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HomeMy WebLinkAbout44836-Z O�Og11FF t I. Town of Southold oG �• 6/16/2024 P.O.Box 1179 0 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45279 Date: 6/16/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 6130 Great Peconic Bay Blvd,Laurel SCTM#: 473889 Sec/Block/Lot: 128.-2-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/21/2020 pursuant to which Building Permit No. 44836 dated 6/5/2020 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: single family dwelling with unfinished basement front and rear covered porches rear screened porch and uncovered second floor deck as applied for per ZBA#7261, dated 4/25/2019. The certificate is issued to Froehlich,William&Anne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0357 12/29/2023 ELECTRICAL CERTIFICATE NO. 44836 7/7/2021 PLUMBERS CERTIFICATION DATED 6/9/2021 om s ertorello r A o ize Signature ® . TOWN OF SOUTHOLD Foc,r BUILDING DEPARTMENT TOWN CLERK'S OFFICE y . �� SOUTHOLD, NY �F 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#: 44836 Date: 6/5/2020 Permission is hereby granted to: Froehlich, William & Anne 6130 Peconic Bay Blvd Laurel, NY 11948 To: construct single-family dwelling as applied for per DEC Non-Jurisdiction letter, Trustees, ZBA & SCHD approvals. At premises located at: 6130 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 128.-2-6 Pursuant to application dated 2/21/2020 and approved by the Building Inspector. To expire on 12/5/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,810.00 CO -NEW DWELLING $50.00 Total: $2,860.00 Bui i nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: /J Old or Pre-existing Building: (check on Location of Property: r�o Oe-r—w ite— dar13J/� ,1 House No. , 1 / Street / Hamlet Owner or Owners of Property: L/�jd f���+-� � �y zz- �p. ( -c__(� Suffolk County Tax Map No 1000, Section p�-� Block d 23— Lot d Subdivision +_ Filed Map. Lot: Permit No. 9 N Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary rtificate Final Certificate: (check one) Fee Submitted: $ tplicant Signature Building Department Application \ AUTHORIZATION (Where the Applicant is not the Owner) I, OA/414 64)alU-4residing at © r eccx t,v � /3/� r d (Print property owner's name) (Mailing Address) (/lam 9 do hereby authorize C&C L (Agent) I/WtO6 fj,-Vn4 to apply on my behalf to the Southold Building Department. Owner's nature) (Dat :ae (Print Owner's Name) o��OF SO(/�yol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: William Froelich Address: 6130 Great Peconic Bay Blvd city,Laurel st: NY zip: 11948 Building Permit#: 44836 Section: 128 Block: 2 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: A-OK Electric License No: 44245ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 83 Ceiling Fixtures 13 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 12 Wall Fixtures 7 Smoke Detectors 4 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 89 CO2 Detectors Driver 40WX A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch 300A UC Lights 22' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 1 Switches 63 4'LED Exit Fixtures 11 Pump Other Equipment: Hood, Gas Oven, DW, Fridge, Micro, W/D, Septic Disconnect, Humidifier, ERV, Key Switch Chandelier, Floor Heat Notes: New Two Story w Basement Inspector Signature: C, Date: July 7, 2021 S.Devlin-Cert Electrical Compliance Form THREE B'S PLUMBING & HEATING WEST CORP. 79 Hempstead Gardens Drive West Hempstead, New York 11552 516-605-2771 SOLDER CERTMCA'TION AND ANTI-SCALD CERTMC UON Date: Addres§: 1�0 . �14 (Please pant) Pluriber: fnW W'ok-LI/—) (FA=q0PfiEQ I certify tot the solder used in the water supply and distriibution.system contains'less.than 2110 of 1%lead as negwaed in section b05.15.3 of the Plumbing Code of New York State. ❑ I certify that the,Wder.distn'bution system was installed without the use of any soldered joints. "Showering-fixt'am,iu-conformmce I certify. that I installed an anti-scald and/or- thermal shock preventing device at all bathing and/or with section 424.4 of the Plumbing.Code ofNew York State to mitigate the.potential hazards-due to showervalves that allowed surges of high temperature water-to flow from the showerliead, Please Check One, fdI certify.I•am-thelicensedplumber(License#.• thatinstaIled all r•the above;eferenced building permit of the plumbing ❑ 1 certify:*am the homeowner and I personally installed all the plun*ing for the-above referenced building permit: Appliirable'o____ynI.for oue•&.two family,dwellings.(blot for Commercial use.) I aiM that all•information provided iu this•document is tore andfactual. False-statements made herein are punishable as a Class"A,"misdemeanor ursnant to Section 210.45 of the Penal haw .. .Plumber . State of New Yorke County of S v 4"4 0 k,e on'tlds 0_1 ' -day of;VLAre,20_a--1 ,before'me came to me-known to-tie the-individual deseribod.ut and who executed the forgoing instrument,and•ack n-owledged that he/she executed the seine. TRACY TAUB NOTARY PUBLIC•-STATE OF NEW YORK N o.01 TA6220976 'iVotary Public.State of New York Qualified in Suffolk County My Commission Expires April 26,2022 I OE SOUIyO<o ` TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND' [ ]- INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] 'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 6 Lvwiet, 05i�:M- wfyv � f DATE INSPECTOR pfSOUTyO� , TOWN OF SOUTHOLD BUILDING DEPT. °�ycouxn '' 765-1802 INSPECTION [ ] FO DATION 1ST [ ] ROUGH PL13G. [ - } OUNDATION 2ND [ ]`INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ot �w�ke Q�� T� s6vo I K/ �2,4 r�. DAT ►t '(204- 0'_`7? INSPECTOR' 4 Of SOUIyp� Li PC- TOWN# # OF SOUTHOLD.BUILDING DEPT, °�ycnuxn ''� 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ :] FOUNDATION 2ND j ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE -`IJ 1 0 INSPECTOR r souryO * # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 - INSPECT ION [ ] :.FOUNDATION 1ST ° [ ROUGH PL13G. [ "] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION% [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ATI [ ] PRE C/O REMARKS: -•Q D�� DATE /V o � INSPECTOR 3v ��Of SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. °`y�m,►,n � 765-1802 [ ] FOUNDATION-1ST [ ] 7RUGH PLBG. [ ] FOUNDATION 2ND [ INSULATIO CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]---FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: oe DATE D/ �'"� INSPECTOR 2_;C�4 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION -[ '] FOUNDATION 1 ST [ ] - OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O e �^ REMARKS: M JWAc,QbV�l v , , L) lb vt �Niv S DATE l 'Y ?�o INSPECTOR 1z,0 1�� OF SOUTy� - - ti � * # TOWN OF SOUTHOLD BUILDING DEPT. cou 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] 'SULATION/CAULKING [ ] FRAMING /STRAPPING 41 FINAL N> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: no - y W d i Z - t P-- tm m 'I1 Q. Vm LIU� OaD vvmtA>- 4 to Y DATE INSPECTOR o��OE SOGTy� •��1 � ��� � � �� ���` V � •. # # TOWN.OF SOUTHOLD BUILDING DEPT. 765-1802 r INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ]' INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ° [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: - �' ,S'r eTJ DATE INSPECTOR ` C HARLES M. TH O MAS R.A., PLLC 206 LINC❑LN STREET RIVERHEAD, NY 1 1 901 (63 1 )727-7993 ODTHOMAS63 @A❑L.COM JUNE 24, 2020 Building and Zoning Division Town of Southold Re: Froehlich Residence 6130 Peconic Bay Blvd., Mattituck BP# 44836 Dear Sir/Madam: This letter shall serve to certify that I was retained to inspect the above referenced property and can attest that the poured concrete foundation meets with my approval and conforms to my plans and the 2015 IRC Residential Building Code. The inspections included the steel reinforcement, footing key way, foundation wall pour and foundation waterproofing. Thank you for your attention to this matter. Please contact me with any questions you have. Very trul rs, AR L M. T OMAS, R.A., I ;� JUN 2 9 2020 ® PSK Faced easement Wail and 14 Berkshire Hathaway Company P®st Frameinsuletion FORo ®EHv®E- tilEll *M Ftt3ERG 4ss i'N'SUII.AT oni ... COMPANY 77 Johns Manville is committed to creating more comfortable, healthier and energy efficient indoor environments.We revolutionized the building insulation industry by pioneering the development of Formaldehyde-freeTM fiber glass building insulation •= :a `.>,.;. over a decade ago.We continue to build on our legacy of innovation with a new Forma ldehyde-freer"^fiber glass insulation solution that utilizes an innovative bio-based binder, made mostly from rapidly renewableplant-based materials,that continues to offer excellent thermal and acoustical performance as well as improved handling,easier cutting and less dust than our previous product.At JM,we believe •. p that in every detail, materials matter. DESCRIPTION JM Formaldehyde-freeTM thermal and•acoustical insulation is made of long, resilient = N glass fibers bonded with a thermosetting resin.Thermal resistance R-values are avail- - able to provide thermal control for both vertical and horizontal basement applications. JM Basement Wall insulation is available unfaced or with facing as described herein. USE PERFORMANCE ADVANTAGES JM Basement Wall Insulation is designed to insulate basements without actually • Formaldehyde-free:will not off- framing and finishing the walls. gas formaldehyde in the indoor environment. PACKAGING •Thermal Efficiency:provides JM Basement Wall Insulation is compression-packaged for savings in storage effective resistance to heat transfer and freight costs. with an R-value of R-11 (RSI-1.94)or R-19(RSI-3.35). DESIGN CONSIDERATIONS • Sound Control:reduces transmission • Polypropylene-Scrim-Kraft(PSK)-faced non-perforated—recommended for most of sound through exterior and interior basement walls and post frame construction walls and floor/ceiling assemblies. • PSK-faced perforated—recommended in areas where wet walls from ground water • Fire-resistant and Noncombustible: below grade or curing concrete is a primary concern see Physical Properties. • Unfaced—for crawl space applications,where moisture control and a finished • Moisture Control:the non-perforated appearance are not as important PSK facing resists water vapor transmission. Note: In colder climate areas,vapor retarders(whether attached to the insulation or • Light-reflective:when exposed,the applied separately)are often placed toward the heated or conditioned side of the PSK reflective surface helps maximize wall.This is done to reduce water vapor penetration into the wall from the building lighting efficiency and may reduce interior. Check your local building codes for vapor retarder requirements.Store lighting requirements. insulation indoors. Keep insulation clean and dry at all times.When transporting, . Noncorrosive:does not accelerate cover completely with a waterproof tarpaulin as necessary. corrosion of pipes,wiring or metal studs. LIMITATIONS OF USE • Durable:will not rot, mildew or Check applicable building codes. deteriorate. • Superior Performance:bonded glass fibers are dimensionally stable and will not slump,settle or break down during normal applications. /p ENERGY AND ENVIRONMENT (f� 2 22 `EATIF/O R a BUILDING DEPOLD 'TOWN OF SOUTM NOATNWE.W NAGS m sTONSUN@R[(YAFDDAYIENF -A A[1 W L PFfYD.FO[DN1FNf WILL V0.4Y n&�1111 �'`>iTODeuaNm MUM VANfA 01D NIIDDNG WTSA Visit our website at www.JM.com or call 800-654-3103 Building Insulation Division P.O.Box 5108 1 Denver,CO 80217-5108 77 ,a SK'FadBaemnWi an d 17.f Johns Manville ry A Bprkshire Hathaway Company Post-Frame Insulation,', ". FORMALDE#441()E=FRET T-FIBEC;iGLASS INSULATION APPLICABLE STANDARDS&BUILDING CODE CLASSIFICATION PSK FACED INSULATION ASTM C665,Type I;ASTM E136 IBC,ALL TYPES STANDARD SIZES* R-VALUE.`-". RSI=VAWE" THICKNESS WIDTH p"^1 '. , I.. (hrft?!'F/Btu) lii> 'K%Vvausl.. (in} (mm)', (in) (mm1 I PSK-Faced(non-perforated) R-11 1.94 3h 89 48 1 1218 PSK-Faced(perforated) R-19 3.35 6h 165 48 1 1218 PHYSICAL PROPERTIES" PRODUCTION, , FLAME SPREAD, SMOKE DEVELOPED VAPOR RETARDER{PERMS} PSK Facedt <25 <50 0.1 Visit our website at www.JM.com or call 800-654-3103 Building Insulation Division P.O.Box 5108 Denver,CO 80217-5108 Im ' Johns Manville P:SK FacAed'Basement Wall and iUV7 Post Frame Insulation. iFORMAL ENVOI-OlIkE ''"ABERGLAS&INSULATION BASEMENT WALL INSTALLATION Vertical Applications Appropriate fasteners must be used for poured concrete walls.This method is not recommended for hollow cinder block walls. Walls that leak water must be repaired before installing. 1. Attach the insulation to the top of the walls. Cut lengths of insulation a few inches longer than the height of the walls. Using a powder-actuated fastening tool,attach each length directly to the concrete using two 1'/2"pins 4"to 6"from the top of the insulation,and about that same distance from each edge. Butt adjacent pieces of insulation tightly together. 2. After attaching insulation to all walls,tape the seams. First,always pull the insulation behind plumbing to prevent frozen pipes. Pull it behind ductwork as well,to minimize heat loss.Then use 3"white vinyl patch tape to seal the seams along the full length of the insulation. 3. Cut out the insulation around window openings and large obstructions. Cut the insulation at the inside edges of window openings.Then use the 3"white vinyl patch tape to seal around the openings. Compress the insulation slightly to tape the facing to the inside of the window well.Seal the cut-out openings around any large obstructions,as well. 4. Trim the bottom of the insulation. Using a sharp knife or razor, neatly cut the excess insulation from the bottom, so that the bottom edge is flush with the floor.This completes the installation. Horizontal Applications Full-wall application is recommended especially for hollow block walls to minimize the heat loss from air circulation within the hollow cores. Half-wall application is allowed by some building codes.Walls that leak water must be repaired before insulating. 1A. Attach 2 x 2 furring strips to the mounting surfaces. Nail furring strips to the sill plate at the top of the walls. Using an appro- priate fastening technique for the wall type,attach a second set of furring strips so that their top edges are 48"below the bottom edges of the top strips.With full-wall insulation, install a third set of furring strips so that their top edges are 2"above the floor to prevent the insulation from becoming wet in damp basements. Frame all window openings and large obstructions with additional 2 x 2 furring. 2A. Attach the insulation to the top and center furring strips.With the faced side toward you,staple the tabs on the facing to the furring strips. Staple every 4",with the staples parallel to the edges of the tabs.Always pull the insulation behind plumbing to prevent frozen pipes. Pull it behind ductwork as well,to minimize heat loss. 3A. Cut out the framed openings and attach the insulation to the furring strips around them. First, cut the insulation at the inside edges of the framing,and then cut back the fiber glass only(not the facing) 1'/2"to create a flange for stapling.As before, staple every 4",with the staples parallel to the edges of the tabs. 4A. With full-wall installations, attach insulation to the center and bottom furring strips. Measure the distance between the center and bottom strips. Cut the insulation to that width, adding 11/2"to create a stapling flange. Create the flange by cutting back the fiber glass only(not the facing) 1'/2"from the bottom edge.Staple the flanges to the center and bottom furring strips. Staple every 4",with the staples parallel to the edges of the tabs. 5A. Complete the job by giving the insulation a "finished" appearance.Tape all joints,seams and stapled edges with 3"white vinyl patch tape. -GREENGUARD certification is not intended for residential environments.Instead,the certification is intended only for buildings meeting ASHRAE 62.1-2007 commercial building ventilation rates. This certification is proof that the product meets the GREENGUARD Environmental Institute'indoor air quality standards and product emission standards for VOCs. —Products are tested in accordance:R-value ASTM C518 I Surface Burning Characteristics ASTM E841 Perm Rating ASTM E96.Do not place insulation within 3"of light fixtures or similar electrical devices unless device is labeled for contact with insulation.Use only unfaced insulation between wood framing and masonry chimneys.Do not use insulation in spaces around metal chimneys,fireplaces,or flues.JM Unfaced insulation is considered non-combustible by model building codes.Flame Spread 25 products are flame spread rated and can be left exposed where codes allow.See package for warnings,fire hazard and installation instructions,or call800-654-3103. 'Unlaced fiberglass insulation is considered noncombustible according to ASTM El36.Due to potential skin irritation,unfaced insulation should not be used for exposed applications where it will be subject to human contact. Visit our website at www.JM.com or call 800-654-3103 1 Building Insulation Division P.O.Box 5108 1 Denver,CO 80217-5108 Technical specifications as shown in this literature are intended to be used as general guidelines only.Please refer to the Safety Data Sheet and product label priorto using this product.The physical and chemical properties of thermal and acoustical fiberglass insulation listed herein represent typical,average values obtained in accor- Ju dance with accepted test methods and are subject to normal manufacturing variations.They are supplied as a technical service and are subject to change without notice. Any references to numerical flame spread orsmoke developed ratings are not intended to reflect hazards presented bythese or any other materials under actual fire con- ditions.Checkwith the sales office nearestyou for current information.All Johns Manville products are sold subjectto Johns Manville'sstandard Terms and Johnsmanville Conditions,which includes a Limited Warranty and Limitation of Remedy.For a copy of the Johns Manville standard Terms and Conditions or for information on other Johns Manville insulation and systems,visitwww2.jm.com/terms-conditions or call800-654-3103. BIC-447 9/19 ©2019 Johns Manville.All Rights Reserved. Horne ..Energy Rating Certificate Property HERS 6130 Peconic Bay Btd/ Rating Type: Confirmed Certified Energy Rater: Robert B Delfino William Froehlic Rating Date: 2021 06 01 Rating Number: 5018 6130.13econic Ba�lvd SZ Q�o Registry ID: 600758019 Laurel, NY 11 o _�� -Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Inak: 516 ..111 Efficient Home Comparison: 49% Better Heating' 71.0 $1513 39% GenS6Qyj0,rmatjo9 Cooling 2.1 $136 3% ned Area 5091 sq. ft. House Type Single-family detached Hot Water 13.8 $275 7% Condition Volume 58359 cubic ft. Foundation Conditioned basement Lights/Appliances 35.2 $1979 50% Bedrooms 5 Photovoltaics -0.0 $-0 -0% Service Charges $16 0% Mechanical Systems Features Total 122.2 $3919 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Water Heating: Instant water heater, Natural gas, 0.95 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the-following: Duct Leakage to Outside 50.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust-Only: 120.cfm, 23.0 watts. 2015 IECC Performance Path Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC HERS ERI 2015 1 ECC.ERI Building Shell Features 2018 IECC UA Compliance Ceiling Flat - NA Slab R-0.0 Edge, R-0.0 Under 2018 IECC ERI Sealed Attic NA Exposed Floor R-44.0 ECCC New York State 2020" Vaulted Ceiling R-42.0 Window Type U-Value: 0.310, SHGC: 0.280 Above Grade Walls R-21.0 filtration Rate 2.180 CFM50 (2.24 ACH50) Foundation Walls R-11.0 Metho. Blower door TITLE 2180 CFM X 60=130,800 / 58359 F 3 = 2.24 ACH50. Company Energy Testing Services LLC Lights and Appliance Features Address 1648 Locust Ave Interior-Fluor Lighting (%) 0.0 Range/Oven FueV Na ural gas City, State, Zip Bohemia N.y..11716 Interior LED Lighting(%) .100.0 Clothes Dryer Fuel Natural gas Phone#631:244-2627 Refrigerator.(kWh/yr) 693 Clothes Dryer CEF 2.32 Fax# Dishwasher(kWh/yr) 271 Ceiling-Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.5 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy.Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services ® E l� L II Ali j,2021 Combustion Safety Testing Fo JUN in, 0 2 2022 BUILDING Utr r. TOWN OF SOUTHOLD Certified Home Address: 6130 Peconic Bay Blvd City: Laurel Builder Name: William Froehlich Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Condition Space (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2021-06-01 Outdoors Temp During Test: 75 of CAZDepressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes 0 No Net Change: N/A pa. H Yes,Total CFM Simulated 0 (explain in notes) NOTES: eating System Primary: Yes Z No❑ Type: Furnace ✓a Boiler[]Heat Pumper Other[] t z Venting Types Drat ilia e- Sin Ilare. CO CO Efficiency Fuel Type Circle Type) a/sscal (worst Case atural orst Case atural Rating:95 ✓ =M[]SE N/A ✓❑ _ � N/APpM N/A PPM �: N�PD ODE N ✓ Pa. Pass_Fail❑ Pass Fai10 Yes ❑✓ T ie: Standard TankOIndirect Tankless ❑✓ Size: Style Common Vent Water Heater Primary: No n histmtaneousOCommercial�Note5below (Gallons) a ( ) ) Stand Alone Q✓ s z Venting TMe s Drat Sip llaQe SnillaQe(Natural) CO CO E cien Fuel'Tvpe (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF:95 [NE-1 O❑E.E] N❑MQS ✓❑ /A Pa. Pass 0✓ Fail[] Pass✓�f Fai1.0 N/igPPM N/A PPM Open Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 renting Type. N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Rope B D Ifin Rater Number: 2652967 I Rater Signature: ' Date: 2021-06-01 Air Home Energy Rating Certificate Property G o ; HERS 6130 Peconic Bay Blvd o Rating Type: Confirmed Certified Energy Rater: Robert B Delfino William FroehlichLL; c �LL Rating Date: 2021-06-01 Rating Number: 5018 6130 Peconic Bay L. oz Registry ID: 600758019 Laurel, NY 11948 12 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: TO Efficient Home Comparison: 49% Better, Heating 71.0. $1513 39% General Information cooling 2.1 $136 3% Conditioned Area 5091 sq. ft. House Type Single-family detached Hot Water 13.8 $275 7%. Conditioned Volume 58359 cubic ft. Foundation Conditioned basement Lights/Appliances 35.2 $1979 50% Bedrooms 5 Photovoltaics -0.0 $-0 -0% Service Charges $16 .0% Mechanical Systems Features Total 122.2 $3919 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Water Heating: Instant water heater, Natural gas, 0.95 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 50.