL OFFSETS. flashing d drip DETAIL#3, DWG-2 g anp cap-,.,/ 15'_0" - ❑ 77 ❑0❑ 00 —IF-17 ❑0❑ ------------------------------------------------; 1 1 ----------------------------------- I ' 1 1 I 1 1 1 o I I I 1 1 1 1 1 UU ,..,., ..w.,_-.......,..... :..vim+.....�.........��.,i ae�...W..,,w .....-mw.,w.«...�u. ,.,. .,...w.«..,_.,.. .,,. .......-.,..u..,,. �..... _..,................c,..+.u...w.........-.a.-..� - .....w.. ....«.t. O O I 1 1 1 I '^ 1 1 I 1 W 1 1 1 I I I �- — _CD 1 _ CD cl) �^ X 1 1 I 1 1 ^1 1 1 I 1 r � Z UNEXCAVATED 00 o W 4" poured concrete slab RIGHT ELEVATION FRONT ELEVATION o 0 0 on compacted N >< N granular fill. Pitch slabw SCALE: 1 /4" = V-0" to garage doors. SCALE: 1 /4" = V-0" Of 0 Of Z 2x10 RIDGE o I I I 1 ' - — - — - — - — - — - — - — - — , 1 1 1 1 Cn w 1 I 1 1 _ — o Q (3) 1-3/4'x9-1/2" LVL wN _ — _ - - - - _ _ POST POST > > Q LVL L 1 1 1 1 RIDGE BOARD Z w U U drop top of concrete ry cn �o ° T ; ; ; as required for Man — _ — _ — - — door, see Ian for size Z @----,`�' --------------- - 1 p TYPICAL ROOF CONSTRUCTION 12 12 �, � o `X CD Class A Asphalt Roof Shingles ( match existing) 4 +/_ M,••� C:) m `� fastened per manufacturer's specification -I //D� N V I ca (DZ ' and IRC 2015. IRC TABLE 8802.5.1(9) , „ o =' ; ; ; Ice & Water barrier as per IRC section 8905.1.2 RAFTER HEEL CONNECTION 2x6's @ 16 OC 00 0 W _ p 5-16D COMMON NAILS `. c X � U O Framing As per plans with 1/2" exterior grade EACH RAFTER EACH SIDE 12 N cv N _- span rated structural plywood Sheathing, N Nail to framing in accordance Fastener 2-2x12 ----------------------------------- Schedules & Strapping per detail sheet(s). - N 1 1 - -- — - TYPICAL SOFFIT CONSTRUCTION. co �i 10"-0" x T-0" garage Door \��s rop top of concrete 12" overhangs-typical T- o required for garage 6" Wood fascia & 6 Wood rake boards. [--� o 11 doors mrim etalndalu nem or use azek or equal o ',,,� ; tCZ 15 -0 15 -0 p edge, r oo l� >~ .� M Ua Fully Vented Vinyl Soffits -d `.' o �. 00 TYPICAL EXTERIOR WALL 1STFLOOR PLAN FOUNDATION P LAN 2 x 4 Doug-Fir Wood Studs @ 16" oc. ii I it �� TYPICAL FOUNDATION Double top Plate and Single Sole Plate. SCALE: 1/4 = 1 -O SCALE: 1 /4" = 1 -0 IN ACCORDANCE WITH IRC CHAPTER 4 1/2" exterior Grade - Span Rated la. TABLE 8404.1.2(8): Continuous Structural plywood Sheathing. 8" CAST-IN-PLACE WALL WITH Fastened per Fastener schedule. t vec House Wrap ore equal. •. ,+ r< �, c, TYPICAL ANCHOR BOLT - IRC R403.1.6 HORIZONTAL REBAR PER IRC TABLE y p q MAXIMUM SPACING: 1/2" @ 72" O.C. R404.1.2(1) OR SEE DWG-1 NOTE #6. Vinyl or Wood Siding as per clients selection EMBEDMENT OF 7" WITH NUT & WASHER. ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, installed per manuf specs and IRC. ; 2 BOLTS PER PLATE AND HOLD AT LEAST 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE uplift Strapping installed in accordance with Bottom of deck ,a �' �' 2015 IRC and drawings pier Footing SECTION THRU SARr4GE ONE BOLT - 12 MAX AND 3-1/2 MIN OFF SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND Provide Fire Blocking in accordance with 36" below �:�`,*• Qisc� Qom. ENDS OF PLATES. TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP n n FOOTINGS 1V TO 2H . IRC R302.11 Grade Minimum SCALE-. 1/4 op NE`Ny i