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 120 cfm, 23.0 watts. 2015 IECC Performance Path Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC HERS ERI 2015 IECC ERI ,. Building Shell Features 2018 IECC UA Compliance Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under- 2018 IECC ERI Sealed Attic NA Exposed Floor R-44.0 ECCC New York State 2020 Vaulted Ceiling R-42.0 Window Type U-Value:0.310, SHGC: 0.280 Above Grade Walls R-21:0 Infiltration Rate .2180 CFM50 (2.24 ACH50) Foundation Walls R-11.0 Method Blower door. TITLE 2180 CFM X 60=130,800 / 58359 FT3 = 2.24 ACH50 Company Energy Testing Services LLC Lights and Appliance Features Address 1648 Locust Ave Interiorfluor Lighting.(%) 0.0 Range/Oven Fuel Natural gas City,State,Zip.Bohemia N.y. 11716 Interior.LED Lighting'(%) 1 00.0 Clothes Dryer Fuel Natural gas Phone#631-244-2627 Refrigerator.(kWh/yr) 693 Clothes Dryer CEF 2.32 Fax# Dishwasher(kWh/yr) 271 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.5 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2021 Combustion Safety Testing rLn JUN 2 �CI11 TOWN OF SOUTHOLQ Certified Home Address: 6130 Peconic Bay Blvd City: Laurel Builder Name: William Froehlich Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Condition Space (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2021-06-01 Outdoors Temp During Test: 75 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes 0 No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated 0 (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Type: Furnace ✓❑Boiler❑Heat Pumper Other❑ t z Venting-Type 3 Dia t Sip 11 zm S in I= CO CO Efficiency' Fuel Type Circle"T a fiscal orst.Gase ra-Itural orst C ase (Natural) Rating:95 NZP❑O❑E❑ N❑�M[7SE✓ N/A Pa. PassEFail❑ PassLlrail❑ N/APPM N/A PPM Yes ❑✓ Tie: Standard Tank❑.Indirect Tankless Style Common Vent Water Heater Primary: No Inst urtaneous❑Comimcialn� ❑✓ Size:Note 5below) (Gallons) ' Stand Alone ❑✓ s z VentinP Type' Drat Sin llape. SnillaQe(Natural)• CO CO Efficiency Fuel Tvpe ascal Crrcle T e( yp) - (P, ) ral)(Worse Case) (Worse Case) (Natu - EF:95 FNE P❑O❑E❑I N❑M❑S❑✓ /A Pa. Pass[E]Fail❑ PassE[Fail❑ N/APPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes Z No❑ Oven CO PPM Ambient CO(During Oven CO Testing) 0 PPM Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone Inde endently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: ater Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 I ter Heater a is" mme ial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Ro e D fino Rater Number: 2652967 Rater Signature: Date: 2021-06-01 0 1 William Froehlich 6130 Peconic Bay Blvd Laurel HVAC Load Calculations for William Froehlich 186 Sheraton Drive Naugatuck Ct M06770 Prepared By: Robert B Delfino Energy Testing Services LLC 1648 Locust Ave. Bohemia, NY 11716 631.244.2627 Thursday,October 1,2020 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac-Residential a Light Commercial HVAC Loads..:; Elite Software Development;Inc. Energy Testing Services LLC :„ � William Froehlich 6136 Peconic Bay Blvd Laurel Bohemia NY 11716 ` - '!l%._ ._ Pa e 2 o"e Prct Report ., k Ge eral ro ect.tnformation: Project Title: William Froehlich 6130 Peconic Bay Blvd Laurel Project Date: 9.30-20 Client Name: William Froehlich Client Address: 186 Sheraton Drive Client City: Naugatuck Ct M06770 Client Fax: Company Name: Energy Testing Services LLC Company Representative: Robert B Delfino Company Address: 1648 Locust Ave. Company City: Bohemia, NY 11716 Company Phone: 631.244.2627 Company Fax: 631.244.2629 V� `��.�• �>:�� � .•�.•" .�. Reference City: Suffolk County, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb $gym Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 ��� mG.e Total Building Supply CFM: 1,643 CFM Per Square ft.: 0.314 Square ft. of Room Area: 5,234 Square ft. Per Ton: 1,513 Volume(ft3): 47,503 Bulldtn' Loads w:•.:��; - . . Total Heating Required Including Ventilation Air: 57,835 Btuh 57.835 MBH Total Sensible Gain: 36,068 Btuh 87 % Total Latent Gain: 5,432 Btuh 13 % Total Cooling Required Including Ventilation Air: 41,499 Btuh 3.46 Tons(Based On Sensible+ Latent) • . .::...e..: v."a ?i s•.`:H . a<�.'xre.rrc,..:.::..,.: .,a..u, '.4>.e " Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1, 2020, 12:27 PM ,Rhvac.-Resldeh ial.t Light Commercial HVAC..Loads Elite Software Develbpn►erit,Inc: iEnergy Tesfing Senriaes LLC '4�' William Froehlich 6130 Pedodic Bay Blvd Laurel Boherni 'NY 11716 "?ar Pa6 e 3 Miscellaneous Report z.. , 1:1 u r !1,8yti6m-1,�Sym4 m stfl: O #dao Gutddar.. Oufidoor• Indiiar = Indoor Griini !n ut Data ..•.....<:.::.... _ Cj" =6 1b ;"LW { Ret um Rel`Hum" Bulb y Differen Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2System 2:.r2ndfi :: tle: .c Outdoor":==."'sOii#tloor ;,..x 0Utio6r Indoor:•-:=a:; tiic]oor Gras `.Bulb";•.=`>Wet,Buib,.L . Re1:Hum: Rel:Hum D Butb` Difference. Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 14 Duct Sizir inputs . Main Trunk Bupots Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00030 0.01000 Pressure Drop: 0.0700 in.wg./100 ft. 0.0700 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 8 in. 4 in. Maximum Height: 8 in. 8 in. .Outside Arr Data . Winter Summer Infiltration Specified: 0.130 AC/hr 0.070 AC/hr 103 CFM 55 CFM Infiltration Actual: 0.183 AC/hr 0.145 AC/hr Above Grade Volume: X 47,503 Cu.ft. X 47„503 Cu.ft. 8,701 Cu.ft./hr 6,911 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 145 CFM 115 CFM Total Building Ventilation: 0 CFM 0 CFM --System 1— Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.130 AC/hr(66 CFM), Construction:Tight Summer Infiltration Specified: 0.070 AC/hr(36 CFM), Construction:Tight ---System 2--- Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.130 AC/hr(37 CFM), Construction:Tight Summer Infiltration Specified: 0.070 AC/hr(20 CFM), Construction:Tight "Duct Load Factor Sceriarios'for S stem.1 - tx. a Aftic �.Duc .Duct� Surface; .'From Leaka a Insulation -Area`' " IUIDt3 1 Supply Main Basement - 0.12 8 938 No 1 Return Main Basement - 0.24 8 347 No C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1, 2020, 12:27 PM Rltivac Etesiden ai&Light Commercial HVAG Loads =Eii#e So tware Developiment;lnc. Enerq estiriq`Services LLC. Wi111am:FToehli6h.6130 Pscotiic Bay Biv�d La, Bohemia NY-J1716''" �,.~~as • ' ,.. : : .:.µ: ;: :>. ; :;..'•` Page I Load Preview Report Net ft. San Lai Net Sen Hts Cls Ac Duct Scope To [TorAre GainGai Gain Loss 9 9 Size CFM CFM CFM Building 3.46 1,513 5,234 36,068 5,432 41,496 57,835 735; 1,643 1,643 Svstem 1 1.96 1,774 3,473 19,160 4,331 23,490 34,576 433, 873 873 22x Supply Duct Latent 815 815; I Return Duct 0; 1,359 1,359 1,347 Zone 1-Clq.:76%,Htq.:81% 3,463 16,146 1,870 18,016 27,073 352,' •736 736, 20x 1-Basement 2,056 512 0: 512 4,446 58;•; µ ,29 231 1 ,2-1st FI Fover 291 2,021 241; 2,262 6,044 79 92, 92 1- 3-1stfl Front Bedroom 358 2,848 285., " 3,133 5,307 69,; ~,130; 130 2- 4-1stfl Full Bath 67 86; 7� 91 341 4, x ",4 4; 1 6-Kitchen 468, 9,573 1,271 10,844 9,458 123^•.;;':`436; 436. 4- 7-Hallwav/pantry 1stfl 108 27 0: 27 234 3 °~" .'1` 1 1- 8-Powder Room 31 8i 0 8 67 1 0 µ 0: 1 9-LaundrV 84 1,071 66 1,137 1,177 15 49., 49 1 Zone 39-Clq.:24%,Htq.:19% 10• 5,048 287 5,335 6,156 80; 230 239 6x 5-Great Room 10 5,048„ 287; 5,335 6,156. 80. • „230~~ 23Q 3- Svstem 2 1.50 1,173 1,761 16,906 1,101, 18,009 23,259 303' 770 20x Zone 1 1,761 16,908 1,101 18,009 23,259 303'i 770, 770 20x 10-Upper Hallwav/Fover 366, 1,853 121, 1,974 3,104 40;, "".'_,84 84; 17 _ .. . , . 11-Right Front Bedroom 250, 3,693 136 3,829 3,799 49.'•,,.•;168 166 2- 12-2ndfl Hall Bath 60 336. 21 357, 490 6,' ,95 15 17 .. ..... .. . .. 9 ..�. ..» - 13-2ndfl Right,Middle Bedroom 192 2,253 a ~56 2,309 1,,498 20„ -µ 103' 103 1-6 14-Mastewr Bedroom 395 3,695 143 3,838 3,706 48 „ 168 168' 2- 15-Master Bath 165 1,124 95' 1,219 2,142 28•,•. ~•.~511 51; 1 16-Master wic 89 183 25; 208 496 6,,'Z' . 8 8 1 17-2ndfl Left Bedroom Bath 49 438 22, 460: 537 7,, 20 20, 1 18-2ndfl Left Fromt Bedroom 195 3,333 482 3,815 7,487 97 .152 152 2- Sum of room airflows may be greater than system airflow because system has multiple zones. C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1,2020, 12:27 PM Rhvac=Residential&Light Commercial HVAC Loads" Elite.$oftwar'e Development,inc. Energy Testirig'Services LLC �� William Froehlich 6130 Peconic Bay Blvd Laurei Bohe is NY 11716 ' Pa e 5 Duct Size Preview Room or Source IMinimu Maximu Rough Desig 1SPI Duc Duc Htg Clg Act. Duct Duct Name Veloci Veloci Facto U10 Loss Veloci Lengt Svstem 1 Supply Runouts Zone 1 1-Basement Built-In 450 750 0.01, 0.07 267.5 58$ 2 23' 1 2-1st FI Fover Built-In 450 750. 0.01 0.07 469 79 A 92' 1- 3-1stfl Front Bedroom Built-In 450 7501 0.01 0.07 475.8 _ 69 139 130: 2- 4-1stfl Full Bath Built-In 450 75G 0.01 0.07 45.1' 4 4 1 6-Kitchen -Built-in_ 450 750 0.01 0A7 555.4 123 . 43 436 4 7-Hallwav/pantry 1stfl .Built-In ` 450 750 0.011 0.07 14.3 3 e• t1 V 1 8-Powder Room .Built-ln..:.... 450. „y 750. 0.01; 0.07 _. .. 4 1.CQ 0. 1. 9-Laundry Built-In 450, 750` 0.01, 0.07 559 15F_ 49 1 Zone 39 5-Great Room Built-In 45d 750, 0.01, 0.07 562.3 80 m 23 I 230 3- Other Ducts in System 1 Supply Main Trunk Built-In 650, 900, 0.0003 0.07 714.3 433M( 873' 22.E System 2 Supply Runouts Zone 1 10-Upper Hallwav/Fover Built-In 450. 750 0.01, 0.07. 619.2 40 84 1- 11-Right Front Bedroom Built-In 450 750 0.01. 0.07 617 49 •:•'71 aj 168, 2- ._ 12-2ndfl Hall Bath Built-In 450, 750, 0.01' .� 1, 0.07 175.4 6 y 15' 17 RiQht ., Bedroom _.. _. _. .....in 450 _ .- .. -. .8 14-M stewrr Bedroom Bedroom Built-In 450 750, 0.01, 0.0 , 617.4 48 '. �' 166 12-5 15-Master Bath Built-In 456 75Q 0.01 0.07. 586.9 28 51; 1 16-Master wic Built-In 450 750, 0.01 0.07 95.61 6 8 81 1 17-2ndfl Left Bedroom Bath Built-In 450 750, 0.01, 0.07 228.7, 7'-B 20, 1 18-2ndfl Left Fromt Bedroom Built-In 45Q 750 0.01. 0.07 556.9 97 Mal 152, 2- Other Ducts in System 2 Supply Main Trunk Built-In 650 900' 0.0003 0.07 693.4 303 77 770 20x Summary System 1 Heatino Flow: 433 Cooling Flow: 873 System 2 , . -.., _ ._. .. . . _ _ .. . .. . .. .. .... _ Heatino Flow: 303 Coolino Flow: 770 C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1,2020, 12:27 PM R#ivac'•».Reside"nt#a#` "•w#9hE ommerciat•HVAC t oai#s ;'. ';n a .:.. a_, , .. E Ito Soft ware"i7eve#opment #nc. 1=nergy Testi�sg Seru�ces LLC ;, ,"UNill'iam Fide'hlici'S t`30 Peconic Bay" vd:Uabrel' ohemieIVY •1171 . :.". "•, . . . , ;�". .. .';: : " " " " ..c x' ... :"�;'... a.; Pa 6 Total Building Summaty Loads rb ent m.:•; "' ",. Seci°: Let otat :.:.. a 162cri't .•:�',<,"`:<;��:... .'.,,'....,. .. .,...... ',..,.;; • "�:3�... .a.aa<''•,- �.�a„•a:�: �:.w. ".���,.=' Claw .._. .., ,. � Uarl L SS":.. Anderson 400: Glazing-Anderson 400, U-value 0.3, 662.9 11,933 0 13,181 13,181 SHGC 0.31 Anderson 400: Glazing-Anderson 400 , U-value 0.3, 10.5 189 0 332 332 SHGC 0.31 11 D: Door-Wood-Solid Core, U-value 0.39 137.8 3,225 0 1,022 1,022 12F-Obw:Wall-Frame, R-21 insulation in 2 x 6 stud 3858.3 15,048 0 900 900 cavity, no board insulation, brick finish,wood studs, U-value 0.065 R35: Roof/Ceiling-Roof Joists Between Roof Deck and 2124 3,570 0 3,747 3,747 Ceiling or Foam Encapsulated Roof Joists, Custom, Flash and Batt 2' HDF&R21 UFFGBatt, U-value 0.028 19A-30p: Floor-Over enclosed crawl space, No insulation 3538 6,057 0 807 807 on exposed walls,sealed or vented space, passive, R-30 blanket, U-value 0.034 Subtotals for structure: 40,022 0 19,989 19,989 People: 0 0 0 0 Equipment: 900 13,275 14,175 Lighting: 0 0 0 Ductwork: 8,267 2,174 1,792 3,966 Infiltration:Winter CFM: 145, Summer CFM: 115 9,546 2,358 1,011 3,369 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Exhaust:Winter CFM: 100, Summer CFM: 100 Total Building Load Totals: 57,835 5,432 36,068 41,499 . n;,'.'� ....:,;.. ::;.....:...• .. ..: ;, `"�.�.•,•�'t,m, :'.�.'"'s Ya.i.�,@`i:•C•`„a'.,:,i.,v...v" ..v�.x..`ti..�•r h'e ' yi U �H:.:.. .:;....,... ., ..":•:.• .,:•x.P•. .2:.. Y..,: ...:l.a>..'�::�. .:v . .d.n q Total Building Supply CFM: 1,643 CFM Per Square ft.: 0.314 Square ft.of Room Area: 5,234 Square ft. Per Ton: 1,513 Volume(ft'): 47,503 �j ,,,{ ,,,{ a � .i ..\..^;+m:iP�;v^.•...�:i.�'.ii\a .".. .�:.-•.:'..:ip.. .zT::ua" .:`v `'13uildin Load aZ•�'C+ ,::�,:'"aF•.>,s:. •x c:,;,a' :°R::;a ,;>; ..,.. ,., .�::>�a:\: . .. e, .. •`� .:.... e,. ,...'.ire i:':�:`r i1.., "a:'w Total Heating Required Including Ventilation Air: 57,835 Btuh 57.835 MBH Total Sensible Gain: 36,068 Btuh 87 % Total Latent Gain: 5,432 Btuh 13 % Total Cooling Required Including Ventilation Air: 41,499 Btuh 3.46 Tons(Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1,2020, 12:27 PM IZhvac»Resldentlal Llgh!'Corrimerclal:HV+C,Loads`:''_ •- "_ tfte Saftvvare Development;lnc: w>... ....�.. ..,+ ..:: Via.+ . . : . Frier"AY Testing Sentices U N Wi1liam.Ft6etilict►.613Q Aeconic SaY-Blvd',Laurel ,t BOiI rYl(a''. 17 t�`, a:zaaa ffili.��'B•r . ,. ..' `.a+', �a::, a'w +:>:... �.s r;:. Pa a=? Manual S Performance Data - System 1 - System 1 1 stfl , re 1.098 0-106�66miS..•. ..+:x..:..+.....,„...x+,.:^..•; +.••_':.,..\. '"'?:y L��••: ',�':.\ :Ja«•�.: 3^„yti'. Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 19.160 Outdoor Wet Bulb: 71 Latent Gain: 4.331 Indoor Dry Bulb: 75 Total Gain: 23.490 Indoor RH: 50 Load SHR: 0.82 Supply Airflow: 1,134 Entering Dry Bulb: 75 Entering Wet Bulb: 62.5 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 34.576 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.2 Indoor RH: 30 Supply Airflow: 433 +merit Perforr�iance:l3 to . Desi rr:.0 `t iylS:wM s.... :..:,:>? S s+` '+ : ;;•..`.. :.aME ,,,_. . This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model:24ACC630A*030*+FX4DN(B,F)037L, Nominal Capacity:28.800, Manufacturer: CARRIER =EWI3 Air\Floti+t: f)iBw'.; :Total' Pticster mow'_ ;>.. la..:... m:: ,Gapae \. neitile 3 :VIA lY ' ...I�.Y,,:�`:.1.: �.����„.�• .,%:.. .f"�\••-, .�",,gym'.� .,.•.' ..+i ., lV� +\ .0 srr;� i �A> U .. 33.38 2.35 1; 33.3 ...:.....:.::.. t s"• 85 2.16 2.62 1 2.1 •• , , / 75.._. ...._. ,34.8 2.42 1 34. -. 85 33.47 2.68 1, 33.4 75 34.65 2.36 0.694• 24.0 �,� _EM..+.+.:.:.... . .., '85 33.08 2.62 0.708 23.41 35.31 2.42 0.727 25.6_ -. ,85 33.66 2.69 0.743 25.01 Interpolation Results: Percent Load of Load Sensible Capacity: 25.163 19.160 131% Latent Capacity: 8.516 4.331 197% Total Capacity: 33.680 23.490 143% Power Input: 2.61 Heating: Model Type: Natural Gas Boiler, Model: NCB-240E, Nominal Capacity: 112.000, Manufacturer: NAVIEN, INC. Results: Percent Load of Load Heating Capacity: 112.000 34.576 324% C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1,2020, 12:27 PM lthvac».Resideritial.&:Light Commercial HYAC,Loaiis,; :. "z, #eta"j'yw are:Devetapmer�t;;tnc;; Energy Cest<nq Services LLG ;.c William Froeh lGtt 6130•Y?eeoaic BaX Blvd Lathe(' 8aheinia"ANY 't 1718 w' : . ,. M Pa `e 8 ,::• .w Manual S Performance Data - System 2 - System 2 2ndfl ;k,....; t . esl ar�d t-bnii� ,, N.,. •, Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 16.908 Outdoor Wet Bulb: 71 Latent Gain: 1.101 Indoor Dry Bulb: 75 Total Gain: 18.009 Indoor RH: 50 Load SHR: 0.94 Supply Airflow: 600 Entering Dry Bulb: 75 Entering Wet Bulb: 62.5 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 23.259 Indoor Dry Bulb: 70 Entering Dry Bulb: 70.0 Indoor RH: 30 Supply Airflow: 303 I ul ii;4Petfiormance Data jV 6i.besl 6 Cortililio's" p ,. `E'-�"' " : >'i : '. ..'gym �.e....:.. .. .:..... .....:....�.E... V.. •.:. This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model: 24ACC624A*030*+FX4DNF025L, Nominal Capacity:23.400, Manufacturer: CARRIER „. ^• •... !. ,... ; P ,.R*b, ,. a. _..... '.. 7g F:. E:. �v.... . . ;�EWI �Air.Flow ;CI"M.>: aF' 4'.`Capae�ty' :input ensilaie, a MBtuh 17.19 1.. .a....: :..s. 52 n 785 16.54 1.31! 1 .. ....16.5 18.66 .. 1.23 .1 18.6 Al 17.9 1.37 1; 17. ...18.14 1.18 0.673 12. .. {. .. ...:, d:r. .. k ::'E:;? 17.28 1.32 0.685 11.8 63 " h", 18.85 1.23 0.732 13.7 ., :. . m 17.91 1.37. 0.749 13.4 Interpolation Results: Percent LQad- of Load Sensible Capacity: 13.091 16.908 77% Latent Capacity: 4.649 1.101 422% Total Capacity: 17.741 18.009 99% Power Input: 1.32 Heating: Model Type: Natural Gas Boiler, Model: NCB-240E, Nominal Capacity: 112.000, Manufacturer: NAVIEN, INC. Results: Percent LQad- of Load Heating Capacity: 112.000 23.259 482% C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1, 2020, 12:27 PM Rtivac�=Resldentlal&..t:ighit;Gommerclal HVAc:Laads ,`"" ,�•.`��',_x are U t Inc': E iergyET esting"services t C 1Nilliarn Fiq h ich 6130 Peconic BaV BlvdIkIrel M Pa e 9 S stem 1 Zone 1 Summary Loads Peak Load Procedure for Rooms r, , •.:Aria ! t n .. , m "u ,. . R .:E.:>..... - Gain. . � air° Anderson 400: Glazing-Anderson 400, U-value 0.3, 242.4 4,363 0 5,847 5,847 SHGC 0.31 Anderson 400: Glazing-Anderson 400 , U-value 0.3, 10.5 189 0 414 414 SHGC 0.31 11 D: Door-Wood-Solid Core, U-value 0.39 95.2 2,228 0 706 706 12F-Obw:Wall-Frame, R-21 insulation in 2 x 6 stud 999.3 3,897 0 232 232 cavity, no board insulation, brick finish,wood studs, U-value 0.065 R35: Roof/Ceiling-Roof Joists Between Roof Deck and 363 610 0 640 640 Ceiling or Foam Encapsulated Roof Joists, Custom, Flash and Batt 2' HDF&R21 UFFGBatt, U-value 0.028 19A-30p: Floor-Over enclosed crawl space, No insulation 3463 5,929 0 790 790 on exposed walls, sealed or vented space, passive, R-30 blanket. U-value 0.034 Subtotals for structure: 17,216 0 8,629 8,629 People: 0 0 0 0 Equipment: 900 5,735 6,635 Lighting: 0 0 0 Ductwork: 5,638 0 1,366 1,366 Infiltration:Winter CFM:64, Summer CFM:47 4,219 970 416 1,386 System 1,Zone 1 Load Totals: 27,073 1,870 16,146 18,016 Supply CFM: 736 CFM Per Square ft.: 0.212 Square ft. of Room Area: 3,463 Square ft. Per Ton: 2,307 Volume(ft'): 30,518 ; ,.a .t:..,. h:ntt" ..E.St:.t.n'w11.".:xF.A^.,. ;... ,.:"x :c..'�:s"".eRE:.. ' •4\',�,�. Total Heating Required: 27,073 Btuh 27.073 MBH Total Sensible Gain: 16,146 Btuh 90 % Total Latent Gain: 1,870 Btuh 10 % Total Cooling Required: 18,016 Btuh 1.50 Tons(Based On Sensible+ Latent) "• =�-::",;.r.....:............r,<.. ..:.,..:c:.:.:•......:�sec �s�;�"., .... >;.r.x ._.mv' ... .. ,��a•'.. :.. >.">::,,� ,. .,. : :," •`a tea. Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1,2020, 12:27 PM Rhvac-Residentlat&"I:iglit.GommercialxHVAC Loads' a�-�;u " • ' ` . ,Scftwaire iEievelopmen#;�Inc: E640Y:fesftng>Serii`iCes LLG Williaii Fr ehlich 6180 Peconic.Bay Blvi Laurel u:" Bohemia NY 11716 <': : . .:... ...... :.'; fir:. Pa e; System 1 Zone 39 Summaty Loads Peak Load Procedure for Rooms : , '.e`l""''"x ,Y,S.< ``.. .::• .e•c.,4G'.Ql"`.Y'= Sin o "~ my a�"'-0622.162 w Z , ::, ;` sue . .. : v, U 11 :.�` '>O.,I:O 5;:,;•',:::..:: .:.:Gain .; tx ; " "iris Anderson 400: Glazing-Anderson 400, U-value 0.3, 87 1,566 0 3,117 " 3,117 SHGC 0.31 11 D: Door-Wood-Solid Core, U-value 0.39 42.6 997 0 316 316 12F-Obw:Wall-Frame, R-21 insulation in 2 x 6 stud 268.4 1,047 0 63 63 cavity, no board insulation, brick finish,wood studs, U-value 0.065 19A-30p: Floor-Over enclosed crawl space, No insulation 10 17 0 2 2 on exposed walls,sealed or vented space, passive, R-30 blanket. U-value 0.034 Subtotals for structure: 3,627 0 3,498 3,498 People: 0 0 0 0 Equipment: 0 1,000 1,000 Lighting: 0 0 0 Ductwork: 1,282 0 427 427 Infiltration:Winter CFM: 19, Summer CFM: 14 1,247 287 123 410 System 1,Zone 39 Load Totals: 6,156 287 5,048 5,335 Chec Fiduresr::.n;. .;.::.. : i' '..•. . ' .. . .,�x :a..w". . �r`". •`J:F'L\3�"...'.:.',�. . .. .e::'e '� �\"`x' :�r�Feel"k:.....,...,, i.iti� 4. e. . Supply CFM: 230 CFM Per Square ft.: 23.001 Square ft.of Room Area: 10 Square ft. Per Ton: 22 Volume(ft'): 80 ':',:::a•�:,::^ai.M ...•�.:y+.:L•\,i.:i.'^Zon :..,wr \::x^:: '••: 9"E Y: :',•^$" ..p .i",1. §.`.: . �. .:.i i; .�.�, -.Y�:", °:. •": .au•:�: <"„Y;`a`...E.,:� ,.,"LOads: ..•,.•..y :..:..r . ..... .,.�.:' :. �� Total Heating Required: 6,156 Btuh 6.156 MBH Total Sensible Gain: 5,048 Btuh 95 % Total Latent Gain: 287 Btuh 5 % Total Cooling Required: 5,335 Btuh 0.44 Tons(Based On Sensible+ Latent) .b•: ., x.'..�...:x.,...;.."•: C:,, ..&`a;. .3.. tiE "ri ':a�•e. .:'.t&F\::.;.:.. :"3: NO e5 ". Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1,2020, 12:27 PM 12h�{ac-;ttesiieiiitlia l&'Lidhf Co 1�, romerckal° 1�tCLoads '; :_•. „ Itte"Soitware!?evelapmen#;'Enc; Energy lestinp.Services,LLG < ,, : ;<-� " ;c"s.. m;> roekrli ,• 11U Pec'nic.Bay.Blvd.LaureI Willia cti'61 i�oh "ia !1!•1.17,16 = Pa a-1"1 S stem 2 Zone 1 Summary Loads Average Load Procedure for Rooms t . Q t.t a', AYea: �,�..:'1.,,�t�': Sen .<.. T4 4 n°�.:9�.,,t.e'.'< v�.;,�„�,�x;:•X,i:Ye x`,.x<,.:::. ;_, ^',:.... ..t be r t�i n. „ „ � ° ,,•..,:.'L©ss .•:..>.� Gain Gain Anderson 400: Glazing-Anderson 400, U-value 0.3, 333.5 6,004 0 6,169 6,169 SHGC 0.31 12F-Obw:Wall-Frame, R-21 insulation in 2 x 6 stud 2590.6 10,104 0 605 605 cavity, no board insulation, brick finish,wood studs, U-value 0.065 R35: Roof/Ceiling-Roof Joists Between Roof Deck and 1761 2,960 0 3,107 3,107 Ceiling or Foam Encapsulated Roof Joists, Custom, Flash and Batt 2' HDF&R21 UFFGBatt, U-value 0.028 19A-30p: Floor-Over enclosed crawl space, No insulation 65 111 0 15 15 on exposed walls, sealed or vented space, passive, R-30 blanket. U-value 0.034 Subtotals for structure: 19,179 0 9,896 9,896 People: 0 0 0 0 Equipment: 0 6,540 6,540 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM:62, Summer CFM: 54 4,080 1,101 472 1,573 System 2,Zone 1 Load Totals: 23,259 1,101 16,908 18,009 h-d :,:w ... .:..>.....,.. Supply CFM: 770 CFM Per Square ft.: 0.437 Square ft. of Room Area: 1,761 Square ft. Per Ton: 1,173 Volume(W): 16,905 Total Heating Required: 23,259 Btuh 23.259 MBH Total Sensible Gain: 16,908 Btuh 94 % Total Latent Gain: 1,101 Btuh 6 % Total Cooling Required: 18,009 Btuh 1.50 Tons(Based On Sensible+ Latent) ViF�e�co"•"\..r'i<k.t.'.;;...':.i..,..r.:, '., ...."._.,,, a, t": :. :x.,`�s.y.. q•2_ . .. ;:. ,t. ....: •.tt . ...,:,:_::_.' ��;:�: � „"mot t..t Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1,2020, 12:27 PM AhVoi �Resldentlal&.f_ight Qomn:ierci l ENhC l oads r,3 ;, Ellt!kZp ware be lopment;•Inc. Energy�`esting Service s LLC ._ ,'• William 1=rbeich 613Q Peconic Bay.Blvii Laurel ,. " . . ; Detailed Room Loads - Room 1 - Basement LPeak Fenestration Gain Procedure :. fir,,Gen . M Room is in zone 1,which peaks at 11 am Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 2,056.0 sq.ft. Supply Air: 23 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.1 AC/hr Volume: 16,448 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 23 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. . Actual Summer Vent.: 0 CFM Runout Air Velocity: 268 ft./min. Percent of Supply: 0 % Runout Air Velocity: 268 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.083 in.wg./100 ft. Actual Summer Infil.: 0 CFM =.• tJ °Fit en: -• :..�:. fat:,,.:-__ �Seri;:, V t e . : . HTM .;- . oss fain : Floor-19A-30p 2056 X 1 2056 0.034 1.7 3,520 0.2 0 469 Subtotals for Structure: 3,520 0 469 Infil.:Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 926 43 Room Totals: 4,446 0 512 C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1,2020, 12:27 PM Rhvaic:«Residential•&Ught.Connmeraial:HVRC,Loads,. ,,- Energy T'estinq Services LLC a William Froehlich 6130 conic Bay Blvd-L' ure(. Bohemia NY"117 -page 73": Detailed Room Loads - Room 2 - 1st FI Foyer LPeak Fenestration Gain Procedure Room is in zone 1,which peaks at 11 am Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 291.0 sq.ft. Supply Air: 92 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.9 AC/hr Volume: 2,910 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 92 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 469 ft./min. Percent of Supply: 0 % Runout Air Velocity: 469 ft./min. Actual Winter Infil.: 16 CFM Actual Loss: 0.141 in.wg./100 ft. Actual Summer Infil.: 12 CFM U, U= H �;'5en a• Lat " :Sen: Values ' �H 1" �• .' 'L`issI7M>. ;Cain, N-Wall-12F-Obw 18.3 X 10 108.4 0.065 3.9 423 0.2 0 25 E-Wall-12F-Obw 15.2 X 10 139.9 0.065 3.9 546 0.2 0 33 N-Door-11 D 28.7 X 1 28.7 0.390 23.4 672 7.4 0 213 N-Door-11 D 12 X 1 12 0.390 23.4 280 7.4 0 89 N-GIs-Anderson 400 shgc-0.31 7.6 0.300 18.0 136 9.8 0 74 O%S N-GIs-Anderson 400 shgc-0.31 26.4 0.300 18.0 475 9.8 0 258 0%S E-GIs-Anderson 400 shgc-0.31 12.1 0.300 18.0 217 39.4 0 475 0%S UP-Roof-R35 1 X 291 291 0.028 1.7 489 1.8 0 513 Floor-19A-30p 291 X 1 291 0.034 1.7 498 0.2 0 66 Subtotals for Structure: 3,736 0 1,746 Infil.:Win.: 15.9, Sum.: 11.8 335 3.131 1,049 0.310 241 104 Ductwork: 1,259 171 Room Totals: 6,044 241 2,021 C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1, 2020, 12:27 PM Rhvac-.Resideatlal&might Comrnerclat HVAC Loads.* .. .. ' .s i;,a ;,Ellt#Software Deveiopiient,':Iri& Pecoc BajEneTServiceaLLC 6130r Blvd L`awrel Detailed Room Loads - Room 3 - 1 stfl Front Bedroom (Peak Fenestration Gain Procedure a . �..... µ ever+G1h.;<..:4.:q>,p.:.......•:;: ..o....;:>r'. ...,. .:._..ti,t ?:.a,;a:a :x°:' e:., i •s.,.�� .i Room is in zone 1,which peaks at 11 am Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 358.0 sq.ft. Supply Air: 130 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.2 AC/hr Volume: 3,580 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 65 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: .0 CFM Runout Air Velocity: 476 ft./min. Percent of Supply: 0 % Runout Air Velocity: 476 ft./min. Actual Winter Infil.: 19 CFM Actual Loss: 0.187 in.wg./100 ft. Actual Summer Infil.: 14 CFM ,... ;..a.E.........:. ...... ... '.... :.:' .. :.::.: .�y:'.=dew•xil`..S ` �:+� �"�':•,. ���: Q.M .,, Loss. . `_; ` Gaairi`' E-Wall-12F-Obw 6 X 10 60 0.065 3.9 234 0.2 0 14 N-Wall-12F-Obw 8 X 10 52.8 0.065 3.9 206 0.2 0 12 NE-Wall-12F-Obw 2 X 10 6.4 0.065 3.9 25 0.2 0 1 NW-Wall-12F-Obw 2 X 10 6.4 0.065 3.9 25 0.2 0 1 W-Wall-12F-Obw 21.6 X 10 216 0.065 3.9 842 0.2 0 51 NE-GIs-Anderson 400 shgc-0.31 13.6 0.300 18.0 245 19.6 0 267 0%S N-GIs-Anderson 400 shgc-0.31 27.2 0.300 18.0 490 9.8 0 266 0%S NW-GIs-Anderson 400 shgc-0.31 13.6 0.300 18.0 245 8.6 0 117 0%S UP-Roof-R35 1 X 22 22 0.028 1.7 37 1.8 0 39 Floor-19A-30p 358 X 1 358 0.034 1.7 613 0.2 0 82 Subtotals for Structure: 2,962 0 850 Infil.:Win.: 18.8, Sum.: 13.9 396 3.131 1,240 0.308 285 122 Ductwork: 1,105 241 Equipment: 0 1,635 Room Totals: 5,307 285 2,848 C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1,2020, 12:27 PM Rtivaa:�iResiilential�&�ight�Gomriie"r"ct"a�1"HVAC"C:oac�s, ^"" ° ; : ;>r•��:, >�1tte'.Safifufrare Development�tnc.. EP ercjYaTes ii9 Services!LG ;, w::, . ; •, ° �< Williarrr.Froehiiebi6.130.Feconic-BaY Blvd Laurel .Bo emia��NY=117:16 .:: ...>� ��.:�r ... ;. = :.. ,.-•.: •..;.:•... .... Detailed Room Loads - Room 4 - 1 sO Full Bath Peak Fenestration Gain Procedure e. Room is in zone 1,which peaks at 11 am Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 67.0 sq.ft. Supply Air: 4 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.4 AC/hr Volume: 670 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 4 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: . 0 CFM Runout Air Velocity: 45 ft./min. Percent of Supply: 0 % Runout Air Velocity: 45 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.003 in.wg./100 ft. Actual Summer Infil.: 0 CFM ItGl71'':.,r,: ..s ,.,:.• ..: ', Area': • .S$n'::.." CIg' Lat.. v`ena " a °<; Glian# Value =.=1"I IVi Loss .Ga'n Galri W-Wall-12F-Obw 10.4 X 1 4.5 0.065 3.9 17 0.2 0 1 W-GIs-Anderson 400 shgc-0.31 5.9 0.300 18.0 106 10.2 0 60 0%S Floor-19A-30p 67 X 1 67 0.034 1.7 115 0.2 0 15 Subtotals for Structure: 238 0 76 Infil.:Win.: 0.5, Sum.: 0.4 10 3.089 32 0.290 7 3 Ductwork: 71 7 Room Totals: 341 7 86 C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1, 2020, 12:27 PM ` C:\Uoa ments\VVUKomFnoehichO13UPannnk:BayBlvdLound.rhQ Thursdmy, October 1. 2U2O. 12:27PyW Rhvac-.i es[dentiat&Ught;Commerciat HVAC Loads. " ,< ° ,; ° Eiit+a.;3ioftv�ian:Development,inc:: Briet9Y; estinl Seriices LLC.y ",;, „ M' Y ... .vim;,a 1 a �7:WilliAMTioehli&6'130.P.econicSa Btvd'Laurei to he �aNY:'i1716• a., •w a •. Pa e 17s Detailed Room Loads - Room 7 - Hallway/pantry 1 stfl (Peak Fenestration Gain Procedure ...•:......:..: ..;-2:;x".r.•. ...>.....,"s.>",.•:- .:•.>,:.aa::...:. ,."ems.>.>.::•.a,:,:,. •.."A<:.i •�•,-., ..,. .;. _,: Room is in zone 1,which peaks at 11 am Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 108.0 sq.ft. Supply Air: 1 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.1 AC/hr Volume: 1,080 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 1 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 14 ft./min. Percent of Supply: 0 % Runout Air Velocity: 14 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item:.. k .. .� „�.�.,m.,,:..::.:�. .. ....m... .w...,. ; :.;:: ::-:=Ares: >-_� . . U a�Mtg �r.. Sen th:' .::;.Cig .E:af:.=',- Se . .xra+....m`. �'.,h. . .d.`�...;�.�.:.�r. m.::>;:. .,w.,>r .�' k:.. +`^:�'�`:rt.•.6'y.�;e> �':.a•e��.w i• «""x- a• .�. � Y;,>�=;=' \�'.a•- Gain..:. Gain Lass Floor-19A-30p 108 X 1 108 0.034 1.7 185 0.2 0 25 Subtotals for Structure: 185 0 25 Infil.:Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 49 2 Room Totals: 234 0 27 C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1,2020, 12:27 PM Rhvac=ResidentIM&tight Comr»ercial:kitFAG[gaits' w "=':: ., Etite Seitware Develogrrlent;"Inc:. Energy:Testinq.3ervlces.i_LC ,. ;tlµ : i s µ r': 1�tilliam Frrie"130 Peconic BajaBlvtl;Lauret Pa a-38 Detailed Room Loads - Room 8 - Powder Room (Peak Fenestration Gain Procedure ;.......:*;•.<" ;., to:., :.. Room is in zone 1,which peaks at 11 am Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 31.0 sq.ft. Supply Air: 0 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.1 AC/hr Volume: 310 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 0 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 4 ft./min. Percent of Supply: 0 % Runout Air Velocity: 4 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM SA ♦ryry r: a e le �y , a 'Sen fie cr! ton:. fie;Val .... a S LOSS::=�"•: TM;,._•.. ==�G"'i 'Ga! Floor-19A-30p 31 X 1 31 0.034 1.7 53 0.2 0 7y Subtotals for Structure: 53 0 7 Infil.:Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 14 1 Room Totals: 67 0 8 C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday,October 1,2020, 12:27 PM hvac-Residential.&light Commercial WVAC Loads Elite Software Development,Inc. Energy Testing Services LLC William'Froehlich 6130 Peconic Bay Blvd Laurel 1 . . �'1'§oh6rnikNYj1716 ':" ^~' Pa a 19 Detailed Room Loads - Room 9 - Laund Peak Fenestration Gain Procedure Gee Room is in zone 1,which peaks at 11 am Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 84.0 sq.ft. Supply Air: 49 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 840 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 49 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 559 ft./min. Percent of Supply: 0 % Runout Air Velocity: 559 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.352 in.wg./100 ft. Actual Summer Infil.: 3 CFM NMI Area -11 :Ht x ... .......• .. :°.. . :. -:.x" : .•.,`• g;ro" Sei+ µ; ,<.; Sen 'xG :•al. S „ m E.^. `!°:rQY4 K.•Sr•. .n`Y.. .< •l •r.. s:�:..:...f. •. .. .r Desch ton........ .. �.<.;. eY-a! giant► ela ':.: ',::HTM Loss -'' :, `;>HT Gairi Gain,, E-Wall-12F-Obw 9.1 X 10 80.5 0.065 3.9 314 0.2 0 19 E-GIs-Anderson 400 shgc-0.31 10.5 0.300 18.0 189 39.4 0 414 O%S Floor-19A-30p 84 X 1 84 0.034 1.7 144 0.2 0 19 Subtotals for Structure: 647 0 452 Infil.:Win.:4.3, Sum.: 3.2 91 3.132 285 0.308 66 28 Ductwork: 245 91 Equipment: 0 500 Room Totals: 1,177 66 1,071 C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1,2020, 12:27 PM Rhvac-Residential&Light Commercial HVAc,Loads`. ., Elite Software.Development,lnc. EnergV Testing Services LLG. VVilliam Froehlich 6130 Peconic Bay Blvd Laurel Bbherhia.NY 11716 Pa a 20 Detailed Room Loads - Room 5 - Great Room Peak Fenestration Gain Procedure Ge I e Room is in zone 39,which peaks at 4 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 39 Area: 10.0 sq.ft. Supply Air: 230 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 172.5 AC/hr Volume: 80 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 77 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 562 ft./min. Percent of Supply: 0 % Runout Air Velocity: 562 ft./min. Actual Winter Infil.: 19 CFM Actual Loss: 0.260 in.wg./100 ft. Actual Summer Infil.: 14 CFM 28criptioit mmow.: a Ares enC1 lot d 1P, . ; : . ; : .: 9 ,. „ .:e .:<.'•P". e....•..��,� b"';�,..w. .: `•'ro. „Wv, .� ..,,.".. 5�k ,�s(m�ry+ 4„..a. :r ?'',•t •• —.Value. HTM .Loss „„ : �He>M:".ro,• . •::: • < . :. a m .>.._„. uanfst Gain' Gain S-Wall-12F-Obw 23.4 X 10 139.4 0.065 3.9 544 0.2 0 33 W-Wall-12F-Obw 16.4 X 10 129 0.065 3.9 503 0.2 0 30 S-Door-11 D 42.6 X 1 42.6 0.390 23.4 997 7.4 0 316 W-GIs-Anderson 400 shgc-0.31 35 0.300 18.0 630 46.2 0 1,616 O%S S-GIs-Anderson 400 shgc-0.31 52 0.300 18.0 936 28.9 0 1,501 0%S Floor-19A-30p 1 X 10 10 0.034 1.7 17 0.2 0 2 Subtotals for Structure: 3,627 0 3,498 Infil.:Win.: 18.9, Sum.: 14.0 398 3.133 1,247 0.309 287 123 Ductwork: 1,282 427 Equipment: 0 1,000 Room Totals: 6,156 287 5,048 C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1, 2020, 12:27 PM Rl9va6=Residential&Light,Commercial HVAC Loads. '`,, •: : EliteESoftware'Uevelopmerwt;Inc:. Energy Testinq Services LLC; ,9YUHAth Froehlich:6130 Peconic Bay.Blvd Laurel, Bolie "ia'NY:.11716 ry owl Pa'e21 Detailed Room Loads - Room 10 - LJpper Hallway/Fo er (Average Load Procedure Generat: . ; .77 Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 366.0 sq.ft. Supply Air: 84 CFM Ceiling Height: 9.6 ft. Supply Air Changes: 1.4 AC/hr Volume: 3,514 cu.ft. Req.Vent. Cig: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 84 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 619 ft./min. Percent,of Supply: . 0 % Runout Air Velocity: 619 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.315 in.wg./100 ft. Actual Summer Infil.: 6 CFM a.. Item � ��,-aM .� . .a > . . �. _ Are a�. �•�G- a a; l3escri t�on ,a ...... :... .. ...>. :.•:: ,::.,.. :>_` . Gatn., Gairi N-Wall-12F-Obw 18 X 9.6 144.4 0.065 3.9 563 0.2 0 34 E-Wall-12F-Obw 15.6 X 9.6 122.8 0.065 3.9 479 0.2 0 29 N-GIs-Anderson 400 shgc-0.31 28.4 0.300 18.0 511 8.4 0 238 100%S E-GIs-Anderson 400 shgc-0.31 27 0.300 18.0 486 31.6 0 854 0%S UP-Roof-R35 1 X 366 366 0.028 1.7 615 1.8 0 646 Subtotals for Structure: 2,654 0 1,801 Infil.:Win.: 6.8. Sum.:5.9 323 1.395 450 0.161 121 52 Room Totals: 3,104 121 1,853 C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1,2020, 12:27 PM i2l�vac Re'siaiie itiat:&t_ighE Coi»i iercial HItAG toads:.,..; ;:.:::« '• `= ;_„;: _ • w "Elite Softvirar t eveioAment;tne. '#ii gy TeOpq Services LLC' " '•"" lliJiliisin Fmehlich`,8930 F'ecor is Ba1+'B1ui3,Laurel Bohemia NY�4'1748•'.,.,. .�<���°.":". . ':,'� ,; : ::° ,: ��;:�:�..,. ne2 Pa 2- Detailed Room Loads - Room 11 - Ri ht Front Bedroom (Average Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 250.0 sq.ft. Supply Air: 168 CFM Ceiling Height: 9.6 ft. Supply Air Changes: 4.2 AC/hr Volume: 2,400 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 84 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 617 ft./min. Percent of Supply: 0 % Runout Air Velocity: 617 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.312 in.wg./100 ft. Actual Summer Infil.: 7 CFM .,. I. rea S, Gl Late Sin u_ b Scn tl• �. " Q nt'. ...: , .Vali�e�;� "�'.;�; '' E-Wall-12F-Obw 6 X 9.6 57.6 0.065 3.9 225 0.2 0 13 N-Wall-12F-Obw 14 X 9.6 57.4 0.065 3.9 224 0.2 0 13 W-Wall-12F-Obw 17.6 X 9.6 142 0.065 3.9 554 0.2 0 33 N-GIs-Anderson 400 shgc-0.31 77 0.300 18.0 1,386 8.4 0 646 100.%S W-GIs-Anderson 400 shgc-0.31 27 0.300 18.0 486 31.6 0 854 0%S UP-Roof-R35 1 X 250 250 0.028 1.7 420 1.8 0 441 Subtotals for Structure: 3,295 0 2,000 Infil.:Win.: 7.7, Sum.: 6.6 361 1.396 504 0.161 136 58 Equipment: 0 1,635 Room Totals: 3,799 136 3,693 C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1,2020, 12:27 PM Rttvaa-Residentlal&,LJght,Commeroat HVAC Laads: :m;: , , -Elite Softarare Developmenf,lna. Energu Testing Services-L'LC rr . ^: liani *roewhlict 61�3R�econicBay Blvd,Laeu2 rae3l' bohemia NY` 11716, Pa Detailed Room Loads - Room 12 - 2ndfl Hall Bath Average Load Procedure a. a Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 60.0 sq.ft. Supply Air: 15 CFM Ceiling Height: 9.6 ft. Supply Air Changes: 1.6 AC/hr Volume: 576 cu.ft. Req.Vent. CIg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 15 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 175 ft./min. Percent of Supply: 0 % Runout Air Velocity: 175 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.036 in.wg./100 ft. Actual Summer Infil.: 1 CFM +•G .,.a_.L ss �°� =Gain:: Gain„. W-Wall-12F-Obw 5.8 X 9.6 49 0.065 3.9 191 0.2 0 11 W-GIs-Anderson 400 shgc-0.31 6.7 0.300 18.0 120 31.6 0 210 0%S UP-Roof-R35 1 X 60 60 0.028 1.7 101 1.8 0 106 Subtotals for Structure: 412 0 327 Infil.:Win.: 1.2, Sum.: 1.0 56 1.401 78 0.162 21 9 Room Totals: 490 21 336 C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1,2020, 12:27 PM Rhvac=°Riientiat l:igi�f'GoinnieYcil,kl >• Ladsw :,.' ° :. >s " Eti#eSoftwaire Development,lnc«. Energy tstiri9Serv%ces LLC••::•'. 1tUilliai) iaetslicl 6130 Peonic BaY.Blvd Laurel' ;.. Bohemia"'NY�11716'' Pa e•24t Detailed Room Loads - Room 13 - 2ndfl Right Middle Bedroom (Average Load Procedure Fw 'l Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 192.0 sq.ft. Supply Air: 103 CFM Ceiling Height: 9.6 ft. Supply Air Changes: 3.3 AC/hr Volume: 1,843 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 103 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 523 ft./min. Percent of Supply: 0 % Runout Air Velocity: 523 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.175 in.wg./100 ft. Actual Summer Infil.: 3 CFM I .� .: ' ..ate :•P . .. w.y, e,W'.'�x:.b tern w :.: .•< Are'2i;:•l'�' =t:1= Sets :.�&Clg• fat Sen" ..... ".:....."..�i:s fix,., ...w.xa.: .,::, t�e3Crl tt� ��....�. . . .- ...:. .. uanttt :,�.:.� -Vatu ... . ::`: .:� ptci s s.�•.`"TM0,Gain= . Giin. N-Wall-12F-Obw 15 X 10 123 0.065 3.9 480 0.2 0 29 N-GIs-Anderson 400 shgc-0.31 27 0.300 18.0 486 8.4 0 226 100%S UP-Roof-R35 1 X 192 192 0.028 1.7 323 1.8 0 339 Subtotals for Structure: 1,289 0 594 Infil.:Win.: 3.2, Sum.:2.8 150 1.393 209 0.160 56 24 Equipment: 0 1,635 Room Totals: 1,498 56 2,253 C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1, 2020, 12:27 PM 1Rlivac Resiitential&t_Fght C r�i neKclal'1iVAC'Loads IDte Saftware Developmen#,Iric::... :•a: Ener4Y Testing Sennces L •T7. • •i M ',u.„ Witham Froeiitick�,6 f30 Pecoriic BaY.Btvd;Laurel 6ohefnia,NYS .T 7��`.. <.:, Detailed Room Loads - Room 14 - Mastewr Bedroom (Average Load Procedure .....:.... :. a 'n:a:vv::<.:..:,. ..:..:.....::... Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 395.0 sq.ft. Supply Air: 168 CFM Ceiling Height: 9.6 ft. Supply Air Changes: 2.7 AC/hr Volume: 3,792 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 84 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 617 ft./min. . Percent of Supply: 0 % Runout Air Velocity: 617 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.313 in.wg./100 ft. Actual Summer Infil.: 7 CFM a ....FR.•t"...".•{.x.: i �.aF:ea .:Cl 5.:. at .S�rl ({7i3�s.s: .w..:;::a :: tt ;is II@.;.,fl.. :x•, Loss..< TM y •w,n, x .:r., n.r• .. W-Wall-12F-Obw 20.7 X 9.6 185.2 0.065 3.9 722 0.2 0 43 S-Wall-12F-Obw 18.8 X 9.6 128.5 0.065 3.9 501 0.2 0 30 W-GIs-Anderson 400 shgc-0.31 13.5 0.300 18.0 243 31.6 0 427 0%S S-GIs-Anderson 400 shgc-0.31 52 0.300 18.0 936 15.1 0 787 0%S UP-Roof-R35 1 X 395 395 0.028 1.7 664 1.8 0 697 Floor-19A-30p 65 X 1 65 0.034 1.7 111 0.2 0 15 Subtotals for Structure: 3,177 0 1,999 Infil.:Win.: 8.0, Sum.: 7.0 379 1.395 529 0.161 143 61 Equipment: 0 1,635 Room Totals: 3,706 143 3,695 C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1,2020, 12:27 PM 12hvac-6!dentlall&Lk,1ht Comrinerapal HVAC Loads :"•w '':•.:.: _ ;; '' • <= Elite Saftiivalre Cl®vefo men Inc.'. Ener�jy FesfitcigFServ�ces LLC. '.µ . =.=. William Froelitictt 613fl Psconid Bay Blvd Laurel �, _... .. a ", 2i3� Bohemia==}V. '11716. L i e" Detailed Room Loads - Room 15 - Master Bath Avera a Load Procedure -Gen rat ,•" .�<, . . . .. :,,::..�,.m�,.;:,� �:" '� .,�. �. ......... ... Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 165.0 sq.ft. Supply Air: 51 CFM Ceiling Height: 9.6 ft. Supply Air Changes: 1.9 AC/hr Volume: 1,584 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 51 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 587 ft./min. Percent of Supply: 0 % Runout Air Velocity: 587 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.387 in.wg./100 ft. Actual Summer Infil.: 5 CFM a' Sen � La Seia" beBC: 1 xaa: . ":.... . :...` ":G1 "uarltt a H ; :,.,,Vatue . . ..; ... Losses :: Gain: Gain S-Wall-12F-Obw 13.4 X 9.6 101.6 0.065 3.9 396 0.2 0 24 E-Wall-12F-Obw 12.9 X 9.6 113.3 0.065 3.9 442 0.2 0 27 S-GIs-Anderson 400 shgc-0.31 27 0.300 18.0 486 15.1 0 409 0%S E-GIs-Anderson 400 shgc-0.31 10.5 0.300 18.0 189 31.6 0 332 0%S U P-Roof-R35 1 X 165 165 0.028 1.7 277 1.8 0 291 Subtotals for Structure: 1,790 0 1,083 Infil.:Win.:5.4, Sum.:4.6 252 1.394 352 0.162 95 41 Room Totals: 2,142 95 1,124 C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1, 2020, 12:27 PM tlxa . ' &Light G; m:l�eµ.•.:• s FroFl }t1o3iE3v.Paerce Lnieev B a Y• Bmnf r k. lvd LEriergs LLG [Boher,r*'yL;*aT—'In;0tIY. a,luriice:l`'.3.,., " Pa a=27` Detailed Room Loads - Room 16 - Master wic (Average Load Procedure a `.:...•1e�..,42V'..,.a:': .:,,....ahe•,•Zm7r.,,.e Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 89.0 sq.ft. Supply Air: 8 CFM Ceiling Height: 9.6 ft. Supply Air Changes: 0.6 AC/hr Volume: 854 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 8 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 96 ft./min. Percent of Supply: 0 % Runout Air Velocity: 96 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.011 in.wg./100 ft. Actual Summer Infil.: 1 CFM H Descn rn ..,. . uaiat' !u H : Lr�s ' Gaict;' ai E-Wall-12F-Obw 6.8 X 9.6 65.3 0.065 3.9 255 0.2 0 15 UP-Roof-R35 1 X 89 89 0.028 1.7 150 1.8 0 157 Subtotals for Structure: 405 0 172 Infil.:Win.: 1.4, Sum.: 1.2 65 1.394 91 0.169 25 11 Room Totals: 496 25 183 C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1, 2020, 12:27 PM Rhvac.Residential&Light Gomm"erclai HVAC Loads EUte Software Development,inc. Energy Testing Senlices LLC ® William Froehlich 6136 Peconic Bay Blvd Lauren Bohe 'a NY 11716 Pa a 28 Detailed Room Loads - Room 97 - 2ndfl Left Bedroom Bath (Average Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 49.0 sq.ft. Supply Air: 20 CFM Ceiling Height: 9.6 ft. Supply Air Changes: 2.5 AC/hr Volume: 470 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 20 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 229 ft./min. Percent of Supply: 0 % Runout Air Velocity: 229 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.061 in.wg./100 ft. Actual Summer Infil.: 1 CFM Se Descc+ tia HTM .G.•. Quanti ; °`Value :: `� Loss."W Gaint•�c E-Wall-12F-Obw 5.8 X 10 47.5 0.065 3.9 185 0.2 0 11 E-GIs-Anderson 400 shgc-0.31 10.5 0.300 18.0 189 31.6 0 332 0%S UP-Roof-R35 1 X 49 49 0.028 1.7 82 1.8 0 86 Subtotals for Structure: 456 0 429 Infil.:Win.: 1.2. Sum.: 1.1 58 1.397 81 0.155 22 9 Room Totals: 537 22 438 C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1,2020, 12:27 PM Rhvac=Residential&Light CommercialHVAC Loads .Ellte Software•Development,Inc. EnergV'Testing Services LLC William Froehlich 6130 Peconic Bay Blvd Laurel Bohemia,NY 11716 "� °' Pa a 29 Detailed Room Loads - Room 18 - 2ndfl Left Fromt Bedroom (Average Load Procedure Gee I,:...,:•....:::..:..xk..:. :�'.w":, ..'.. .......:..:...:. ., .�:: v..,ra ,,;;_ �r' "� e' Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 195.0 sq.ft. Supply Air: 152 CFM Ceiling Height: 9.6 ft. Supply Air Changes: 4.9 AC/hr Volume: 1,872 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 76 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 557 ft./min. Percent of Supply: 0 % Runout Air Velocity: 557 ft./min. Actual Winter Infil.: 27 CFM Actual Loss: 0.255 in.wg./100 ft. Actual Summer Infil.: 24 CFM r _i , .>u ,. ": ... .�_. "....'... •:. ,.: :�� r .::�: ,A.4ea.: •" �-iJ:.<< �•.Sen�� Lat.�� !a: M ' Gain:ri ::'., Gn. E-Wall-12F-Obw 128 X 10 1253 0.065 3.9 4,887 0.2 0 293 E-GIs-Anderson 400 shgc-0.31 27 0.300 18.0 486 31.6 0 854 0%S UP-Roof-R35 1 X 195 195 0.028 1.7 328 1.8 0 344 Subtotals for Structure: 5,701 0 1,491 Infil.:Win.:27.1, Sum.:23.5 1,280 1.395 1,786 0.162 482 207 Equipment: 0 1,635 Room Totals: 7,487 482 3,333 C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1, 2020, 12:27 PM Rhvac,=Residential•8 Light Commercial HVAC Loads Elite SoftwarepDevelopment,Inc., Energy Testing Services LLC William-Froehlich 6130 P6conic Bay Blvd Laufel Bohemia NY 11716' --- Page 30 S stem 1 Room Load Summajy ' Ht Ii11in:.' aRur"' ' 'Rim.. CI CI" "Act .; .:>.. Room:: a:,,- Sens: `H' " < :" 'Duch= '.~;.:Duct` ' ':<"S ,. . . '. ens- Lat -Clg Sys ?.'at:, .,' a•:, t.,a :" ... tNu..x.. „•:"••• :� h� .�.��.Mp\< .. a r M: n,,.,e i.�`�:...aw..:,."V...1.:... T. '"C.v.... .aS,l "�• .°s:� .. ..e.a. .. a < o•:..:<ame rou::m ." SF "....."; B C. ° .." : ze' :>'. >�IeE :::a:."..<8tut....; _.::"gig `• M,•,.,;";< ; CF -IUi= ---Zone 1--- 1 Basement 2,056 4,446 58 1-4 268 512 0 23 23 2 1st FI Foyer 291 6,044 79 1-6 469 2,021 241 92 92 3 1stfl Front 358 5,307 69 2-5 476 2,848 285 130 130 Bedroom 4 1stfl Full Bath 67 341 4 1-4 45 86 7 4 4 6 Kitchen 468 9,458 123 4-6 555 9,573 1,271 436 436 7 Hallway/pantry 108 234 3 1-4 14 27 0 1 1 1 stfl 8 Powder Room 31 67 1 1-4 4 8 0 0 0 9 Laundry 84 1,177 15 1-4 559 1071 66 49 49 Zone 1 subtotal 3,463 27,073 352 16,146 1,870 736 736 ---Zone 39--- 5 Great Room 10 6,156 80 3-5 562 5,048 287 230 230 Zone 39 subtotal 10 6,156 80 5,048 287 230 230 Duct Latent 815 Return Duct 1,347 0 1,359 System 1 total 3,473 34,576 433 19,160 4,331 873 873 System 1 Main Trunk Size: 22x8 in. Velocity: 714 ft./min Loss per 100 ft.: 0.068 in.wg Note: Since the system is multizone,the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+ Excursion"method. Cooliri„`,S stem Surrirria x: <:iry.:..-! S••N, :..: N :. c•'., k." F ...'.•i.i��.:..Coolin •< "':s•:::.SensiblelLatent.:<!:�; ° Sensitfle:> . Latettat Ibis A m.�,. .... : a.~. ,... Sljlit,:.°�. Btu Net Required: 1.96 82%/18% 19,160 4,331 23,490 Actual: 2.40 75%/25% 21,600 7,200 28,800 Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: NCB-240E 24ACC630A*030* Indoor Model: FX4DN(B,F)037L Brand: NAVIEN PERFORMANCE 16 AC Description: Natural Gas or Propane Boiler Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 112,000 Btuh 28,800 Btuh Sensible Capacity: n/a 21,600 Btuh Latent Capacity: n/a 7,200 Btuh AHRI Reference No.: n/a 9178722 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F,SOWB: 71 F,WODB: 10F, SIDB:75F, SIRH: 50%,WIDB:70F, Sen. gain: 19,159 Btuh, Lat. gain:4,331 Btuh, Sen. loss: 34,576 Btuh, Entering cig. coil DB:75F, Entering cig. coil WB: 62.5F, Entering htg. coil DB: 67.2F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. cig. airflow: 873 CFM, Req. htg. airflow:433 CFM C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 . Thursday, October 1, 2020, 12:27 PM Ohvac-Residentia[&Light Gommerclai,HVAC Loads Elite Softvirare_Development,Inc., Energy Testing Services LLG'„ + William Froehlich 6130 Peconic Bay Blvd Laurel B erhia NY 11716_ ea a 31 System 2 Room Load Summary W ° ;:: Htg Mrn Rua Run"„ CI Cl ;p.. ":" Min=" ,k �. ,;' " ' Area . ... ,.Sens: .. HDict:.w. e . .: .. ,:.,>.. . p< f ---Zone 1--- 10 Upper Hallway 366 3,104 40 1-5 619 1,853 121 84 84 /Foyer 11 Right Front 250 3,799 49 2-5 617 3,693 136 168 168 Bedroom 12 2ndfl Hall Bath 60 490 6 1-4 175 336 21 15 15 13 2ndfl Right Middle 192 1,498 20 1-6 523 2,253 56 103 103 Bedroom 14 Mastewr Bedroom 395 3,706 48 2-5 617 3,695 143 168 168 15 Master Bath 165 2,142 28 1-4 587 1,124 95 51 51 16 Master wic 89 -496 6 1-4 96 183 25 8 8 17 2ndfl Left 49 537 7 1-4 229 438 22 20 20 Bedroom Bath 18 2ndfl Left Fromt 195 7,487 97 2-5 557 3,333 482 152 152 Bedroom System 2 total 1,761 23,259 303 16,908 1,101 770 770 System 2 Main Trunk Size: 20x8 in. Velocity: 693 ft./min Loss per 100 ft.: 0.067 in.wg "Gaail• =S. ste Summa :._+:`.„p•:u=.gym":=:wa.a. ..< ,a, aw.<. ,p�,� ::�' ':;.:..; �: w oal'rigSensibl,e/t�atenit. c'S" .4. :,. w�" ... ..`.: ....,,.r....ru;>„wh;.. ,Qek..<�=�= x w .. .:..e .::F''•;" .Nwe.:' _�..., n.,..„,.• „,w. ......... ... _,.:...._.._,.."..,. n . ...::: . ,";:�� a��sS Ilt':>�"��:•.,�_ �'.,=Btuh�:. „>.��a';, ....�:' '-m.E3#ah�;^ Nye.:'.,• '�:�.Btirh. Net Required: 1.50 94%/6% 16,908 1,101 18,009 Actual: 1.95 75%/25% 17,550 5,850 23,400 E ui b me t Data _ " Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: NCB-240E 24ACC624A*030* Indoor Model: FX4DNF025L Brand: NAVIEN PERFORMANCE 16 AC Description: Natural Gas or Propane Boiler Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 112,000 Btuh 23,400 Btuh Adjusted Capacity: n/a 17,741 Btuh Sensible Capacity: n/a 17,550 Btuh Adjusted Sensible Capacity: n/a 13,091 Btuh Latent Capacity: n/a 5,850 Btuh Adjusted Latent Capacity: n/a 4,649 Btuh AHRI Reference No.: n/a 9178274 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F,WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB: 70F, Sen. gain: 16,908 Btuh, Lat. gain: 1,101 Btuh, Sen. loss:23,259 Btuh, Entering clg. coil DB: 75F, Entering clg. coil WB: 62.5F, Entering htg. coil DB:70F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg.airflow: 770 CFM, Req. htg. airflow: 303 CFM C:\Users\Robert\Documents\William Froehlich 6130 Peconic Bay Blvd Laurel.rh9 Thursday, October 1, 2020, 12:27 PM rt . If - jo ia. �' a •k i 1,' � 4 �L.t t,� .�� r 4p.4� r��•d� A�`f .�.,, �. «4,a•fir.., Vx � � 3 i n +! i 1!►r < `fi—' Ave .� s r a At it lb ro � s AL dpIV 105 i 1 O i �► Ir w Ai. • / • l N H •c..� r W AM qto KOHL F- i " FOUNDATION(IST) ---------------- FOUNDATION 1 WI WAM��� ROUGH FRAMING : PLUMBING 7pi� 071 INSULATION PER N.Y. STATE ENERGY CODE 11 • COMMENTS MA • R TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey South oldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E'.C. Trustees C.O.Application Flood Permit Examined '20 Single&Separate Truss Identification Form Storm-Water Assessment Form xContact: Approved 20 v Mail to: Disapproved a/c PhonA 03 :�5 L/_ o 9 Expiration 12 l Bu' ng or APPLICATION FOR BUILDING PERMIT -' F E B 2 1 2020 , Date /;Z1 , 20 20 INSTRUCTIONS a. Tl-is application MUST-be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18*months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demoliti n as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, d regulations,and t dmit authorized inspectors on premises and in building for necessary inspections. C (Signat re of applicant or name,if a corporati «a � � 1/ � (Mailing address applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �h l 1,C-h (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Ition of landr-eq,-� which propos work 'll e ne: / G Za t/r� r j l House Number Street // Hamlet County Tax Map No. 1000 Section ( z� Block ©.7— Lot ©�p Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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 or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories s 8. Dimensions of entire new construction: Front Rear Depth ° Height Number of Stories r 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Naive of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH (S)He is the Notary Public,State of New York No 0113116185050 (Contractor, Agent, Corporate Officer, etc.) Qualified In Suffolk County Commission Expires April 14,2CD of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to efore me this.— a day of 20 0_� Notary Public Signature of Applicant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Buildin4 Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C.• ` Trustees C.O.Application Flood Permit Examined ,20 Single&Separate D Truss Identification Form JU N 2 0 2018 Storm-Wafer Assessment Form Contact: -- Chuck -Tfnom�� Approved ,20 G DE Mail:to: 2W Li'nc,on S-Vv Disapproved a/c 'j'O ? SO OL . —Rtverv,.earA• Wq I I q Q � Phone: _ C516 ?oZ -351 Expiration ,20 Building' I 'pect APPLICATION FOR BUILDING PERMIT 201 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. . b. Plot plan showing location of lot and ofbuildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application inay-not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughoufthe work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of-Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date:.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the,Btiilding Department for the issuance of a Building Permit:pursuant to the Building Zone Ordinance of the Town of gouthold,'Suffotk County,New York,and other applicable Laws,"Ordinances or Regulations, for the construction of buildings;additions, or alterations of for removal or.demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building Bode,housing•code, and•regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agen , architect; ngineer, general contractor, electrician, plumber or builder I�Av-rNn\Ae ch- - ChcAy-IQ,& MnoYln(k% Name of owner of premises 13 i 11 �Fjr ae.Y11 i rAY1 (As on the tax roll"or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer)' Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. , 1. Location of land on which proposed work will be done: "= ! 113D ecmY c_ House Number Street '.`H`a s mlet, County Tax Map No. 1000 Section 128 Block b Lot OG, 0UUU1V151U11 +++`�+•+y+"'• _�'••""` 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and-occupancy �PSi c2l�ttr,�l b. Intended use and occupancy 3. Nature of work(check which applicable):New Building r/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost b paid on f ling this application) 5. If dwelling, number of dwelling units . Number of dwelling I s on each floor and If garage, number of cars � Or, 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ''' ^°''�'' `"i F Reax 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 32 Rear 3 2 Depth rl 5 ` Height ?23;'6 1 •.Number of Sfories' 'Z 9. Size of lot: Front 50&c1W Rear ko-0e Depth - yZy .3q 10. Date of Purchase Name of Former Owner . 11. Zone or use district in which premises are situated . 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ✓ NO 13. Will lot be re-graded? YES NO -y Will excess fill bexemoved.from premises? YES NO 14. Names of Owner of premises Bm froeVW Ch Address Phone No.(2o 314 5$c1 Name of Architect GhDrle�_ -Moynnc&s , Address. gao_ 1mton $-�recV Phone No 66k6) 702-351�1 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwatervetland? *YES V NO * IF YES, SOUTHOLD TOWN TRUSTEES'& D.&G PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of dtidal wetland?'* YES V 'NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point.on property.is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF.NEW YORK). SS: COUNTY OFSL occIan co"cir ic.Ir- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contracto Agent, orporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this DWYE yoaK ao day of 20 /0 CE1 L. of�E S�pSE 0101, o w0W63�9cc 2cr-OLY le (, Notary Pub i ouA,.IFiso jr4 .p►es au Si ature of Applicant .. roMMIS51 Glenn Goldsmith,President ®f S0 Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President ®� ®�® P.O.Box 1179 Eric SepenoskitB Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® �® Fax(631)765-6641 J U N 1 2 2024 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Building Department Town of Southold CERTIFICATE OF COMPLIANCE #2129 C Date:MU 29,2024 THIS CERTIFIES that the demolition of an existing one and a half story,single family dwelling and abandonment of existing sanitary system;construction of a new two-story,single family 2,368 sq ft dwelling including covered porches and screened porch,• installation of gutters to leaders to drvwells to contain roof runoff, installation of a new I/A sanitary system,• and installation of a new gravel driveway with drainage;establishment and perpetually maintain a 20'wide non-turf buffer located Iandward of the bulkhead. At 6130 Great Peconic Bay Boulevard,Laurel Suffolk County Tax Map#1000-128-2-6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 7,2019 pursuant to which Trustees Wetland Permit#9562 Dated October 16.2019,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of an existing one and a half story,single family dwelling and abandonment of existingsanitary system; construction of a new two- story single family 2,368 s4 ft dwelling including covered porches and screened porch,• installation of gutters to leaders to drywells to contain roof runoff,• installation of a new VA sanitary system:and installation of a new gavel driveway with drainage,• establishment and perpetually maintain a 20' wide non-turf buffer located landward of the bulkhead. The certificate is issued to WILLIAM FROEHLICH owner of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF'ENVIRONMENTAL CONSERVATION Division of EnvitonMentai Permits,Region i f SUNY A,Stony Groot.50 Orcle,Road.stony Brook.NY 11790 P:(631)444-0365 1 F:(631)4.44-0360 vAvvr.dec.ny..gcv LETTER OF NO JURISDICTION FRESHWATER WETLANDS ACT& VEAL WETLANDS ACT Will-larn Froehlich July 11, 2019 6130 Po& " " ' Boulevard A Laurel, NY 1.0.48" Re: APPliOdti6 #il-4738-04695/00001 ri6ehlidh'F?16Perty—6130 Pebonic Bay Boulevard SCT"94.1 k DearJfi Based on th*e information you submitted the Department of Environmental Conservation has determined that: The referenced 0170- POly-, landward of the functional bulkhead greater than 100 feet in length as shown on the:plans by Nathan Taft Corwin 111, dated August 10, 2015 and was constructed before August 20, 1,977'.as shown on.the Tidal Wetland Map.#706-53.6, is beyond Tidal Wetlands Act (Art I icle 25)jurisdiction and no permit is required for work landward of this structure. In addition, the referenced parcel is more than 100 feet from DEC regulated freshwater wetlands therefore no.permit is required pursuant to the Freshwater Wetlands Act.(Article 24) and its implementing.'.-regulations"(6NYC.RR Part 663) Be advised, no construction, sedimentation or disturbance of any kind may take place seaward of the wetland.jurisdictional boundary, as-indica-ted above., without permit. It is Your responsibility to ensure that all precautions are taken to prevent any sedimeintation or disturbance-within Article 24 and/or Article 25 jurisdiction whibh may result from your project.. Such precautions,may include maintain'ing adequate work area between the jurisdictional boundary and your project(i.e. a 15'wide construction area) or erecting'a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions,change. Please note that,thi&letter does"not relieve you of the responsibility of-obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Laura F. Star cc: JMO Environmental Consulting Permit Administrator BMHP BoEH File <NE PORK Department of Environmental Conservation FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: June 28, 2018 TO: Chuck Thomas (Froehlich) PO Box 877 Jamesport, NY 11947 Please take notice that your application dated June 19, 2018 For permit for to demolish an existing single family dwelling and construct a new single family dwelling at Location of property: 6130 Peconic Bay Blvd., Laurel County Tax Map No. 1000- Section 128 Block 2 Lots 6 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 21,907 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states that on lots measuring between 20,000 and 39,999 square feet in total size the minimum single side yard setback is 15 feet and the total side yard setback of 35 feet. The proposed construction notes a single side yard setback of 6 feet and a total aujig..Kard setback of 19.6 feet. Authorized Signature Cc: File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: June 28, 2018 RENEWED: September 19, 2018 TO: Chuck Thomas (Froehlich) PO Box 877 Jamesport,NY 11947 Please take notice that your application dated June 19, 2018 For permit for to demolish an existing single family dwelling; and construct a new single family dwelling at Location of property: 6130 Peconic Bay Blvd., Laurel County Tax Map No. 1000 - Section 128 Block 2 Lots 6 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 21,907 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000 and 39,999 square feet in total size, the minimum single side yard setback is 15 feet and the total side yard setback of 35 feet. The proposed construction notes a single side yard setback of 6 feet and a total side yard setback of 19.6 feet. a�uthor* d ur Cc: File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson *if SO 53095 Main Road•P.O. Box 1179 Patricia Acampora ®� ®�® Southold,NY 11971-0959 Eric Dantesi¢ Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento ® �� 54375 Main Road(at Youngs Avenue) N Southold,NY 11971 http://southoldtownny.gov APR 2 6 2023 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD 63UjL01NbDEPT Tel. (631) 765-1809 TOWN OFSOI)THOLD EXTENSION DETERMINATION Second-One Year Extension Special Meeting of April 20, 2023 ZBA FILE: #7261 NAME OF APPLICANT: William and Ann Froehlich PROPERTY LOCATION: 6130 Peconic Bay Boulevard(Adj. to Great Peconic Bay), Laurel NY 11948 SCTM: 1000-128-2-6 BASIS OF APPLICATION: Request for Variances under Article XXIII, Section 280-124; and,the Building Inspector's October 24, 2018 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and construct a new single family dwelling, at; 1) less than the code required minimum side yard setback of 15 feet, 2) less than the code required minimum total side yard setback of 35 feet; at: 6130 Peconic Bay Boulevard, (Adj. to Great Peconic Bay)Laurel,NY. SCTM#1000-128-2-6. DATE OF PUBLIC HEARING: April 11, 2019 This request for variances was originally Granted as applied with conditions, as listed below, on April 25, 2019. On June 16, 2022, the Board granted a one-year extension to expire April 25, 2023. By letter, dated April 10, 2023, William and Anne Froehlich, Owners,requested an additional one-year extension of the Variance Relief. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The first-floor covered porch, partially screened and measuring 32 feet by 12 feet, shall remain unenclosed, and unconditioned. 2. The second-floor waterside balcony, over the covered porch, shall remain open to the sky and unenclosed and unconditioned. 3. The applicant shall install an approved Suffolk County Board of Health I/A wastewater treatment system suitable for a five-bedroom residence. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson) seconded by Member Acampora, and duly carried,to GRANT, the applicants' request that the above cited determination be extended for one year from April 25,2023, to expire on April 25,2024 as per Chapter 280-146 of the Code of the Town of Southold. Vote of the Board: Ayes: Members Weisman(Chairperson), Acampora, Dantes, Lehnert, and Planamento (5-0). lb(4WJ Leslie Kanes Weisman Chairperson /2023 Approved for filing �/ April 10, 2023 To: The Zoning Board of Appeals- Town of Southold From: William and Anne Froehlich 6130 Peconic Bat Boulevard Laurel, New York 11948 We are requesting are requesting an extension for ZBA FILE: #7261. On December 9, 2022 our surveyor, Nathan Taft Corwin III received notification from Suffolk County Health Services that was Notice of Incomplete Final. The office required us to expose a section of the water line where it enters the foundation and near drain grate drywell to confirm 10 feet separation and depth of water line. The waterline/ drain grate drywell inspection has been completed. The waterline inspection as it enters the foundation requires additional review because the inspector requested that the patio and landscaping must be removed for visualization from the outside. We are currently in the process of complying with the request. William Andes, our attorney, has submitted the completed documentation for the required verbiage in the deed which states the 20 feet buffer on the waterfront to Suffolk County. The deed has been amended and recorded in Suffolk County. In,-, addition, he has submitted the documents to the Southold Board of Trustees. We respectfully request an extension from the zoning board of appeals as we complete the final phase of document submission. Please let us know the next steps. Respectfully, William and Anne Froehlich Bill cell # 203-314-0589 grandbanksllc@gmail.com �y r� a A+ " BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��®� ®�r�°® 53095 Main Road• P.O.Box 1179 �® �® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. �® ® y® 54375 Main Road(at Youngs Avenue) Nicholas Planamento lac®U Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809 •Fax(631) 765-9064 EXTENSION DETERMINATION One Year Extension Special Meeting of June 16, 2022 ZBA FILE: #7261 NAME OF APPLICANT: William and Ann Froehlich PROPERTY LOCATION: 6130 Peconic Bay Boulevard (Adj. to Great Peconic Bay), Laurel NY 11948 SCTM: 1000-128-2-6 BASIS OF APPLICATION: Request for Variances under Article XXIII, Section 280-124; and the Building Inspector's October 24, 2018 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and construct a new single family dwelling, at; 1) less than the code required minimum side yard setback of 15 feet, 2) less than the code required minimum total side yard setback of 35 feet; at: 6130 Peconic Bay Boulevard, (Adj.to Great Peconic Bay) Laurel,NY. SCTM#1000-128-2-6. This request for variances was originally Granted as applied with conditions, as listed below, on April 25, 2019. By letter,dated June 6, 2022, William and Anne Froehlich, Owners, requested a one-year extension of the Variance Relief. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The first-floor covered porch, partially screened and measuring 32 feet by 12 feet, shall remain unenclosed, and unconditioned. 2. The second-floor waterside balcony, over the covered porch, shall remain open to the sky and unenclosed- and unconditioned. 3. The applicant shall install an approved Suffolk County Board of Health I/A wastewater treatment system suitable for a five-bedroom residence. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson) seconded by Member Dantes and duly carried,to GRANT, the applicants' request that the above cited determination be extended for one year from April 25,2022, to expire on April 25,2023 as per Chapter 280-146 of the Code of the Town of Southold. Vote of the Board: Ayes: Members Weisman(Chairperson)Dantes,Acampora,Planamento and Lehnert. This Resolutio as duly adopted(5-0). nD Eu%qR D J U N 2 4 2022 Leslie Kanes Weisman, Chairperson Approved for filing �7 //7 /2022 BUILDING DEFT. TOW1,l OF SOUTI--10LD June 6, 2022 To: The Zoning Board of Appeals- Town of Southold From: William and Anne Froehlich 6130 Peconic Bat Boulevard Laurel, New York 11948 We are requesting are requesting an extension for ZBA FILE: #7261. On July 7, 2021 the building inspector completed the final inspection for 6130 Peconic Bay Blvd Laurel, New York. The final list of additional required photos and documents were sent by William Froehlich to the building department with the exception of the final Health Department survey and Trustees Depart C of C. Our surveyor told us in August 2021 that he had submitted the required documents to the Health Department the final survey. Each month since August 2021, we have requested updates from the surveyor on the status of the health Department documents. In March 2022 we learned that he had NOT submitted the documents as previously stated. The surveyor submitted the documents to the Health Department in April 2022 which were returned as incomplete on May 31, 2022. The documents have been correct and are being re-submitted. Our attorney is submitting the deed restriction for the 20 foot buffer on the waterfront. We respectfully request an extension from the zoning board of appeals as we complete the final phase of document submission. Please let us know the next steps. Respectfully, William and Anne Froehlich Bill cell # 203-314-0589 grandbanksllc@gmail.com BOARD MEMBERS Southold Town Hall �� Leslie Kares Weisman,Chairperson 0�*��S�U�yO! 53095 Main Road-P.O.Box 1179 p Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes N Town Annex/First Floor, Robert Lehnert,Jr. G'�?► • �O 54375 Main Road(at Youngs Avenue) c as t OlyCO� Southold,NY 11971 http://southoldtownny.gov MAY - 2019 ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD - Tel.(631)765-1809-Fax(631)765-9064 MAY - 1 2019 TOWN OF SOU1 R0_7�D l.L. ��atXXXP. FINDINGS, DELIBERATIONS AND DETERMINAT o hold Town Clerk MEETING OF APRIL 25, 2019 ZBA FILE: #7261 NAME OF APPLICANT: William and Ann Froehlich PROPERTY LOCATION: 6130 Peconic Bay Boulevard (Adj.to Great Peconic Bay),Laurel NY 11948 SCTM: 1000-128-2-6 SEQRA 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 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated November 26, 2018 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:._ This application_was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated April 9, 2019. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject, non-conforming 21,907 square feet, 0.503 acre, rectangular parcel located in the Residential R-40 District measures 60.00 feet along Peconic Bay Boulevard, then 424.39 feet south along a residentially developed lot to the east towards the Peconic Bay,where it turns west 50.94 feet along a wood bulkhead at the high water mark with the Great Peconic Bay, then turns north and runs 403.22 feet along a residentially developed lot to the west. The site is developed with a single family, wood-frame residence with covered waterside porch, wood walk and stairs at the bulkhead accessing the bay, and a two-story wood-frame detached accessory garage as shown on the survey prepared by Nathan Taft Corwin III, Licensed Land Surveyor last revised June 7,2018. BASIS OF APPLICATION: Request for Variances under Article XXIII, Section 280-124; and the Building Inspector's October 24, 2018 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and construct a new single family dwelling, at; 1) less than the code required minimum side yard setback of 15 feet, 2) less than the code required minimum total side.yard setback of 35 feet; at: 6130 Peconic Bay Boulevard, (Adj.to Great Peconic Bay)Laurel,NY. SCTM#1000-128-2-6. Page 2,April 25,2019 47216,Froehlich SCTM No. 1000-128-2-6 RELIEF REQUESTED: The applicant requests variances to demolish an existing one and a half story single- family residence with partial basement and to build in its approximate place a new,'two story single-family residence of approximately 2,368 square feet footprint with full basement measuring, 32 feet by 61 feet with a ridge height of 32.8 feet and an attached 32 feet by 12 feet waterside, covered porch with second floor balcony where the code requires a minimum side yard setback of 15 feet and a total combined side yard setback of 35 feet. The applicant proposes construction with a single side yard of 6 feet and combined side yards of 19.6 feet. ADDITIONAL INFORMATION: No members of the public or any immediate neighbors spoke in favor of or against this application. The applicant, their attorney/agent and architect all spoke during the public hearing outlining their application and reasons for the variance requests. They propose to redevelop the site by moving the proposed house slightly off of the existing foundation line on the west side in order to increase that side yard setback. At the hearing the Board discussed with the applicant and his agents installing a Suffolk County Board of Health approved innovative and alternative wastewater system.The applicant was open to the idea,but his architect indicated that such an improvement was unnecessary given the elevation of the proposed residence from the water table. The applicant's agent did not provide information relative to the subject property's elevation and depth to the water table, nor any documentation refuting the need for and benefits of an innovative and alternative wastewater treatment system for properties immediately adjacent to the Great Peconic Bay. A prior ZBA decision, file #6974, granted August 2016 allowed variances for the construction of a detached accessory garage building with reduced side yard and combined yard setback. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 11,2019 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: L. Town Law $267.-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the.character of the neighborhood or a detriment to nearby properties. Residences located on the south side of Peconic Bay Boulevard were predominately developed in the early to mid-20th Century and are sited on long, narrow, non- conforming waterfront lots, taking advantage of the view and access to the water, many of which have been updated to meet current standards. The immediate neighborhood features a variety of housing styles, sizes, age and condition. The proposed new construction replaces a previously built home in approximately the same footprint as the original structure and fosters a design compatible to other waterside residences along the south side of Peconic Bay Boulevard. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. As a result of a narrow, non-conforming building lot measuring 60 feet wide at the roadside and tapering to 50.94 feet wide at the waterside, any structure replacing the existing residence that is wider than approximately 16 feet will require relief. 3. Town Law V67-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 60% relief from the code relative to the single yard set-back and 44% relief from the code relative to the combined side yard set-back. However, a residence has stood at this location for many years and the applicant proposed to make the current single side yard setback more conforming by shifting the southwest corner of the residence by about one foot, thereby making the west side yard set-back, more code conforming. Page 3,April 25,2019 #7216,Froehlich SCTM No. 1'000-128-2-6 4. Town Law V67-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single-family residence measuring 32 feet by 61.8 feet with an attached waterside porch measuring 32 feet by 12 feet with a balcony above while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried,to GRANT the variances as applied for, and shown on the survey prepared by Nathan Taft Corwin III, Licensed Land Surveyor and last revised June 7, 2018 and on the architectural drawings, labeled A-1,A-2,A-3, prepared by Charles M. Thomas,Registered'Architect and dated June 5, 2018. SUBJECT TO THE FOLLOWING CONDITIONS:' 1. The first-floor covered porch, partially screened and measuring 32 feet by 12 feet,shall remain unenclosed,and unconditioned. 2. The second-floor waterside balcony, over the covered porch,shall remain open to the sky and unenclosed and unconditioned. 3. The applicant shall install an approved Suffolk County Board of Health I/A wastewater treatment system suitable for a five-bedroom residence. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a.subdivision map has not been filed with the Suffolk County Clerk,within three Page 4, April 25,2019 #7216, Froehlich SCT,M,No. 1000-128-2-6 (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Planamento, Acampora and Lehnert. (4-0) (Member Dantes was absent) C"v Leslie Kanes Weisman, Chairperson Approved for filing //=�G /2019 BUILDING DEPARTMENT-Electrical Inspector s TOWN OE SOUTHOLD I ,. Town Hall Annex - 54375 Main Road - PO Box 1179. Southold, New York 1.1911-4959 ` Telephone.(631) 765-1802 - FAX (631).765-9502 rJ ro err southoldtownn ov - seand southoldtownny. oDEC APPLICATION FOR EL ECTRICAL EL 'RI'CIAN°INI:ORMATION (All Information Required) Date, j - '7 _ 2-0 Company Name: n I ;. c_ Name: License.No.: a email: 0 -A J_ tAL, o Address: Phone No.: JOB SITE INFORMATION (Ali Information Required) Name: . L�-aekj ck Address:• ( ` c� . P�.c,��,. L. f (�!l v L c..i Cross Street: r r, Phone.No.: 3 f ' �0 S_�'9 Bldg.Permit#: , 3 email: L.LC Ta x Map District. .1.000 Section: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES-�NO Rough. In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: .A #Meters Old Meter# New Service - Fire Reconnect = Flood Reconnect-Service Reconnected- Underground - Overhead # Underground Laterals 1 2 H Frame Pole . Work done on Service? Y N Additional Information. .PAYMENT_D.UE..WITH..APPLICATION 1 Request for Inspection Form.xls BULLDING'DEPARTMENT Etecttical.l.nspecior TO�1/N.:OF SOUTHOLD. ' Town:H.aCI:Annez:- 54.375 Main Road:=..PO-B. 9179:. ± 1 :.r D . ��:. =; - Southold; New-York 11971:=095.9 . _ _ hone. 6.31 765�'i:802- `; ... ::_. . e. ..p . .. ..(. .. ). . FAX.(631) 7..65. 9502. nr err s�outh-o.Cd. owrac.� " �ac.;::::::sea..d- sa��� :n- � orr�.. n utfofdtoi►uh. f� PLz -TAT ON FOR.'ELECTRIg6L::INSPE Tf:ON` .. LUS t13 [ IDRMATION (Alt'1[rforcriation F2equired); :Oates' / 7..•_. • i I. Com :an . Name: - P Y'� Name. �( . .� License:No�: c�c� 76,f . �m Address:.. Phone-No : -S /6.- :J:I.- . 1TE Lhlf OR.-m i. N .info$ A'. (All rmati fn Regtiir�d):. s7. y, J� NA MY r f. Ad# t .. .,:... .. . . 4 h e.N , . -.... ..9..:. . .. : . . .-::: �• _ .. .ate.. „ T Dist ' 1;OQ0: ecfq Bto'ck'�� B:C I t1 SCR PT C t11:�OF�W-- Rio°IPleaae-f' irit-0-0aity� Cyr�1+e.A1�That;Applyc� �. Is'lcsb rely for tnspectton?: YES.' No Rorigh::fn, FCnal Dt you need'a:Temp Certtfcate?: YES.7 NO I$suctOn,,.... .:..:... ...:.:............:.....::...:..:...:...:.. FN p°fnfiorinatiisrt (A l Infor:mabpn;roquired SeniiCe-Sipe: 'i .PC :, 3 P1 :`Size : #M ts' 01d SeEuie�'.-.Fire Reconnect=Flood teconrxect-.�.ervice:F�ecor�neoled:-:Underground �:-O�reifh:tact. UiiClerground`Laterals• .1 -2" H Frame _. :Pole:.:.:.. Work done-on Ser 17: Y N Additionaliiorrriatior _ ; :. .. :P�YMrrm ENT'::bUE:.it1i1TH:.APFI.ICATIQN:,. � p� 1 i Request brinspection:Eorm.)ls dew t , i PERMIT# Address: Switches, Outlets GFI'jS/ V� Surface Sconces �., svk Lts. :,: Fans .....:-,:.:::..- -. , _ _.,... - Fridge- 'Exhaust Oven in Q erv� .:Carp-n . .::.. ......::. . . ''k o. or .tai e A - 1 ,. .ti - e.' x'. t• �y JI s , , Scott A. Russell °Su p STO]KIAWA\TJE K SUPERVISOR 1\M1A\NA\G]Eh\41EN`]F W SOUTHOLD TOWN HALL-P.O.Box 1179 � 53095 Main Road-SOUTHOLD,NEW YORK 11971 y�0 Town of South of d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF 'I'Il-3[lE FOLLOWING: Yes No (CHECK ALL THAT APPLY) 1 ❑&A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑0—c-Site'preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 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. ❑ERT. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. ..._....._.....-........_ _..._......... ..... .... If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax.Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. ": 1000 Date: f District NAME: UZI,I IAO, W O �\ IOA9 0,-,).- o b I Section Block Lot 1�0R BUIL1: INU DEP.A RTNIE:NT USE ONLY Convect Information: �� ^�( ���/�O `� rrrmNi „ v�„rxa Reviewed By: Dale:Property Address / Location of Construction Work: — — — — — — — — Da a — — — — — — — — ❑ Approved for processing Building Permtt. ,// Stormwater Management Control Plan Not Required. Z_&y� GC` N� /��6 ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 pF SOUr��l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD June 3, 2022 William Froehlich I 6130 Peconic Bay Blvd. rY)' I ` Ct7 Laurel, New York 11948 Please note before the Certifica ancy can be issued you must obtain an ext sion form the Zoning Board of Appeals. Yo oning Board decision has expired. TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. 1 Electrical Underwriters Certificate. (� X Final Health Department survey. d -3 '),3 Plumbers Solder Certificate or Pex Affidavit X Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals J & S are required. Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44836-Z New Dwelling NOTES: 1. ELEVATIONS ARE REFERENCED SHOWN N.A.V.D.TH 1988 DATUM �T T�T T�t T ®� PROPERTY EXISTING ELEVATIONS ARE SHOWN THUS:AU U V Y G.FL - GARAGE FLOOR 2. BUILDING COVERAGE = 3,C92 sq. ft. OR 14.1% OF LOT AREA (INCLUDING GARAGE & PROPOSED HOUSE) SI T UA TE 3. MINIMUM i/A OWTS SYSTEd CAPACITIES FOR 5 BEDROOM HOUSE IS 550 GPD. LAUREL FUJI CLEAN CEN-7 TREATIAENT SYSTEM RATED FOR 700 GPD. MINIMUM LEACHING SYSTEN FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA.4 LEACHING GALLEYS; 8.5' LONG, 4.75' WIDE, 4' DEEP TOWN OF S 0 U T H 0 L D \\ �--� PROPOSED FUTURE 50% EXPANSION GALLEY \ EE PROPOSED 8.5' LONG x 4.75' WIDE x 4' DEEP LEACHING GALLEY S U F F O L K COUNTY, NEW YORK \ 000 PROPOSED FUJI CLEAN CEN-7 S.C.TREATMENT SYSTEM TAX N O. 10 0 0- 12 8-0 2-0 6 4. ALL HOUSE\\ 150' kRE CONNECTED TO 5. THE HOUSES IS ICUIRRENTLY CONNECTED TO PUB ICBLIC WATER.TER. SCALE 1 ��=3 0' \\ AUGUST 10, 2015 \ APRIL 8, 2016 PROPOSED GARAGE I A OWTS SYSTEM - NOTES \ � JANUARY 2, 2017 ADD PROPOSED GARAGE \ 1. MINIMUM I,1A OWTS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS 550 GPD. FEBRUARY 20, 2017 STAKE PROPOSED GARAGE USE FUJI :LEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. 2. A 10FT MIJ. DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED NOVEMBER 3, 2017 ADD PROPOSED GARAGE DRAINAGE 3.4. INSTALLER MUSTUSTLL BE HOD AN CURRENTLED SO TANK IS LIQUID WASTER LICENSE PURSUANT TO CHAPTER 563 JUNE 7, 2018 ADD PROPOSED HOUSE MAY 27, 2019 REVISE SITE PLAN ARTICLE VI WITH ENDORSEMENT J. 5. I/A SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN SEPTEMBER 25, 2019 ADDED BUFFER ACCORDANCE TO ARTICLE 19. JANUARY 27, 2019 REVISE SITE PLAN 6. OWNER SHALL EXECUTED 0&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER ARTICLE 19. J N�1 0 a �. �� 7. VENT I/A NITH A MIN 2" DIA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 AREA = 21 907 s ft. INCHES AEOVE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW q X/ OR DOOR. 0.503 cc. y� Y •' ' �O 8. ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE G SYSTEM LOCATION. J�V , ° •a QP� ,�/Q�G�� �, 11O.CO DUTHALL SHALLEET HAVENEMA APPROPRIATECSEALSIOTO PREVENT GAS AND MOISTURE FROM REACHING THE CONTROL PANEL. �() • 11.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL Y \ EGG ju ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY �� OCCUPANTi OF THE RESIDENCE SERVED. °. 'O �' FO�O� o 12.AERATOR AND OPERATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM �Zp ACCESS OPENINGS. LO -1/2' VENTILATION PIPE B SCUM BAFFLE CHAMBER Volume(gal) 7U Sedimentation Chamber 397 (f _11 ' -B 7. -t' (Z Anaerobic Filtration Chamber 396 Aerobic Contact Filtration Chamber 181 ° ° OJ'°a � ® Storage Chamber 90 ECIRCULATIONa ° \�O ® X AIR LIFT TTION P m Disinfection Chamber Total Volume 1 69 CYLINDER (OPTIONAL) f \ 4"INLET PIP---., / "OUTLET PIPE SPECIFICATIONS a A Anaerobic Media PP/PE Filling Rate 320 4'-e ! Board Type Aerobic Media PVC/PP/PE Filling Rate 17% F�o\ \2 ` Blowere Media g/fin Fill Rate 55% 0 G FFLUENT Tank FRP AIR LIFT PUMP Z S G INLET BAFFL Piping PVC/PP/PE \S• ; NP i N� a X' Access Covers Plastic/Cast Iron N e Disinfectant( tional) Chlorine Tablets IR INTAKE RECIRCULATION PIPE OW BAFFLE CP.•• Q -2 % 'C FLCW OPENING (TYP. (CLEANING OPENING) B -t N PLAN VIEW l•L � y�9G1�1 ISINFECTION kX MANHOLE 18"MANHOLE(TYP 18 MANHOLE(TYP 24' MANHOLE(TYP CYLINDER (OPTIONAL) OW OPENING ARD TYPE NTACT MEDIA X J :�(':.� .7; CIRCULATION ASSEMBLY 4'-11" X I� 4'-11' � v \ R1xP vro \ \ EROBIC MEDIA r xAERATION ASSEMBLY �G, 9 • `\ TEST HOLE -A C4 �pO pMpOSt 14.7 1&Z Q � � ® ° SECTION A-A VIEW SECTION B-B VIEW v Tn \ r o k0z .� k' i a� o'� e FUJI CLEAN CEN-7 TREATMENT SYSTEM TEST HOLE DATA o zfl '' c '" 5. ' °� \ s� (NOT TO SCALE) DUG BY NATHAN T. CORWIN III, L.S. ON 1112012019 O' TOP SOIL BROWN SILTY SAND SM •, O PALE BROWN FINE TO O COARSE SAND SW HIGHEST EXPECTED GROUND WATER G p :,,.`::.^•(:;.;" \ G EL.-- __-___- __ 11 9' 1' ABOVE AVERAGE HIGH WATER MARK pR HIGH WATER ELEVATION 1.8' F m a \ \N• ry EL 1.1' 13.6' OBSERVED GROUND WATER O 5,deep WATER IN .' PALE BROWN FINE TO '�cc� °\A5 \ dip L COARSE SAND SW °• �� L �pt1� 74.6 )Z� � ( 14' p,1R VOILA. Z°N�_ .:::::::.:. `,_•� ONCE TYPICAL STORMWATER UNIT CIO . : :. ' ':: P.CRAIgLpvAE (TOPS TO BE TRAFFIC BEARING) 1o�F ✓ AIR (NOT TO SCALE) FyEo��yzO tAY' oYt .-.:.;:"` N L\N CAST IRON INLET FRAME & COVERO y1R�IL PL7 ' ` s: o FINISHED GRADE oo (FLOCKHART THCK#REN 8 TYP CONC. COVER w3\ P p S ��°� OV f,� :' T� ro' 0 103 �< 8" TRAFFIC BEARING SLAB 1 -0" �p> •1N0 cgEM o o '` ro...... Ey,15 gE u�..:'. .�•� PIPE FROM ROOF GLITTERS d 8'-0. r^ CRUSHED 3/4" - 1-1/2" STONE ! ;:,; 55 ALL AROUND LEACHING RINGS �OR� ., `n REINFORCED PRECAST CONC. Z S D�S6 3,-O. 4000 PSI 028 DAYS 3'-0" ° (min.) 4• (min.) ,�\S� �E t N E p ( Cs Ny�� uo 16 g� Z y N' GROUND WATER gpNK t� DRAINAGE SYSTEM CALCULATIONS: pop ° �J� ) NEW ROOF AREA: 2,350 sq. ft. 2,350 sq. ft. X 0.17 = 400 cu. ft. N 0 Z• 00 400 cu. ft. / 42.2 = 9.5 vertical ft. of 8' dia. leaching pool required N" Njpa� �y'4' 00 PROVIDE: 2 8' dia. X 5' high STORM DRAIN POOLS �0p0�PS ,vtEpO y9 0oA PREPARED IN ACCORDANCE WITH THE MINIMUM ( ) g \O� �5�/ g�� r�E�• � �PQg STANDARDS FOR TITLE SURVEYS AS ESTABLISHED NEW DRIVEWAY AREA: 3,200 sq. ff. 800 NNW R � `� BY THE L.I.A.LS. AND APPROVED AND ADOPTED 2 F N (E AN FOR SUCH USE BY THE NEW YORK STATE LAND 3,200 sq. ft. X 0.17 = 544 cu. ft. 05N�E g�E N\oN oo gv� TITLE ASSOCIATION. 544 cu. ft. / 42.2 = 12.9 vertical ft. of 8' dia. leaching pool required �$P O PROVIDE: (2) 8' dia. X 7' high STORM DRAIN POOLS NONp\5� P�°Ne�rt' �� w000 u 9 00 r 24"0 COMPONENTS THIS ACCESS ONLY PROPOSED SEPTIC SYSTEM DETAIL �``'� �o ; ' ' ► ` � _. � . 20"0 HDPE SECURE HEAVY COVER BY POLYLOC 20" SAFTY SCREEN BY POLYLOC (TYP.) (NOT TO SCALE) • {�, HOUSE FINISHED GRADE ELEV. 17.0' FINISH GRADE � ELEV. 15.0 ELEV. 15.0, CLEANOUT PRECAST REINFORCED CONCRETE COVER BURIED 1' DEEP min. 2' DEEP max. '✓,,r•„\\\N MIN. 4' dia. MIN. 4" TOP EL. 13.5' 1' MIN. ``� _, ''.�' 9�.` N.Y.S. Lic. No. 50467 APPROVED PIPE DIA' 8" INV. EL. PITCHED 1/4'/1' APPROVED pip LEACHING LEACHING T 3' CLEAN UNAUTHORIZED ALTERATION OR ADDITION - 14.1' I/A OWATS TANK in. PITCH 1 INVERT /8%1' GALLEY GALLEY ? SAND ELEV. 14.0' FUJI CLEAN CEN-7 INVERT 0 o a COLLAR TO THIS SURVEY IS A VIOLATION OF TREATMENT SYSTEM ELEV. IA. INV. EL. 12.7 ' C SECTION EDUCATION OF THE NEW YORK STATE Nathan T of t Corwin I I I ___-� Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING }� 8.2'- Zn? HIGHEST EXPECTED GROUND WATER THE LAND SURVEYOR'S INKED SEAL OR ------------- ---- --------------------- -------------- --- ELEV. 2.8' EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. BOT. EL. 9.0' BOT. EL. 8.9' CERTIFICATIONS INDICATED HEREON SHALL RUN GROUND OBSERVED WATER ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. FUJI CLEAN CEN-7 LEACHING GALLEYS � I ELEV. 1.1' IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. TREATMENT SYSTEM 1. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. TITLE COMPANY, GOVERNMENTAL AGENCY AND 4 GALLEYS; 4' DEEP, (8.5'x 4.75') LENDING INSTITUTION LISTED HEREON, AND Title Surveys - Subdivisions - Site Plans - Construction Layout :�tr 5 BEDROOM HOUSE, SINGLE FAMILY DWELLING 550 GALLONS PER DAY 2. LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE OR EQUAL) TO THE ASSIGNEES OF THE LENDING INSTI- USE: (1) FUJI CLEAN CEN-7 TREATMENT SYSTEM - 700 GALLONS PER DAY LEACHING STRUCTURES, SOLD DOMES AND/OR SAGS. ( TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE EQUAL). THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS 4. A 10' min. DISTANCE BETWEEN LEACHING GALLEYS AND WATERR LINE SHALL 3E MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK STALL BE MAINTAINED. AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY SITUATE LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 128-02-06 SCALE 1 "=30' AUGUST 10, 2015 APRIL 8, 2016 PROPOSED GARAGE JANUARY 2, 2017 ADD PROPOSED GARAGE FEBRUARY 20, 2017 STAKE PROPOSED GARAGE NOVEMBER 3, 2017 ADD PROPOSED GARAGE DRAINAGE JUNE 7, 2018 ADD PROPOSED HOUSE `� • �� AREA = 21 ,907 sq. ft. 0.503 ac. 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:AM • 5.� G.FL- GARAGE FLOOR 2. BUILDING COVERAGE = 3,092 sq. ft. OR 14.1% OF LOT AREA �. (INCLUDING GARAGE & PROPOSED HOUSE) + •rew� O LO .''a .,.•°JOG. \P'P � s 6Q'GJ? 1 \ 2 \s 17.1i t9 a Oaa+. O D1,_ ' .• LE • a 4 .. `Z • 70 0 QA. CNII c 58, t r 9 0 ,Z ?^ A �C ,• a�, BR�GK E \ GPRpG O O b' e. Ey'� SPp0 '( •• GES 'O )"t^ X :.\ fls•. ....�,,.:.. .0`.................. ENCE 32•............:. 12E• .»;: Ln O • b::::::.::: ©. 1 I . ::::......... • ' O o l .. . G UNAUTHORIZED ALTERATION OR ADDITION Vx36 TO THIS SURVEY IS A VIOLATION OF s 5�' SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 1pR� ♦ "'` \ COPIES OF THIS SURVEY MAP NOT BEARING '112 Noost °, 3 �i y�� THE LAND SURVEYOR'S INKED SEAL OR R�MOvC e )) ° JAR g Dept copy from ZBA EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 6X t ) o >, Go Final reviewed Z tiq �e�u '(� • ) f'\'� � E3A File# / CERTIFICATIONS 1-3Date: L ONLLYTO THHEP PERSON SHALLD HEREON ONFOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE s>, TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND cO TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. _ O THE EXISTENCE OF RIGHT OF WAYS � AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. qIO°�EPS 0 0 A PREPARED IN ACCORDANCE WITH THE MINIMUM m 5 gJkP RK ° Qy STANDARDS FOR TITLE SURVEY'S AS ESTABLISHED O� °00 R�P�p �� BY THE L.I.A.L.S. AND APPROVED AND.6DOPTED �a N N FOR SUCH USE BY THE NEW"PORK STATE-LAND TITLE ASSOCIATION. 0' Ilk WOOD - I 57 y L� r S. Lic. No. 50467 Nathan Taft Corwin - III or� Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 r SURVEY OF PROPERTY SITUATE LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 128-02-06 SCALE 1 "=30' AUGUST 10, 2015 APRIL 8, 2016 PROPOSED GARAGE JANUARY 2, 2017 ADD PROPOSED GARAGE O FEBRUARY 20, 2017 STAKE PROPOSED GARAGE NOVEMBER 3, 2017 ADD PROPOSED GARAGE DRAINAGE JUNE 7, 2018 ADD PROPOSED HOUSE MAY 27, 2019 REVISE SITE PLAN SEPTEMBER 25, 2019 ADDED BUFFER .� __..__.. AREA = 21 ,907 sq. ff. 0.503 ac. NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM OCT — 3 2019 EXISTING r I STINGE EEVATIONS ARE SHOWN THUS:�x (` P FLOOR 2. BUILDING COVERAGE = 3,092 sq. ft. OR 14.1% OF LOT AREA (INCLUDING GARAGE do PROPOSED HOUSE) �0 • VO FO�O In sDutllCl� ir.,,�n lb DRAINAGE SYSTEM CALCULATIONS: �' off• f O NEW ROOF AREA: 2,350 sq. ft. o 7 2,350 sq. ft. X 0.17 = 400 cu. ft. ° " F�?° �e 400 cu. ft. / 42.2 = 9.5 vertical ft. of 8' dia. leaching pool required • ..•,. • '�i PROVIDE: (2) 8' dia. X 5' high STORM DRAIN POOLS NEW DRIVEWAY AREA: 2.350 sq. ft. �z • 2,300 sq. ft. X 0.17 = 391 cu. ft. 4 \ APPROVED BY 391 cu. ft. / 42.2 = 9.3 vertical ft. of 8' dia. leaching pool required PROVIDE: (2) 8' dia. X 5' high STORM DRAIN POOLS BOARD OF I RUSTEES TOWN OF SOUTHOLD LEGEND: \ \ L--J PROPOSED FUTURE 50% EXPANSION LEACHING GALLEY DATE ON . � e- � � Q� I � �(/�9 � PROPOSED 8.5' X 4.75' X 4' DEEP LEACHING GALLEY CP. S f PROPOSED MODEL TNT 500 NORWECO 000 NOr d, �� \ SINGULAR TREATMENT TANK 0 0 /• . Ott(^ � \ __.. . ._._...._.__)"4'-"9 _._._ \ Q0� I/A OWTS SYSTEM — (NOTES) ' I. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS 550GPD. USE NORWECO 2 SINGULAR MODEL TNT500 RATED FOR 600 GPD. 3, A 10FT MIN. DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED 4. ALL JOINTS SHALL BE SEALED SO TANK IS WATER TIGHT. a INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 O , � 3' ARTICLE VII WITH ENDORSEMENT J. �Ry • 6. I/A SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN ACCORDANCE TO ARTICLE 19. �7R S a l � k P 7' OWNER SHALL EXECUTED O&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER ARTICLE 19. 4 �(C# Q e. VENT I/A WITH A MIN 2• DIA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 •'. 9 p p, INCHES ABOVE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW • p X 1o.OR DOOR. ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE :', s�� \ �'SYSTEM LOCATION. PANEL SHALL MEET (NEMA) 4X SPECIFICATIONS. 12• CONDUIT SHALL HAVE APPROPRIATE SEALS TO PREVENT GAS AND MOISTURE FROM /� REACHING THE CONTROL PANEL. • `�C; Q SYSTEM SHALL BE EQUIPPED WiTH A FUNCTIONING WARNING SYSTEM WHICH WILL Op'R:, N�� p ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY OCCUPANTS OF THE I• \ /SS ;; F� u' AERATOR AND OPERATINGDENCE COMPONENTSDSHALL BE ACCESSIBLE AND SERVICEABLE FROM F ':.• ;;:'• � � � ',I � ACCESS OPENINGS. CO 051 0 O 14.9 NC6 �U) A. � • \ o a o a Ai • Z��.\ ° Tod. :: OCY PG MAN• yy:�:' ,,. 0 P \ x ° `k JAI ::.y.:.4.'..:::::::•.: ....::. E::. .:� CE 00� C�cSP�p I •fir :::: :i::::::.: ��1'r• 011510 S µEM° •. :..S.i:::r p 0 10 : : ...°{ O......................� N UNAUTHORIZED ALTERATION OR ADDITION o,•: ,; 9 .. :::::::;;:: -...:'::::•,N'{ �` � TO THIS SURVEY IS A VIOLATION OF b �3 SECTION 7209 OF THE NEW YORK STATE • ''.; 1�4 EDUCATION LAW. c� COPIES OF THIS SURVEY MAP NOT BEARING (ORS O \ THE LAND SURVEYOR'S INKED SEAL OR Z SOV56 EMBOSSED SEAL SHALL NOT BE CONSIDERED \SvNG FR R�p�I�� :•a �) `c..:' \e� C�CCN�R TO BE A VALID TRUE COPY. �� \ Q ONLY CERTIFICATIONS INDICATED SHALL RUN YTO THEPERSONFOR WHOM THE SURVEY y\ (XI IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND doh oG� O LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. O y�� t0P ° g�K ����� AND/OR THE SEASEM EASTENCE OF EMENTS RECORD IGHT OF p,Y F ANY, NOT SHOWN ARE NOT GUARANTEED. LA PREPARED IN ACCORDANCE WITH THE MINIMUM Oo(EPS N� o pv STANDARDS FOR TITLE SURVEYS AS ESTABLISHED W�pE ° �pR� BY THE L.I.A.LS. AND APPROVED AND ADOPTED FOR BOG' TITLESASSOCIATIONE BY THE NEW YORK STATE LAND IbA oAF; 1-O 27 /? .Y.S. Lic. No. 50467 Nathan Taft Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 NOTES: 1. ELEVATIONS ARE REFERENCED STO HOWN N.A.V.D. 1988 DATUM SURVEY �R V E v 0� PROPERTY EXISTING ELEVATIONS ARE SHOWN THUS:xx.x 1 O.FL- GARAGE FLOOR 2. BUILDING COVERAGE = 3,092 sq. ft. OR 14.1% OF LOT AREA T (INCLUDING GARAGE & PROPOSED HOUSE) SH UA TE �✓l 3. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS 550 GPD.FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. LAUREL MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 4 LEACHING GALLEYS; 8.5' LONG, 4.75' WIDE, 4' DEEP TOWN 0 F" ,S O U T H O L D PROPOSED FUTURE 50% EXPANSION GALLEY \ PROPOSED 3.5' LONG x 4.75' WIDE x 4' DEEP LEACHING GALLEY S U F F O L K COUNTY, NEW YORK 00 O PROPOSED FUJI CLEAN CEN-7 REATMENT SYSTEM S•C ° TAX No. 10 0 0- 12 8-0 2-0 6 4. ALL 5. THE HOUSES IS WITHIN RRE CURRENTLY ARE CONNEECTED CONNECTED TO PUBLIIC PUBLIC WAT RWATER. SCALE 1 "=3 0' \� AUGUST 109 2015 APRIL 8, 2016 PROPOSED GARAGE ^ I A OWTS SYSTEM - (NOTES) JANUARY 2, 2017 ADD PROPOSED GARAGE \ 1. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS 550 GPD. FEBRUARY 20, 2017 STAKE PROPOSED GARAGE YY US- FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. 2. A IOFT MIN. DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED NOVEMBER 3, 2017 ADD PROPOSED GARAGE DRAINAGE 3. ALL S G 4. IINSTALLERMUST LHOLD SEALED SO WASTE LICENSE PURSUANT TO CHAPTER 563 JUNE 7, 2018 ADD PROPOSED HOUSE v� �P v ARTICLE: VII WITH ENDORSEMENT J. MAY Z7, 2019 REVISE SITE PLAN 5. I/A SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN SEPTEMBER 25, 2019 ADDED BUFFER o J� v ACCORDANCE TO ARTICLE 19. JANUARY 27, 2019 REVISE SITE PLAN �Q 9. ��� 5. OWNER SHALL EXECUTED O&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER �`�$1 s a•. ; 7. VENT IARTICL/A WITH A MIN 2" DIA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 -- f � INCHES ABOVE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 Fr FROM ANY WINDOW AREA = 21 ,907 sq. ft. OR DOOR. 0.503 ac. 8• . ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE �G �� �Q �� Dory SYiTEM LOCATION. '7 J�V °a QP \� Gl I 9. PAMEL SHALL MEET (NEMA) 4X SPECIFICATIONS. Q �F P' Q� 10.CCNDUiT SHALL HAVE APPROPRIATE SEALS TO PREVENT GAS AND MOISTURE FROM • f REACH NG THE CONTROL PANEL. 11.SY3TENI SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL \ `C/ ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY �;=F- t_+11. OCCUPANTS OF THE RESIDENCE SERVED. __ - + .-,. s, •,._� 12.AERATOR AND OPERATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM -,r.. O' 12 tan._ 6. RS._:i 1._ '<... .^?-^,i D�e�, Q� yc ACCESS OPENINGS. 3T O J •° �O h G c9 �� �, f •J'��� \ �� N " 2-1/2-VENTILATION PIPE SCUM BAFFLE B CHAMBER Volume(gal) " m Sedimentation Chamber 397 -B 7.1 -1' ® Anaerobic Filtration Chamber 396 \oL �+ (3) Aerobic Contact Filtration Chamber 181 F + G Storage Chamber 90 4 OJ G' '.�'y - ECIRCULATION v • • FGOB \�O �f\ ®'x AIR LIFT PUMP (3) Disinfection Chamber 6 \ / ISINFECTION Total Volume 1069 CYLINDER (OPTIONAL) V� •�" f \�` 4"INLET PIP- �. OUTLET PIPE SPECIFICATIONS a JA Anaerobic Media PP/PE Filling Rate 32% p4 $ 4" Aerobic Board e Aerobic Media PVC/PP/PE Filling Rate 17% Aerobic Media PP/PE Filling Rate 55% Blower 2.8 cfm --EFFLUENT Tank FRP f INLET WFFL AIR LIFT PUMP PVC/PP/PE \S• �0'� \. X® Access Covers Plastic/Cast Iron •. . " , . \ \ U) Q�' \ CD Disinfectant(Optional) Chlorine Tablets e d 'OC%')� IR INTAKE RECIRCULATION PIPE OW BAFFLE CP.• 'Q y� r FLOW OPENING (TYP. (CLEANING OPENING) B N PLAN VIEW t, C� % \ '�,< ✓Ol l ISINFECTION -t \ 9O\,- 111"MANHOLE(TYP)II15" MANHOLE(TYP 24"MANHOLE(TYP CYLINDER (OPTIONAL) 4' MANHOLE 3 Y . 20� N�AaP -tt OW OPENING CARD TYPE '';,;,•;'` 4 CONTACT MEDIA O x .• ; \ Ry�o�YR\ as � '�: `•'y�'.�' X X y T I• A, ECIRCULATION ASSEMBLY CZ YL £ ` EROBIC MEDIA G Nx l\ \ r AERATION ASSEMBLY IE t;G \do TEST HOLE �� �� BOO�VpO n 2 < o i+z mf c SECTION A-A VIEW � sl ,4z !L� ® SECTION B-B VIEW �' s .a �y TEST HOLE DATA �c o •' u �. is off ,:. ''. ee FUJI CLEAN CEN-% TREATMENT SYSTEM 1j N� (NOT TO SCALE) DUG BY NATHAN T. CORWIN Ill, L.S. ON 1112012019 EL. 14. TOP SOIL ` \ vNGf _Co - 4\ 5 _ alTT-� r-=•( y --�t tri- d .r_".1.In f(�l � .,I.t� : Lan.-h BROWN SILTY SAND SM ,•' O I ?LT"i a..,<.. Y a,a. 2.5' Q'Y ry qt7 3,r :��-a PALE BROWN FINE TO COARSE SAND SW Z \ O CK w� '`" R`'__.F. R\ �/ f . ...r m� - HIGHEST EXPECTED GROUND WATER �' DPA . } � /�� �K n EL. 2.8i m \N• o ::;+;;::.;'•;: ryRP ! r f•F M --- ------- -- HIGH WATER ELEVATION 1.8' A > a` to ::.': ;`., ?. RV -r1 11.9' 1' ABOVE AVERAGE HIGH WATER MARK G n � yr 13.6EL. 1.1 ' OBSERVED GROUND WATER �4 "" b' - P•xre WATER IN e' O (1fi PALE BROWN FINE TO �cG O\A3' a. *r R COARSE SAND SW a ' P� L 14.6 )yam %' \\ 1" r" mxe>y 1"'':�.�m c• . _ .... t.... i.,. .._ . ,+.. 14' .a• G Lc^ -- - - -..- :::::. ..3?•..... E. TYPICAL STORMWATER UNIT '�� - (TOPS TO BE TRAFFIC BEARING) FoGoe\ �. e> > F NOT TO SCALE eo��5 0°w R oN *.. G N� � \.\N Al GP E� ::: CAST IRON INLET FRAME & COVER PN Nt�pv \NSSPOWTy ' c�R " �7\N' QC.:::.::s �1 (FLOCKHART #63518 TYPE 6840) 3\GUL L a TO 5v1 FINISHED GRADE OR 6" THICK REINFORCED CONC. CO1. DER tppy?P� \N \SS\N0 ORE �a �I i ., d�pq......: �� --- - -_ •-"` "" - "`-__ _ __ w- 8" TRAFFIC BEARING SLAB max. G� FX B u4 s O : r r C°PR F5 fPi <1'[�CTc ✓ tt' �Id ( ) to E .w 0^.ATER 1.1 v-(..) .ti...�:_ al. :3. •.,O Vo.F COUNTY r-j,- F g�i s:.�•Lii,� v".�.•"i�VICw�'Y. C s .:�UFFCLE6 COU,�1 PIPE FROM ROOF GUTTERS cs O g'_Q" u Os G . .f b 1 L@J. T4 ' TO CRUSHED 3/4" - 1-1/2" STONE t 0. ALL AROUND R 14.4 14.6 5 .,•,�.....> ,a , : w...,:,.•. " ..W� r. a.v., � � • � ,,.'P� ,. fi". ;ro{ti<At Ry�,`.f,.° LEACHING RINGS FOR ♦ r C r• v M. _A 4.:.1�w`..�.1 7. 7n REINFORCED PRECAST CONC. 5 • 4' b . °a r..,. ` 3'-0• 4000 PSI 028 DAYS 3'-0" \N� ,RP �E Ov�o '�e .- 1 " ..m..__ W�� ` ..r = f�A ,. _ t cat \ s, c• ,.,; ''`' I_ ;" `�'. ;" 1 (min.) 4" (min.) �S� F • .4 l'•;:.•. p '� • �p ER - �X toe n N 5 deGP s g� 60 14,0 8 9� GROUND WATER o t ,) BINK DRAINAGE SYSTEM CALCULATIONS: O `� t �°P ° NEW ROOF AREA: 2,350 sq. ft. N �(� ✓ i' 2,350 sq. ft. X 0.17 = 400 cu. ft. � p 400 cu. ft. 42.2 = 9.5 vertical ft. of 8' dia. leaching N+ �F yr / g pool required vI_. �. PREPARED PROVIDE: (2) 8' dia. X 5' high STORM DRAIN POOLS v1�Sj� J��N�O 6L e° �Q5 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED NEW DRIVEWAY AREA: 3,200 sq. ft. fL /00`) WF M� �.� BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 3,200 sq. ft. X 0.17 = 544 cu. ff. Alp, FFE gVcN• � �N N�gV\�� � � � TIOR SUCH TLE ASSOCIATION. THE NEW YORK STATE LAND 544 cu. ff. / 42.2 = 12.9 vertical ft. of 8' dia. leaching pool required pR� PN 59E' �',goo 1y -- PROVIDE: (2) 8' dia. X 7' high STORM DRAIN POOLS N p\ oNo ' co 24"0 COMPONENTS THIS ACCESS ONLY PROPOSED SEPTIC SYSTEM DETAIL I��G Vo yY -? .; g A 20"0 HDPE SECURE HEAVY COVER BY POLYLOC 20" sAFIY SCREEN BY POLYLOC (TYP.) (NOT TO SCALE) ( ELEHVOUS17.0' FINISHED GRADE FINISH GRADE o(Y') ELEV. 15.0' ELEV. 15.0' ° CLEANOUT PRECAST REINFORCED CONCRETE COVER \ `e, BURIED 1' DEEP min. 2' DEEP max. �•q MIN. 4' is TOP EL. 13.5' -1' MIN. "' . .-�^�,C $N MIN. 4" DIA. , .S. Lic. No. 50467 APPROVED PIPE B. ° s INV. EL. PITCHED 1/4'/1' APPROVED PIPE LEACHING LEACHING T 3' CLEAN 14.1' INVERT I I/A OWATS TANK Cn min. PITCH 1/g�1' GALLEY GALLEY SAND UNAUTHORIZED ALTERATION OR ADDITION ---- ELEV. 14.0' FUJI CLEAN CEN-7 J INVERT o o a COLLAR TO THIS SURVEY IS A VIOLATION OF TREATMENT SYSTEM ELEV. @ INV. EL. 12.7 SECTION 209 OF THE NEW YORK STATE Nathan Taft Corwin Ill ION T n' I•s^�'g' �-g'-y�•.l Z w �' p r I�-8•2 --- lZ^?------------------ _---------- --- - HIGHEST EXPECTED GROUND WATER THHECOPIES LANDF URIVEYOR'S�INKED SEAL MAP NOT ORLan Surveyor -------------------- 11-- -- ELEV. 2.8' EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. BOT. EL. 8.9' BOT. EL. 9.0' CERTIFICATIONS INDICATED HEREON SHALL RUN GROUN) OBSERVED WATER ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. FUJI CLEAN CEN-7 LEACHING GALLE' ELEV. ',1' IS PREPARED, AND ON HIS BEHALF TO THE Joseph TITLE COMPANY, GOVERNMENTAL AGENCY AND A. In9 e9 no L.S. TREATMENT SYSTEM 1. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. LENDING INSTITUTION LISTED HEREON, AND Title Surveys - Subdivisions - Site Plans - Construction Layout 5 BEDROOM HOUSE, SINGLE FAMILY DWELLING = 550 GALLONS PER DAY 4 GALLEYS; 4' DEEP, (8.5'x 4.75') TO THE ASSIGNEES OF THE LENDING INSTI- USE: (1) FUJI CLEAN CEN-7 TREATMENT SYSTEM - 700 GALLONS PER DAY 2, LEACHING LEACHING GALLEYS ALLE URESE TO SOLID DOHE CONSTRUCTEDAND/O OSLABS.CAST REINFORCED CONCRETE (OR EQUAL) TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 FOX (631)727-1727 STRU3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE EQUAL.). THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS 4. A 10' min. DISTANCE BETWEEN LEACHING GALLEYS AND WATERR LINE SHALL BE MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC SANK SHALL BE MAINTAINED. AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 CD L• ��' SURVEY OF PROPERTY CD �F4, SITUATE LAUREL \ TOWN OF SOUTHOLD \\ SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 128-02-06 \ \ SCALE 1 "=30' \ AUGUST 10, 2015 \ 30 �K APRIL 8, 2016 PROPOSED GARAGE 6\ JANUARY 2, 2017 ADD PROPOSED GARAGE 41 \ FEBRUARY 20, 2017 STAKE PROPOSED GARAGE NOVEMBER 3, 2017 ADD PROPOSED GARAGE DRAINAGE ' JUNE 7, 2018 ADD PROPOSED HOUSE 60 MAY 27, 2019 REVISE SITE PLAN SEPTEMBER 25, 2019 ADDED BUFFER JANUARY peJ� '� PLAN JUNE 23, 20200FOUNDATION9 REVISESITE LOCATON li ,� p a . :. �� 16Y1 6 AREA = 21 ,907 sq. ft. ti 0.503 ac. F Q O \. Fo�o`' o i OTES: ,� ''rl , 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM •: � �O j a vPa o� EXISTING ELEVATIONS ARE SHOWN THUS:,Mg . � • /moo °�' � \°� �� 0�°e'°a yO� \► 1 �q5 9 C� \ CIO. .. E2x Z0 0 �J�QgP 01- \• Eva��R m A i ' s;• o POSE \ A yo \ 147 wa°OMP°S� G� by £ '\ 14.7 f ° 7N .e O Q C'' O • N 5 9 T � . GE •e 1E • `. .a \ POSE pR OR�G�E SSGP A. .d' �C��' 14-4 `� rn .• �60? � Zoo �'- �• NGRg ON i Vw"0 lo 1 �o T tOP 1� lT� G •:3I � r � o '� O G 16a 0 \6� . : 'o• 32 . < :.. ) \> 74.0 s � \ _rnQ ° � 0 NCE WITH THE MINIMUM S o STANDARDS�PSB��M� E� O° Qom,ea PREPARED I FOR TITLE SURVEYS AS ESTABLISHED M �D BY THE L.I.A.L.S. AND APPROVED AND ADOPTED Yj000 N���pCENfP9 `' FOR SUCH USE BY THE NEW YORK STATE LAND N�*k TITLE ASSOCIATION. M COG wo or Dry��p S V �`O. J ry. Y A.Y C 0 -Ky N.Y.S. Lic. No. 50467 'UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTIOION209 OF THE NEW YORK STATE Nathan Taft Corwin III EDUCAT LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Y IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY 17 SITUATE LAUREL \\ TOWN OF SOUTHOLD \\ SUFFOLK COUNTY, NEW YORK \ S.C. TAX No. 1000- 128-02-06 \\ SCALE 1 "=30' \ AUGUST 10, 2015 \ APRIL 8, 2016 PROPOSED GARAGE JANUAR\ 2 2017 ADD PROPOSED GARAGE FEBRUARYY20, 2017 STAKE PROPOSED GARAGE \ NOVEMBER 3, 2017 ADD PROPOSED GARAGE DRAINAGE �G�p 1 �� JUNE 7, 2018 ADD PROPOSED HOUSE MAY 27, 2019 REVISE SITE PLAN p gJG SEPTEMBER 25, 2019 ADDED BUFFER JS10�Jt�v JANUARY 27, 2019 REVISE SITE PLAN �.J JUNE 23, 2020 FOUNDATION LOCATION 0 a 0 APRIL 27, 2021 UPDATE SURVEY Y APRIL 1, 2022 FINAL SURVEY QJ0 • �' t•n .;QPj � �• DECEMBER 14, 2023 UPDATE SURVEY AREA = 21,907 sq. ft. 0.503 cc. O °�°`� o•� N r ii: J'7 r ^ .f• •r� �� tt: f ~.l)• ^'ti �;•' i"�} ) Y fc 1 C'n C II' 0 J /t`I':GI E I:`:F+"1LY Rl,'sC' •• ..d• ��G '• \C1 + l.f�i�'•...Iji. ---4��L�,;�.� I..I•C rt,i" fr,� _. r`.. .. ..'y ( ..� t' ei1� The' /� l + •e;.��\ l :i o.l)�:����:i';, .'�F'•. r;_, �,�:'i.n knf-i S t•.i — +-F �•\ 1�:��.•:f��'..�c,.'�1:' .e:li •7i:1� sl, a µi(ate a ��I �� �`'(� '�: ` \�•.. �• � �'t'i..IL ud s,:'it 'T,•1'y i't.Si:.. .�r�„�, .i.��. il, �� rf' ..l f„`A,:, ' _ Z. sjs. S 11 tN \ • I . .•.'AST �+.'i , :.."�[:�.".•', F;'r CID, .d -N� r r • (� r-.%o +.. . +'^• d•`�•. . : *f C /ego yF 3 f s !/'~ q gC T '1`pp d 1. V• f • \ ♦•di w n `• l' f Gam+ •�, `\ • fi O G c� •' \ ;� -�' � _d \ •' " N SEPTIC SYSTEM TIE MEASUREMENTS "\ HOUSE HOUSE �l`. • a \ GARaOE CORNER A CORNER B �`\ �FUJI •`� COVER EN7 23• 19' o d A`_.IM o FUJI CENT .d A ' .s COVER 2 20.5' 16.5' FUJI CENT COVER 3 19, 14.5' sa Z° LEACHING 32• 32' ;• . �^ " �N°RN gS GALLEY COVER 1 �, ° LEACHING N GALLEY COVER 2 58' 58' �i� P� o �U) CLEANOUT 13.5' 3.5' �.• + � y� G�O.c s �84 m 1g4 �S GG W C4, tOP OF / \ � Na \ b t .� m�� � pS PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED �Y BY THE LIJLLS. AND APPROVED AND ADOPTED ��d� FO ASSOCIATION R SUCH USE BY THE NEW YORK STATE LANDNp�SN °4 ,�1 V� e\%%1IIIl��/// 5 ,........,'�F��. 0 =_ m . Z' ''j '•• d67 .•" Q' �� SUR�,`���� N.Y.S. Lic. No. 50467 UNAUTHORIZD ALTERATION OR ADDITIONTO THIS SECTION EDUCATION LAW. YFSTHE NE�WnYORK STATE Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley ONLY TO THE PERSON FOR WHOM THE SURVEY y J. Isaksen, Jr. L.S. IS PREPARED, AND ON HIS BEHALF TO THE Joseph A Ingegno L.S. I TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 I 6- T I IIIII if 11111 if fill 11 1 CE 1 /^\ 12 REVISIONS D E S C R I P T I ON iams, --- --- i TTi Z Y uJ o O 0 -j0 FRONT ELEVATION (north) m SALE: 1/4"=1'_0" W W Q CC m w 0 Uz = z \\\ W U °j 0 J wW OD 011) Q c0 J ' LL 2 / \ i Charles M. Thomas ;Mdg Dept Copy from BA a r c h it e c t i Final :tt"v0d do aments I PO DDX 877 JAAIESPORT, NY 11947 (631)727-7993 ZBA File�]a,L, �{ Date: / �/ ( -T ROD o Er-4 V�U Elvc o O-4 _ ELEVATIONS REAR ELEVATION (south) aisna 2 SCALE: 1/4"= 1'-0" - CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA _ °�• TS GROUND RIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN I i'OW 'SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN S TERMINATE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TEMP. REQUIRED INDEX I m 1:0 No No xs a W.WE w' MODERATE I ; ma rave TO Iran a TFS ss9 Eval IEl°S T W IfalWl bill I RECWIflTll TO 1NF(YtIfJNAI SIZE FOR NHICN THEY WERE PREPARED.REUSE.REPROOUC170V OR PIIBDGTON B7 ANY 11EOlOD,W YMOEC+'W YMT,6 PROHIaDED IXCEPT aT BRITiEN PERW59ON FROu INE ARCHI7EGT.7111E TO THESE PUNS SHALL REMAIN ri11H THE AROMIIECLNAIAL CONTACT Ni7H IME1A SHALL CONSTITUTE PRIMA FACE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. r ARCHITECcl REVISIONS D E S C R I P T I O N 2 2 s \ 1 L 2 6 2 2 i 2 2 • 3D 0 410510 3C Ac --- s Lu LL -————————————————— —: -------------- -------- Lu ® � 0 ?- /^e \ SIDE ELEVATION (EAST) SCALE: 1/4" 1'-0" • W mW 0 Uz M z U Q � 0 wW oD / ' LL ddc meats Charles M. Thomas kj _ a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631)727-7993 PROECi A 1 3 f0 30 10 3 10 30 10 _ FOUNDATION PLAN FIRST FLOOR PLAN 6i5nB _ -- PN05Li Pn - pRA NG 9Y i5 E SIDE ELEVATION (WEST) Puv un rf 4 SCALE: 1/4"=1'-0•' W 002 00 Pr Rrcw-m}uc m,=Al mi M A IUFY¢ F PRFPARM RFII..V.REPROOUCTIM OR PUBLICATION BY ANY METHOD.N YMOLIE OR IN PART,5 PROHIBITED EXCEPT BY WRITIM PERMMOM FROM ME ARLFRTECL MLE 70 THESE PLAN SHALL REMAIN YAM ME ARCHIIECLVISUAL CONTACT W1M RESRIICDONi THEM SHALL CONSTNTE PR161A FADE EYIOENLE OF ACCEPTANCE OF THESE YH 32'-0' J2-�• ..C /II 0 0 'V ARCHITECT 16'-4• w REVISIONS DES CR I PT ION COVERED PORCH SCREEN PORCH - BALCONY M It "ar," DINING MASTER ° BATH � � o 18'-0• GREAT �-a T � .I . ISIM ROOM r, MASTER �y L d,e ----------- BEDROOM F15i (���/_�� WALK IN1 14 CLOS ( ' r 6. I ----------- Z Y I I W > � Q J 0KI T C H E N 12 ' ti BEDROOM O\ _U Z •' P Y I _ � Z 48 U LAUNDRY I r— q BEDROOM O — o s'-o' I.I Y-2. /'1 POWDER I W w ' �\JI a ls•-2• � � � p aaTHryb°o ,, I I WALK IN I I CLOS ^° W IO j VRIII I O DN 17 R NEOFBALCONIrABOVE OPEN TO FOYER FOYER BELOW b BEDROOM BEDROOM .; .� ,3'_0• Charles M. Thomas e a r c h i t e c t PO BOX 871 JA I.EMT, NY 11947 (631)727-7993 PROEGi COVERED I I Y PORCH t3-0 I I I I FIRST FLOOR PLAN Bldg DaW=1607F 6-0• le 2.0• Fora:ni!fZBA E^1; 332'-0• Date: oec w ' ❑A 003 00 rP-"), FIRST FLOOR PLAN P­'� SECOND FLOOR PLAN 1 SCALE: 1/4"= 1'-O" 2 SCALE: 1/4"= 1'-D" _____--____------- novauu CIl< PPFPlNRI RNff.RFPRO6UC11DN OR WfiDG11GN BY ANY METHOD.N YAiDE 64 R!FART,6 PRCHI6IlED EXCEPT BY WR111EN PER16551DN FROM ME ARCHITECT.TITLE TO THESE PLANS SHALL RF11AR11417H THE ARDOTEL7.YISIIAL CdNTACi M71H 1HOt SHALL CONSTITUTE PR6U FADE ENDENLE OF ACCEPTANCE Of THESE RESTRICTIONS. REScheck Software Version 4.6.4 Compliance Certificate Project FROEHLICH RESIDENCE Energy Code: 2015 IECC Location: Laurel, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,283 ft2 Glazing Area 16% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 6130 PECONIC BAY BLVD BILL FROEHLICH Charles Thomas LAUREL NY Charles Thomas R.A. SOUTHOLD, NY PO Box 877 Jamesport, NY 11947 631 727 7993 cdthomas63@aol.com ,Compliance: Passes using LIA trade-off Compliance: 7.0%Better Than Code Maximum UA: 442 Your UA: 411 Maximum SHGC: 0.40 Your SHGC: 0.24 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. 11.1-Factor UA Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1,748 21.0 0.0 0.044 77 Wall 1:Wood Frame, 16" D.C. 1,494 21.0 0.0 0.057 71 Window 1:Wood Frame:Double Pane with Low-E 225 0.310 70 SHGC: 0.29 Door 1: Solid 16 0.400 6 Wall 2: Wood Frame, 16"o.c. 1,440 21.0 0.0 0.057 68 Window 2:Wood Frame:Double Pane with Low-E 255 0.310 79 SHGC: 0.19 Ceiling 1: Flat Ceiling or Scissor Truss 1,535 49.0 0.0 0.026 40 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 building has bee desi to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requiremen ist d I" �R Inspection Checklist. Name-Title Ignatur Dat AJf<� 8 t, Project Title: FROEHLICH RESIDENCE �'9r� �®�, Report date: g02/14/20 Data filename: C:\Users\Fred\Documents\REScheck\BILL FROELICH.rck Pa e 1 of 9 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% 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 Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 !documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the p) building envelope.Thermal ❑Not Observable ; ;envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and IE]Complies 103.2, ;documentation demonstrate ❑Does Not 403.7 jenergy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable Q) Systems serving multiple ( ❑Not Applicable Idwelling units must demonstrate 3 compliance with the IECC Ir (Commercial Provisions. 1 ; 302.1, ;Heating and cooling equipment is: Heating: Heating: ;❑Complies 403.7 )sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Manual J or other methods ; Cooling: � Cooling: ;❑Not Observable ; approved by the code official. Btu/hr Btu/hr : i ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 12 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: FROEHLICH RESIDENCE Report date: 02/14/20 Data filename: C:\Users\Fred\Documents\REScheck\BILL FROELICH.rck Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation QDoes Not A•; and extends a minimum of 6 in.below V ;❑Not Observable; grade. 3 UNot Applicable 403.9 ;Snow-and ice-melting system controls:❑Complies [FO12]2 i installed. :❑Does Not l ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: FROEHLICH RESIDENCE Report date: 02/14/20 Data filename: C:\Users\Fred\Documents\REScheck\BILL FROELICH.rck Page 3 of 9 Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value . Complies? Comments/Assumptions & Req.ID ' 402.1.1, I Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ! ❑Does Not ;table for values. [FRl]1 ❑Not Observable !❑Not Applicable 402.1.1, 'Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). i :❑Does Not ;table for values. 402.3.3, I 402.3.6, I i ;❑Not Observable ; 402.5 ❑Not Applicable [FR2]1 I I 1 I 8 303.1.3 j U-factors of fenestration products ❑Complies [FR4]1 !are determined in accordance fr ❑Does Not U jwith the NFRC test procedure or j ❑Not Observable !taken from the default table. t ❑Not Applicable 402.4.1.1 'Air barrier and thermal barrier iit - ❑Complies [FR23]1 installed per manufacturer's t ❑Does Not !instructions. v []Not Observable ; i ❑Not Applicable i 402.4.3 ;Fenestration that is not site built I I❑Complies ; [FR20]1 I is listed and labeled as meeting i ❑Does Not I AAMA/WDMA/CSA 101/I.S.2/A440 CO) ;or has infiltration rates per NFRC []Not Observable 1400 that do not exceed code ❑Not Applicable ±limits. 402.4.5 I IC-rated recessed lighting fixtures ❑Complies [FR16]2 (sealed at housing/interior finish �• ;❑Does Not land labeled to indicate_<2.0 cfm s 'leakage at 75 Pa. ❑Not Observable } i❑Not Applicable 403.2.1 ;Supply and return ducts in attics (•" {❑Complies [FR12]1 i insulated >= R-8 where duct is ❑Does Not j>= 3 inches in diameter and >_ R-6 where < 3 inches.Supply and f ❑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. f ; 403.3.3.5 ;Building cavities are not used as ❑Complies [FR15]3 !ducts or plenums. ❑Does Not J ; IE]Not Observable j • ;❑Not Applicable 403.4 HVAC piping conveying fluids R- ; R- ;❑Complies [FR17]2 above 105 °F or chilled fluids UDoes Not U3elow 55°F are insulated to >_R- :[-]Not Observable ❑Not Applicable 403.4.1 I Protection of insulation on HVAC ❑Complies [FR24]1 piping. IE]Does Not l� ❑Not Observable i 3❑Not Applicable 403.5.3 !,Hot water pipes are insulated to ; R- R- ;❑Complies [FR18]2 3>_R-3. ;❑Does Not i ) i ;❑Not Observable j i❑Not Applicable 403.6 )Automatic or gravity dampers are; ❑Complies [FR19]2 !installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable IE]Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 FLow Impact(Tier 3) Project Title: FROEHLICH RESIDENCE Report date: 02/14/20 Data filename: C:\Users\Fred\Documents\REScheck\BILL FROELICH.rck Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: FROEHLICH RESIDENCE Report date: 02/14/20 Data filename: C:\Users\Fred\Documents\REScheck\BILL FROELICH.rck Page 5 of 9 Section Plans Verifiea Field Verified # Insulation Inspection Complies? Comments/Assumptions & Req.ID' Value Value. 303.1 �AII installed insulation is labeled ❑Complies [IN13]2 )or the installed R-values []Does Not i provided. i ❑Not Observable I 11]Not Applicable 402.1.11 Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood :❑Does Not ;table for values. [IN1]1 {❑ Steel ❑ Steel Not Observable v T Not Applicable i 303.2, ;Floor insulation installed per ❑Complies 402.2.7 ;manufacturer's instructions and ❑Does Not [IN2]1 I in substantial contact with the ) ;underside of the subfloor, or floor ❑Not Observable ;framing cavity insulation is in ❑Not Applicable . I contact with the top side of sheathing, or continuous insulation is installed on the s ; underside of floor framing and f !extends from the bottom to the f i top of all perimeter floor framing members. ; 402.1.1, ;Wall insulation R-value. If this is a; R- R- E]Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.E wall insulation on the wall ;❑ Mass ❑ Mass bNot Observable [IN3]1 !,exterior,the exterior insulation 10 !requirement applies (FR10). ;❑ Steel ❑ Steel :❑Not Applicable 303.2 j Wall insulation is installed per ❑Complies [IN4]1 I manufacturer's instructions. ❑Does Not i ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: FROEHLICH RESIDENCE Report date: 02/14/20 Data filename: C:\Users\Fred\Documents\REScheck\BILL FROELICH.rck Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions : & Req.ID' " 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, 1 ❑ Wood ❑ Wood !❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [Fill' 1 ; ; ;❑Not Applicable i 303.1.1.1„Ceiling insulation installed per ❑Complies 303.2 ;manufacturer's instructions. ❑Does Not (FI2]1 !Blown insulation marked every El Observable 300 ft2. ❑Not Applicable 402.2.3 ;Vented attics with air permeable S '❑Complies [FI22]2 ;insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. a ❑Not Observable ❑Not Applicable 402.2.4 {Attic access hatch and door R- R- ElComplies ; [FI3]1 1 insulation >_R-value of the ❑Does Not adjacent assembly. ;❑Not Observable ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 ach in Climate Zones 1-2, and !❑Does Not I<=3 ach in Climate Zones 3-8. 1 ;❑Not Observable ; ❑Not Applicable 402.4.2 ;Wood-burning fireplaces have }t❑Complies [Fl8]2 !tight fitting flue dampers and !❑Does Not outdoor air for combustion. ❑Not Observable !❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [17I4]1 ;cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not 1<=3 cfm/100 ft2 without air j handler @ 25 Pa. For rough-in {❑Not Observable ;tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.2 i Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F[27]1 'determine air leakage with ft2 I ft2 ;❑Does Not either: Rough-in test:Total ❑Not Observable ;leakage measured with a ; !pressure differential of 0.1 inch ;❑Not Applicable ;w.g. across the system including !the manufacturer's air handler ;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 !including the manufactur'er's air handler enclosure. 403.3.2.1 ;Air handler leakage designated r ❑Complies [F[24]1 1 by manufacturer at<=2% of ❑Does Not ! design air flow. _ []Not Observable ❑Not Applicable ! 403.z.1 Programmable thermostats I ❑Complies ; [A j installed for control of primary j ❑Does Not heating and cooling systems and initially set by manufacturer to I ❑Not Observable code specifications. ❑Nat Applicable 403.1.2 1 Heat pump thermostat installed ❑Complies [FI10]2 Ion heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable ! 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: FROEHLICH RESIDENCE Report date: 02/14/20 Data filename: C:\Users\Fred\Documents\REScheck\BILL FROELICH.rck Page 7 of 9 Section Field Plans Verified Verified #. Final Inspection Provisions Complies? Comments7Assumptions & Req.lU - Value Value- 403.5.1 Circulating service hot water i []Complies [FI11]2 'systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable :. I❑Not Applicable 403.6.1 All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed - ❑Does Not 'HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 403.2 "Hot water boilers supplying heat f❑Complies [FI26]2 'through one-or two-pipe heating ❑Does Not systems have outdoor setback []Not Observable j control to lower boiler water } ❑Not Applicable ;temperature based on outdoor ]temperature. 403.5.1.1 1 Heated water circulation systems ❑Complies [FI28]2 have a circulation pump.The ,❑Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply[ - ❑Not Applicable pipe.Gravity and thermos- pp syphon circulation systems are not present. Controls for , circulating hot water system ; pumps start the pump with signal i 3for hot water demand within the occupancy.Controls ; I automatically turn off the pump ` I 3when water is in circulation loop G is at set-point temperature and no demand for hot water exists. ; 403.5.1.2 3 Electric heat trace systems -, ❑Complies [FI29]2 s comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically ° ,adjust the energy input to the f❑Not Observable , heat tracing to maintain the ° ❑Not Applicable desired water temperature in the i piping. f I 403.5.2e ,Water distribution systems that ❑Complies [F[30]2 " have recirculation pumps that *❑Does Not ,,pump water from a heated water _ . supply pipe back to the heated ❑Not Observable water source through a cold # []Not Applicable water supply pipe have a demand recirculation water a ,system. Pumps have controls ; that manage operation of the - { pump and limit the temperature i{ J of the water entering the cold # ; jwater piping to 1049F. ! 403.5.4 Drain water heat recovery units I ❑Complies [F[31]2. tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ( ❑Not Applicable individual units connected to one +or two showers. Potable water- 1 side pressure loss of drain water " heat recovery units < 2 psi for f ° individual units connected to three or or more showers. 404.1 '75%of lamps in permanent i❑Complies [FI6]1fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage I i❑Not Observable ; # Not Applicable lighting. 11 High Impact(Tier"1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: FROEHLICH RESIDENCE Report date: 02/14/20 Data filename: C:\Users\Fred\Documents\REScheck\BILL FROELICH.rck Page 8 of 9 Plans"Ve Section rified Field"Verified # Final Inspection Provisions Value . Value Complies? Comments/Assumptions Req.I& D' 464.1.1, j Fuel gas lighting systems have ❑Complies [FI23]3 ;no continuous pilot light. ❑Does Not i ❑Not Observable j ❑Not Applicable 401.3. 'Compliance certificate posted. r IE]Complies ; [FI7]2 i ❑Does Not i ![]Not Observable { ❑Not Applicable 303.3. i Manufacturer manuals for I ;❑Complies ; [FI18]3 ;mechanical and water heating UDoes Not •systems have been provided. ❑Not Observable i !❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: FROEHLICH RESIDENCE Report date: 02/14/20 Data filename: C:\Users\Fred\Documents\REScheck\BILL FROELICH.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 0.19 Door 0.40 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments QT \) A C S I 1,-- -1 11 f F-VIF-I, I T- 11 TI i -I -T R s IN1 E�Rd _ / / \ \ A P' LT A c l Er g�, REVISIONS D E S C R P T I O N \ 12FFT - ro/ — A / \ - - -- _- HN I r JL- \ 7ILLL _0" T.O. WINDOWS \ o 36" HIGH 24 6 2 6 L3 6 3 6 3 6 3 6 EG SS EG SS EG SS EGIF ESS iv M PH TACIT TU L7 rf'-14F,11 FTTq- - -- I - -- r � - - - - - ---- - -_ -- _ - _ - - --_ - --- L -- T.O. SECOND FLOOR - - - - 10'-0" PLATE HEIGHT t L K Y R 8'-O" T.O. WINDOWS 5/4"x4" WINDOW - - - & DOOR SURROUNDS (TYPICAL) O I 12"X12" COLUMNS 14d 1 2 2 2 6 O 1 30 10 410510 30510 0D EGFESS EGFESS LJ ui T.O. FIRST FLOOR ® m10 0 ® W >- E S I D E ELEVATI ON (EAST) 3 SCALE: 1/4" = 1'-0" W Q m > W a uz TC FLUE 2'-0" ABOVE z A 10'-0" HORIZONTAL O TO ROOF � U - - cLE ��E U _ - - - - -. - - - - - -- - - - -,- -- - r, ..1 _-1 14 - A. � _ 8'_0" PLATE HEIGHT 7'-0" T.O. WINDOWS i 0 3 6 3 6 3 6 3 6 Tr 3s" HIGH c - - - - 3 6 11 EG SS EG SS EG SS EGR ESS T _- - 1-T EG SS M 4 _ -� Charles M . Thomas -I Lid I, Ill I ill 1-111---LL!--I I U-1 LL!-A-1 1-111-1 J - , - - - - a r c h i t e c t T 0. SECOND FLOOR 10'-0" PLATE HEIGHT 1 s� PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 5/4"x4" WINDOW 8'-0" T.O. WINDOWS & DOOR SURROUND _ _ _ I PROJECT (TYPICAL) RI K F1iAN t L A H LE A 12"X12" COLUMNS 10O iiiiiii 30510 30 10 30510 30 10 bo EGR SS EG SS EG SS _ EG SS - - SIDE ELEVATIONS Trt __ T.O. FIRST FLOOR - - - DATE: 6 3 19 PROJECT No. DRAWING BY. FS E S I D E E L E V A T I O N (WEST) CHK BY. 4 SCALE: 1/4" = 1'-0" DWG No. [A]-FO 0 2 - 00 2OF6 THESE DRAWIE AND ACCOMPANYING SPECIFICNTIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 32'-0" ----- 32'-0" 16'-0" 8'-0" 8'-0" 7'-9" 8'-3" 4"X4" ACO POSTS 12"X12" COLUMNS (3) 14" M HDR (3) 14" L HDR ��'� ---�� �'� ARCHITECT f 16' 4" 3"X3" ALUM POSTS BY 'FEENY RAIL' ®�_4" ROOF DRAINS PIPE '`rn REVISION JDESCRI PT ION cn N LAG BOLT PER SPEC AND POST COVERS AS TO LEACHING POOLS 1 W W SELECTED PER OWNERLd i _ COVERED cn 0 N 0 PORCH N O N O N = °° SCREEN N I J to ® PO RCH ® 0 0 v 7 1 BALCONY _ = M C) SINGLE PLY RUBBER ROOFING cn OVER 45# ROOF FELT FWG 12080- 27'-0" ----- - 3-11 7/8 ML — = 2'-6" 6'-9" 6'-9" 6'-9" 6'-9" 2'-6" J 15'-0" a- r 3046 3046 " 3 11 " L FLUSH =O EGRESS EGRESS 41 510FWG 0611 w _ — 3) 14 ML FLU H _ _ O ow — a — — — — — — — — — — — — — — co 0 I r — -2-11-7 8" ML 2-11 7/8" ML 2-11 7/8" ML o r�w M 14 TJI ,1o1sTs 360 SERIES I ,� = 1 orn 1 M N N FREESTANDING 2'-3" N O t� j FWG 1 080-4 TUB _ _ 3 14" ML FLUSH _ ------ — - - -- SHOWER O ' ~3-11 7/8 ML~ = N o'' DINING 1s'—o" M 0 CO <61 WV) � MASTER "w BATH 18,-0" 71t; of I 0 it 125 CFM EXHAUST FAN TO EXTERIOR �w III co 2"x10" CJ ® 16" OC. 0 I i N R-49 INSULATION (3) I- o N 1 o W G R E A T `n R O O M. N " ~ V ISLAND r�' MASTER «�' L En too ILJi W= _ w - BEDROOM Fx (o In CO e U = co O a ® ® _ WALK IN J O " O 'CIO p N = co G" '�llll� I to CLOS10 tip^ 0 Y r- SMOKE N O"'-DETECTOR — — — — — — — — — — V-6"4" 5'-0" 4" -0" DW ui 0 0 N — J N I ® Ale GAS c I FIREPLACE ® m�m O O 4'-6" W K I T C H E N N CD t0 125 CFM EXHAUST 1 I ' N FAN TO EXTERIOR I W 12'-10" 4'-8" 13'-6" o ai ?s 6� w < o III' 0 W �p1 69 fro W = 2° to L — _ REF. Nao ,O N / L n - - — - - — o I I umo in 1 (3) 14" ML FLUSH N �O co l/ \J = CARBON 5'-O" �.� to O v z O MONOXIDE 1 ^ {/) 12'-8" co DETECTOR WET BAR SHOWER BEDROOM `r W PAN= Y�p0p O SMOKEDETECTOR rLO�p I ' w SMOKE O 0 a 1 M III, O DETECTOR S W '/�1 c0 CO O 1 w '(p Z O m O I , O LAUNDRY I — — ® a f 4'-6" ? N � ILIL °8° I I � > > Ln BEDROOM N co W U —I N � ` O0 O W 0 5'-O" O L0 � O Z CARBON M w LLJ ONOXIDE 7'-2- POWDER R O O) I Q I N � O_-DETECTOR fn� _ rj '� SMOKE IL /� I i to N w 1\ j"� O�-DETECTOR 13'-2" _ �o TO °t' J BAT ��O �O I 125 FM EXHAUST J N �/ _ �p I 1 WALK I�I FAN TO EXTERIOR rp W I \�� ! - 0) SMOKE '00 jn 1 1 I CLOS o I OKE Ul� O DETECTOR Lij O 125 JEXST " FAN OR �° I I 5'-6 125 CFM EXHAUST ® r n _ ? _ Ln c�° FAN TO EXTERIOR �/ " _ 1 11 14 TJI dolsTs 360 SERIES N 9'-8" F 3 f—t in ® 16" OC. I I 0 co u I 0 'n1 < 1 O I W I o U. Awl I �o W bN Q (3) 14" ML FLUSH S —DETECTOR 1 SMOKE R LINE OF BALCONY ABOVE `��� SMOKE —DETECTOR �, 5-0" O �3 1 00 15 R UP o� 17 R 143sos I� o � N OPEN TO �W toN FOYER � V) " FOYER 14" TJI ® 16" OC. SERIES M W BELOW M W ' 01 2"A 0" CJ ® 16" OC. I o = 9'-6" R-49 INSULA ON\ N 9'-6" `� to En BEDROOM ! 1 BEDROOM o � MW Charles M . Thomas 1 ' i a r c h i t e c t 13'-0" 4'-0" �, 1 I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 28 10 3030 2842 CUS SEE OM TI PROJECT ROOF ELEVATION o� ti6 �s o� 0 COVERED 0 0 4' 4" BELOW �o PORCH 13'-0" ,�� w DORMER 1 06� woe N BLUESTONE 0 2-11 7 8" ML 2-11 7/8" ML 9'-7" 2-11 7/8" ML =O -� —— — — — — — — — — — 4"X4" ACO P STS �3r, N ,�O o — — — — — — — — \� 2446 2446 �� 0 FLOOR PLANS 12"X12" COL MNS 2-11 7/8" ML ��� N — — — — iN 24510 24510 FIRST FLOOR LIVING — 1748 SF 4'-6" 9'-9" 3'-9" 7'-0' 7'-0" FRONT PORCH — 480 SF (WATERSIDE) 18'-0" 14'-0" DATE: t 6/3/19 RIM 4'-6" 9'-9" 3'-9" 2'-0" 3'-°" 3'-0' 2'-0" REAR PORCH — 108 SF 711 er 32-0 PROJECT No. 2'-0" 2'-0" 6'-0" 2'-0" 2'-0" DRAWING BY. FS CHK BY, 17'-9" 14'-0" DWG No. SECOND FLOOR LIVING — 1535 SF 4 31'-9' r SECOND FLOOR BALCONY — 337 SF W-loo31-Fool P FIRST FLOOR P L A N P SECOND F L 0 0 R P L A N 30F6 1 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 32'-0" 16'-0" 16,-0" 7` In �� 8,� P.C. FOUNDATION WALL I I ea ARCH ITECT W/(2) #5 BARS TOP & BOTTOM ON 10"x20" P.C. FOOTING W/(2) #5 BARS CONTINUOUS UNEXCAVATED I REVISIONS D E S C R I P T 1 0 N 20 1 ( I� 4" POURED CONCRETE SLAB 4" POURED CONCRETE SLAB N I I.I OVAPORVER "BARRIERLONTWELLE OVER 6" MIL. POLYETHLENE C VAPOR BARRIER ON WELL COMPACTED POROUS FILL COMPACTED POROUS FILL Ro R ER TO WALL (14) 10d x 1 /.? FASTENER I I � STUD TO BAND JOIST (20) 10d x 1 1/2" FASTENER I o I MTS16 D35 I I 6 I I o " o I 8" I io 14 TJI JolsTs 360 SERIES io® 16" OC. I 15-4" • SMOKE _J MTS12 o I I O—DETECTOR F • I 3) 111" ML GIRDER_ o 7'=2"_ 7-2 _ _ _ _ _ 3 1/2" S NDARD STEEL PIPE COLUMN D 1() ° ON A 30"X30"X15" DEEP LTP4 LTP4 POURED CONCRETE FOOTING. (TYP) Lw Uplift connectors shall bypass each other to I I 10" P.C. FOUNDATION WALL LTP4, spacing as required for prevent cross—grain W/(2) #5 BARS TOP & BOTTOM shear. SSP spacing for uplift. tension of band joist. I I ON 10"x20" P.C. FOOTING W/(2) #5 BARS CONTINUOUS RAFTER TO WALL SILL TO RIM JOIST I I I SCALE: N.T.S. (12) 8d x 1 1/2" FASTENER o I I UJ H U UNFINISHED Io UJ 0 CELLAR We I (V R cO 9'-0" CLG HT LJI,n N ® 4" POURED CONCRETE SLAB OVER 6" MIL. POLYETHLENE Ridge Beam I 10" I � VAPOR BARRIER ON WELL COMPACTED POROUS FILL I — J > NOTE: ENTIRE CEILING SHALL I I 0 W BE SHEET ROCKED WITH 1/2' I T"P X' PER IRC 2015C/) ii RIDGEW < MSTA RAFTER I°.I o I I 8'-8 " 8'-8 " 6'-5�" 6'-54" Q58 r r O U Simpson Strong Tie I — — — — — I 7—(3) 11�" ML GIRDER IWITH �CEILI�NG COLLAR TIES ® 32" O.C. t — — — J — — — — _ — ' —,�/ I T. Z CS-20x18 MIN. WITH (7) 10d COMMON NAILS Simpson Strong—Tie I— I I L _ .__I L J I L _ I �I PER RAFTER INSTALLED OVER PLYWOOD _ I 1�'-5" I L — _ 12=11J-1 BEAM POCKET I ( _ _ _ _ TYPICAL. RIDGE STRAP TIE ADJUSTABLE HANGER 18" ( �3 ,! I i J I I I I I I ( _ W —J SCALE. N.T.S. SCALE: N.T.S. �*rn U_ I �lao I O I � 3 W Q I x� LINE OF WALLS I I ,,,� I I � x W, of I ¢ L — ABOVE — J i — I I in LL II 34"a1 I)o II- - - - - -I� �' — I �� O � 14" TJI doisTs 360 SERIES 5'-0" LJ0 I I L J I I I I I �0 00 == = ='L �� _ JL_ SMOKE I 14" TJI jolsTs 360 SERIES _---DETECTOR 0 \\ ----MONOXIDE 16" OC. © i I � I DETECTOR pp I I 4" POURED CO CR TE SLAB — — _ OVER 6" MIL. OL THLENE I - - - - - - - - - - - ��� C = = VAPOR BARRI R 0 WELL (3)_ 11 ML FLUSH COMPACTED FIOROJS FILL 14" TJI oolsTs 360 SERIES U ® 16" OC. i' 17 R (3) 11j" ML FLUSH `4 I T 10" II 14" TJI JDISTS 360 SERIES ® 16" OC. co I 14" TJI JoisTs 360 SERIES ® 16" oC. M II I Charles M . Thomas PROVIDE 5/8" "TYPE X" GYP. BD. ON 7' 8" 10'-4" ( CEILING ABOVE FURNACE FOR AT - - - LEAST 3'-0" ON ALL SIDES AS PE I a r C h i t e C t o I IRC 2015. CODE I I PO BOX 877 JAMESPORT, HwH NY 11947 (631) 727-7993 DIRECT VENT GAS BURNER - - - - - - - - - - - - - - - - � I VENT PER CODE I I 4" POURED CONCRETE SLAB I 10" I° I I PROJECT OVER 6" MIL. POLYETHLENE o j VAPOR BARRIER ON WELL 8" I COMPACTED POROUS FILL I I BOILER m Ro - - _ _ _ - - - N FOUNDATION PLAN DATE: 6/3/19 2'-0" 2'-0" 6'-0" 2'-0" 2'-0" PROJECT No. 18'-0" 14'-0" DRAWING BY. FS CHK BY. 32'-0" DWG No. [A]-FO 0 4-OO P FOUNDATION PLAN 4 of 3 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 32'-0" //�n 'gc . Nd S s'. \- - - - - - - - - - - -- - - -- -- - - - - - - - - - - - - - - - - - � Pre. \ / TC FLUE 2'-0" ABOVE ` 'vr:� - AR CHITECT \ / I A 10'-0" HORIZONTAL \ / TO ROOF 14" ML RIDGE Eff REVISIONS DESCRIPT ION 1 1 I ASPHALT ARCHITECTURAL SHINGLE ROOF TYPICAL ROOF CONSTRUCTION 12 X 1 ASPHALT ROOF SHINGLES ON 30# ROOFING FELT ON 1/2" COX 8 .I I PLYWOOD SHEATHING. i[1i ( 2"X10" ROOF RAFTERS ® 16" O.C. BALCONY TYPICAL CEILING CONSTRUCTION 32'-0" I 2"X10" JOISTS ® 16"O.C. W/MIN. R-49 INSULATION 1 5'-24" 2'-6" 3'-1 5'-2 " 6'-9" 6'-9" 2'-6" 8'_0" PLATE HEIGHT - - 3 6 30 6 I Ys" SHEET ROCK WALLS AND CLG - EG SS EGR SS 41 510 FWG 0611 T&S 3 COAT 7'-0" T.O. WINDOWS 0 2-11 7 8 ML 2-11 /8" ML 2-11 7/8" ML o1 N I 2"X10" RR ® 16" OC. \\ TI — NO FREESTANDING TYPICAL WALL CONSTRUCTION MASTER 0) MASTER TUELa- - — — CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP BATH BEDROOM m ern SHOWER I 1 1/2" CDX PLYWOOD SHEATHING ON 2'X6" WD. STUDS I to i4 ® 16" O.C. to co w R-25 INSULATION ( 2" CLOSED CELL + R13 UNFACED o LL w BATT) 6 7" MASTER ,� I T._ _ _ O. SECOND FLOOR BATH ( 10'_O" PLATE HEIGHT N 2"X10" RR ® 16" OC. I 2"X10" RR ® 16" OC. h" SHEET ROCK WALLS AND CLG 125 CFM EXH UST T&S 3 COAT FAN TO EXTERIOR 8'-0" T.O. WINDOWS�� ui co ^ 18'-0" o I I QQ I G R E A T o MASTER TYPICAL FLOOR CONSTRUCTION R 0 0 M o _ 11 7/8" TA 360 FLOOR JOISTS ® 16-O.C. 1 00 BEDROOM W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 INSULATION >I U _ WALK IN I o ❑0 0 o c n ® m �- I AO SILL PLATE CLOS TERMITE SHIELDC SILL SEALER, 40 N I^ 5/8" DA. ANCHOR BOLTS 026"-0" O.C. T.O. FIRST FLOOR I 1 I >- U-i w SMOKE 3-1 3/4 X 11 7/8 U I m ® yO I DETECTOR ~� NOTE: ENTIRE CEILINGSHALL BE \ 4'-6" WET BAR N SHEET ROCKED WITH 1 2" TYP 'X' UNFINISHED O U Z co = I 16h / PER IRC 2015 125 CFM EXHAUST CELLAR N I N TO EXTERIOR i 10" P.C. FOUNDATION WALL �`�""' "o z Ll i W/(2) #5 BARS TOP & BOTTOM \ I �6'6, �ro� ON 10"x20" P.C. FOOTING 9'-0" CLG HT O n do I cl, W/(2) #5 BARS CONTINUOUS 4" POURED CONCRETE SLAB vo —/, 1 � OVER 6" MIL. POLYETHLENE 3 1/2" STANDARD STEEL PIP U N VAPOR BARRIER ON WELL COLUMN ON A o ;n \ I / I COMPACTED POROUS FILL " " " W W N \ ,�0 1 / 30 X30 X15 DEEP POURED 12'\8" `L l 6 rn CONCRETE FOOTING. (TYP) 10" N o \ SMOKE BED/R&M 3: o LL N DETECTOR—" S I - r7 W W = O \ I / O . D7pD "O ui O ;O BEDROOM04 � N \ / O o N \ C�RBON / X W 0 _ ©--MECTOR S S E C T 1 0 N x _ \ S ORE / „ N \ OS —D TE TOR / 13'-2" 1 SCALE: 1 4 = 1 -0 MW 1 I = U. \ SMOKE ,.jO 1�6 DETECTOR 00 1 14" ML RIDGE \ 125 CFM EXHAUST LO 4, ?O) FAN TO EXTERIOR O o � / 9'-8" 1 to N 'i I O / 1 O Q l I 0 w UN � J<v P/ 1 \ Cp ,$ R o / 3/4" PLYWOOD co SMOK c—o °' RIP 2"X4" ACQ (3 4" TO 0") DETECTllR ® to `\ PLYWOOD Of Of I OPEN ,TO wl R X10" RR ® 16`", 06�\ O SINGLE PLY RUBBER ROOFING _ = 3"X3" ALUM POSTS BY 'FEENY RAIL' OVER 45 ROOF FELT LAG BOLT PER SPEC AND POST COVERS AS SINGLE PLY RUBBER ROOFING cow X FOYZR I �o�\ N o W UP 24" ON ALL WALLS M m ! N B9-OW �I �L\ SELECTED PER OWNER � w n RIP 2"X4" ACQ (3 J" TO 0") o x x ; "X4" DECKING (PER OWNER) Charles M . Thomas — —N N — — —,� o 9'-6" -I N c vi N I n I BEDROOM \ o LET IN 2"X6" ACQ NAILER ... 2"X10" RR ® 16" 0 M � 01 I / I _ W I \ &12"Xl0l" ACQ .C. a r c h i t e c t �I LUSH JOIST PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 13'-0" TECO EACH CONNECTION PROJECT 2 42 311"Xi " of o 4' 4DO MERREAR PORCH ® 1s" o -I 2"x10" RR �s" 0 DETAIL 2-11 ML SCALE: NTS 2 46 24 6 ROOF FRAMING PLAN \ / 4'-6" 9'-9" 3'-9" 5'--5r- — - = — 4» PATE; 6/3/19 18'-0" 14'-0" PROJECT No. 32'-0" DRAWING BY. FS CHK BY. DWG No. A - 005 - 00 SOF6 P ROOF FRAMING PLAN 1 4 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ARCH ITECT REVISIONS D E S C R I P T ION TC FLUE 2'-0" ABOVE TC FLUE 2'-0" ABOVE A 10'-0" HORIZONTAL A 10'-0" HORIZONTAL TO ROOF TO ROOF 14" ML RIDGE 14" ML RIDGE ASPHALT ARCHITECTURAL SHINGLE ROOF TYPICAL ROOF CONSTRUCTION TYPICAL ROOF CONSTRUCTION ASPHALT ROOF SHINGLES ON 30# ROOFING FELT ON 1/2" COX 12 2 x8 COLLAR TIES 0 16 OC. ASPHALT ROOF SHINGLES ON 30# ROOFING FELT ON 1/2" COX PLYWOOD SHEATHING. 8 PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS ® 16" O.C. 2"X,O" ROOF RAFTERS ® 16" O.C. 12 Q8 TYPICAL CEILING CONSTRUCTION TYPICAL CEILING CONSTRUCTION 2 X10 JOISTS ® 16 O.C. 2"X10" JOISTS ® 16"O.C. / W/MIN. R-49 INSULATION W/MIN, R-49 INSULATION / _ 8'-0" PLATE HEIGHT 7_0" T.O. WINDOWS / / T&S SHEET WALLS AND CLG 12 12 Yz" SHEET ROCK WALLS AND CLG _ _ 3 T&S 3 COAT TYPICAL WALL CONSTRUCTION o TYPICAL WALL CONSTRUCTION CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP MASTER MASTER 0 4'—O" / / 1/2" COX PLYWOOD SHEATHING ON 2"X6" WD. STUDS CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" COX PLYWOOD SHEATHING ON 2"X6" WD. STUDS BEDROOM ® ,6" O.G. BEDROOM BATH 016" O.G. 00 / R-25 INSULATION ( 2" CLOSED CELL + R13 UNPAGED R-25 INSULATION ( 2" CLOSED CELL + R13 UNFACED BATT)cli BATT) 12 J / 8 T.O. SECOND FLOOR _ 10'_-0" PLATE HEIGHT — MICROLAM GIRDER X" SHEET ROCK WALLS AND CLG T&S 3 COAT Xz" SHEET ROCK WALLS AND CLG T&S 3 COAT _8'_0" T.O. WINDOWS TYPICAL FLOOR CONSTRUCTION „ 7/8" TJI 360 FLOOR JOISTS 016"O.G. TYPICAL FLOOR CONSTRUCTION w � W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 INSULATION ,1 7/8" TJI 360 FLOOR JOISTS MIN. R C. W/3/4" PLYWOOD SUBFLOOR W/MIN. —21 INSULATION / TWO STOR BEDROOM 0 DINING ® —� 0 + FOYER M m I ® W W � 2"x6" ACQ SILL PLATE TERMITE SHIELD, SILL SEALER, 2"x6" ACQ SILL PLATE Q 5/8" DIA. ANCHOR BOLTS FWG 12080-4 TERMITE SHIELD, SILL SEALER, ^ T.O. FIRST FLOOR 5/8" DIA. ANCHOR BOLTS W W — —--— 026"-0" O.C. 026"-0" O.C. CC I Li EXISTING GRADE 3-1 3/4" X 11 7/8" — 0 U z N • ENTIRE CEILING SHALL BE MICROLAM GIRDER NOTE: ENTIRE CEILING SHALL BE MICROLAM GIRDER T. z S EET ROCKED WITH 1/2" TYP 'X' SHEET ROCKED WITH 1 2" TYP 'X' UNFINISHED 0 „ P R IRC 2015 UNFINISHED, PER IRC 2015 CELLAR U O CE 10" P.C. FOUNDATION WALL 9'-0" CLG HT 0 10" P.C. FOUNDATION WALL s U I 9'-0" CLG HT W/(2) #5 BARS TOP & BOTTOM „ I W/(2) #5 BARS TOP & BOTTOM 0 W 0 ON 10"x20" P.C. FOOTING 3 1/2 STANDARD STEEL PIPE 4 POURED CONCRETE SLAB o) ON 10"x20" P.C. FOOTING J 4 POURED CONCRETE SLAB W/(2) #5 BARS CONTINUOUS COLUMN ON A OVER 6" MIL. POLYETHLENE W/(2) #5 BARS CONTINUOUS OVER 6" MIL. POLYETHLENE 3 1/2" STANDARD STEEL PIPE 30"X30"X15"DEEP OURED VAPOR BARRIER ON WELL VAPOR BARRIER ON WELL COLUMN ON A COMPACTED POROUS FILL 30"X30"X1 DEEP POURED CONCRETE FOOTING (TYP) COMPACTED POROUS FILL I r CONCRETE DOTING. (TYP) 10" LL w 0 s S E C T I O N s S E C T 1 0 N LL 2 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'—O" e 67 1'VENT r VFM f VENT (Tml (im)R0°T (I ) ( )SEECOND FLOOR Im ROOF Charles M . Thomas I tv``i,fir, i (>-2!V �\� a r c h i t e c t A I uY I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 I I � I rLc I I Houma uY� I I I I I I I I PROJECT i'�r i �F-,-,/zv FRESH AIR INLET SIR IAV I 'LC I r I at LAY ILAY I sprrn ► I D.W. I I FIRST FLOOR SECTIONS CONNECT TO APPROVED AS PER N.YS, PLUMBING RISER--b lI A G R A M F.A.I.&SANITARY SYSTEM SCALE: N.T.S DATE: 6/3/19 PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. 0- oos - o0 6OF6 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TABLE R 301.7 CORNER AND PARTITION POSTS TOP PLATE FRAMING TO A C C O M A D A TE ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING - R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/1so ~�4 SLOPES THAN j WMO TOP PLATES �j,�' FINISHED CEILING SECOND STORY TOP PLATE- WW TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTAL IN / +� ' STUD INTERIOR WALLS AND H 180 JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- BORED HOLE MAX CEILINGS SEE DRILLING AND DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z NOTCHING PROVISIONS SEE DRILLING AND MEMEBERS DIAMETER 40% BOTTOM PLATE NOTCHING PROVISIONS OF STUD DEPTH EXT. WALLS W PLASTER OR H OF STUD DEPTH WFCM SECTION 3.3.1.1.1 / /3sa _ WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE STUCCO FINISHE „ 1/3 SPAN 1/3 SPA NSTALLED IN ACCORDANCE / EXT. WALLS-WIND LOADS L 240 5/8 MIN. TO EDGE y d NAIL AT 6" 0 C WITH WFCM TABLE 3.1 WITH WALLS-WIND FINISHES / o ALL PANEL EDGES _ IrJ 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE BAND JOIST ND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the M OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3-END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding lods for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6" O.0 ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME VIF HOLE IS BETWEEN 40% AND 60% o FARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE ALL CROSS SECTION OF CUT OR ,� of the cantilever. DOUBLE AND Nd MORE THAN TWO 5/ MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED cn LAP JOIST 3 IN. MIN. CUT INTO STUD - glass or sandwich panels, the total load deflection shall not Z BAND JOIST �-BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of o r- sun OR BLOCKING 16d NAIL AT 24 O.C. WOOD STRUCTURAL PANEL WFCM 2015 SBC HIGH WIND EDITION not exceed additions or patio covers, the total load deflection Shall WFCM 2015 SBC HIGH WIND EDITION N INSTALLED IN ACCORDANCE not exceed L/12o > � SILL PLATE JOIST •, , " WITH WFCM TABLE 3.1 TABLE R 301.2221 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.3.1 .1 FIGURE 3.3B WALL COVERING DEAD O�TMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE SUBFLOOR FRAMING MEMB,�RS AT PANEL ROOF/CEILING ROOF/CEILING OR BASEMENT � MONOLITHIC EDGES AND 12 O.C. ON ALL NOTCHING AND BORED HOLE LIMITATIONS RING AND BORED HOLE LIMITATIONS • FOUNDATION SLAB-ON-GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 1PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING- NOTCHING AND BORED HOLE LIMITATIONSFOR EXTERIOR, BEARING AND INTERIOR ROOF ONLY 1.0 1.2 �2x4 CONTINUOUS BEARING WALLROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6' O.C. WALL, FLOOR 8c ROOF FRAMING NON-BEARING WALLS: R602. 6 (1 ) Bc (2) � TYPICALJOISTS -r- FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) a. LINEAR INTERPOLATION SHALL BE PERMITTED L d WND-BORNE: DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS V) N FOR FOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 W F A S T E N E R S P A C I N G (inches) SEE STUD TO RAFTER z FASTENER SPAN 4 FEET 6 FEET SECTION A-A C PLELj OR STUD TO STUD DETAIL i GABLE END TRUSS C) < 4 FEET < PANEL SPAN < PANEL SPAN BLOCKING T PICEC Q ENDWALL ONNECTORS Q TYPE - < 6 FEET < 8 FEET 1/2• SPACING-� o A A R QUIRED � 0 U ALLOWS E CH SIDE 10-8d NO. 8 WOOD SCREW 16" 10" $" HSTALLA I NAILS I ANCHOR WITH 2" EMBEDMENT INSTALLATION HEADER STUDS ULL LENGTH 0 5d COOLER NAILS AT 10 O.C. LENGHT DOUBLE A A WA STUDSFr f- CORNER STUD NOTE 2"x4" BLOCK NAILED TO EACH AT HA DIW RE ° o ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2" EMBEDMENT (HDU) ° ° CONN CTO S N UP AT BOTTOM OF HEADER STUDS IN LENGHT ° ° ° NOTE: SIMILAR REQUITED Co EC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W o CONNECTION AT EA H SIDE R UIR WALL STUDS AND AT TOP AND z ° FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP W 2-16d COMMON FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS Q 01/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° ° NAILS AT 6' O.C. LWITH ENGHT" EMBEDMENT r? END WALL FIG � - CONNECTIONS FOR OPENINGS Q Lj NW SUBFLOOR ( WFCM U I \E 3. 6 ) �� L1._ 8d NAIL AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. ! I Of FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST ZD w 12" MAX. ( WFCM FIGURE 11 ) 0 c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN N NAILS BASED ON T EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. , , o ,L SHEAR WALL REQUIREME� FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. ' ,� o w <'r TOP PLATE a wo PROVIDE RAFTER TO d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING � F- RIDGE TENSION STRAP VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT 0 o H NO CEILING RIDGE HANGERS IF LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT �H/ DIAPHRAGM CENTER 2x BLOCKINGRAFTER USE 8-8d COMMON NAI S a ° EXC ED 15 FT. AX, �\� EXCEED 40 FT. MAT REQUIRED ON SHEATHING JOINT STRAPPED TOTOP NOT EACH END OF 1 -1/4�' 0 tAL PANELS �- cv WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) o ° 15/32 WOOD STRUCTG' 20 GAUGE STRAP HOLDDOWN ° ° CORNER STUD ON GABLE FACE AND JREQUIREMENOTS PLATE OF WALL BELOW (HDU) o ° CONNECTED TO BASED ON SHEAR'VAL- Z -ROOF RAFTER 0 0 o TRANSFER SHEAR OU N D ATI ON CLEARANCEGABLE ENDWALL BALLOO�� FRAMING° F FROM SLOPES � o 0 20 GA. STRAP- s�o(�IN•) PREFERREE METHOD o z 1 1" WIDE MIN. AT HARDWARE �I . RAFTER � 4 8d NAIL AT 12 O.C. ON o W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD z W RIDGE BEAM (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT 4.., FLOOR TO FLOOR co PHD5 24" RIDGE TENSION STRAP DETAIL CONNECTION TABLE R301 . 5 NOTESCz CQ FOR SiSI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. AREA HOLDDOWN USED LENGTH NUMBER OF CAPACITY OF HOLDDO JNS NOTES O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B L E R301 . 5 (D / NAILS EDGES) SECITRON R802.4.1 FOR R80210.7 FOR TRUSSES.CONVENTIONAL CEILING ATTICS SECTION WITHOUT STORAGE AREV i WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO F-+ Simpson Strong- Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM J N I F 0 R M L Y DISTRIBUTED LOADS (PSI ) 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A 3 5- Chimney Framing 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE z 1 FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD (A) OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD CONNECTION -- - BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE ,-REQUIREMENTS. o� 3 ROOF RAFTER RIDGE DETAIL 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND * NOTES: SIMPSON STROt�JG TIE HDU 6" O.C. ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE 40 3 SCALE: N.T.S. ( EXTERIOR BALCONIE.. LU ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT SID WALL PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SID WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT Q EDGES) ANY POINT ALONG THE TOP 40 TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR DECKS s� U NAIL PENETRATION INTO FRAMING IS ACHIEVED. WOOD STRUCTURAL WALLS. LE GARAGES 50 f. GUARD IN - FILL COMPONENTS ALL THOSE EXCEPT THE PASSENGER VEHIC L ®II * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED, IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNEDco ®I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT S1 ORAGE 10 o ® NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED ® (TABLE 3.1, WCFM 2015 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STOF'AGE 20 LOAD REQUIREMENT. 0a. HIGH WIND, EDITION) W g. APPLIES TO ATTICE SPACES NOT MEETING THE [REQUIREMENTS AN SLEEPING ROOMS 40 FOR STORAGE FOR ROOMS OTHER TH, ® 8d NAIL AT 6 O.C. 0 Z CONVENTIONAL PCEILING OJOSTS AND SECTION R 02.062FOR ® ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED 3O AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE SLEEPING ROOMS 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER SHEET NO. AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS • I ( 2"` CORNER BRACING DETAIL MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS AA 0 MET: EXTERIOR CORNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY 3 SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH SECTION 807.1:AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong- le 2:12. H D h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 2 WFCM 2 015 HIGH WIND EDITION ) . (TABLE 4 WFCM 2015 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC published by The American Forest and Paper Association. Non- Structural lements G E N E R A L N 0 T E S: NAILING SCHEDULE QNNEC11QNS RESSIM UPLIFT, LATERAL MAX. ANCHOR BOLT SPACING (INCHES) are based upon the INTERNATIONAL RESIDENTIAL CODE 2015- 2015 IRC, 2nd ANCHOR BOLT CONNECTION FOUNDATION NOTES L2,3,4 PRINTING, AS ADOPTED BY NYS AND THE 2016 SUPPLEMENT. 1. All works shall be performed in accordance with all state, r ` RESISTING SUPPORTING municipal, local zoning and building codes and ordinances NUMBER OF NAILS NAIL SPACING , 1 - FLOOR 5/8` ANCHOR BOLTS 39 For the Climatic and Geographical Design Criteria, see Table R301.2(1) on JOINT DESCRIPTION COMMON NAILS having jurisdiction and best standards of construction sheet no. 1 LATERAL AND SHEAR LOADS 2 - FLOORS 5/8` ANCHOR BOLTS 26 practice. 4-8d PER RAFTER All non engineered lumber to be Douglas Fir#2 or better The American Institute of Architects Conditions shall apply RAFTER TO TOP PLATE TOE-NAILED 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3. Wind Limitations-Section R301.2.1 PP Y 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE to all work performed on this project. y 4-8d PER JOIST LESSER OF THE TABULATED. Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris 2. The Contractor shall verify all conditions at the site. An CEILING JOIST TO TOP PLATE TOE-NAILED Y Y 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, Protection Fastening Schedule For Wood Structural Panels) discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP prior to commencement of construction. The Contractor shall be Live Load-Section R301.5 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Light and Ventilation-Section R303 except for hidden job conditions. Z 6-8d PER TIE Minimum Room Area-Section R304 3. Contractor shall guarantee to the Owner that all materials and p COLLAR TIE TO RAFTER FACE-NAILED Ceiling Height-Section R305 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE--NAILED 2-8d EACH END Sanitation-Section R306 will be of good quality, free from faults and defects for a period Toilet Bath and Shower Space-Section R307 of one year form the date of the final Certificate of Occupancy. F- TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Glazing-Section R308 4. The Architect shall not be responsible for the construction means, a- Garages and Carports-Section R309 method, techniques, sequences or procedures, or for the safety WALL FRAMING Emergency Escape and Rescue Opening-Section R310 precautions and programs in connection with the work, and he 2-16d SEE NOTE 1 PER FOOT Means of egress-Section R311 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE (FACE-NAILED) ( ) Landing-Section R311.3 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Ramps-Section R311.6 Architect shall not be responsible for the acts or omission by Cn Stairway-Section R311.7 the contractor No changes shall be made in the documents w STUD TO STUD FACE-NAILED 2-16d 24' O.C. Handrail-Section R311.7.8 and/or the building as designed without the expressed written o „ Guards-Section R312 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16 O.C. ALONG EDGES Smoke Alarms-Section R314 5. The contractor and all subcontractors shall maintain continuous TOP OR BOTTOM PLATE TO STUD (END-NAILED) Carbon Monoxide Alarms - R315 2-16d PER 2X4 STUD insurance coverage statutory policies (Worker Foam plastic-Section R316 Compensation, etc.) and general liability in an mount not cn 3-16d PER 2X6 STUD Flame Spread and Smoke-Section R315 less than $ 5 million and automobile liability and damage ZZ 4-16d PER 2X8 STUD Insulation-Section R316 Dwelling Unit Separation-Section R317 coverage not less than $ 2 million. The Architect shall be U0 N FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Moisture Vapor Retarders-Section 317 named insured on any and all policies. > Protection Against Decay-Section R317 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous � FLOOR FRAMING Protection Against Termites-Section R318 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER.(TOE-NAILED) Site Address-Section R319 7. All wood in contact with concrete or masonry to be Wolmonized 4-8d PER JOIST Accessibility-Section R320 pressure ressure creosoted. 2-8d Elevators and Platform lifts -Section R323 P. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED EACH END Flood Resistant Construction-Section R324 in each bedroom, on all floors and shall be all interconnected per code. 3-16d 9. All bathroom without operable windows to be mechanically ventilated BLOCKING TO SILL OR TOP PLATE TOE-NAILED EACH BLOCK Foundation-Chapter 4 as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST Design based upon presumptive load bearing values of sandy gravel and or gravel 10. Heating to be designed to provide 70 degrees F. with outdoor at 3000 pounds designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are 11. All electrical work to be in accordance to the rules and 3-16d PER JOIST found upon excavation, regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is BAND JOIST TOJOIST END-NAILED or test hole, for alternative footing and foundation wall design. to be presented to the Owner at the completion of the job. W r-- BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST 12. Plumbing Installation to comply with State and Local codes 0 and the sewage disposal system to meet Health Department standards. Foundation Notes: 9 P Ys P I_LJ ROOF SHEATHING 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 13. Do not scale drawings. Use figure dimensions only. V) UJ N 8d 6" EDGE 6" FIELD 8" poured concrete foundation wall, 8'-0" high, 3000 # test 14. All work to conform to the rules and regulations of the New York STRUCTURAL PANELS RAFTERS OR' TRUSSES SPACED UP TO 16" OC / Energy Conversation Construction Code. All glazed area to be double 8d 6" EDGE 6" FIELD Minimum depth-Section 403.1.4, 48 minimum coverage to top of footing glazed and all exterior door to have insulated cores. GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG / 16"x8" poured concrete wall footings, 3000# test glazed The insulation protection o indicated on these plans exceeds W 8d 6" EDGE 6" FIELD 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) the Code's minimum standards. Z Q GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS / 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 16. These drawings and specification are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4" EDGE / 4" FIELD Damp proofing at exterior foundation below grade-Section R406 shall remain the property of the Architect whether the project for 0 30"x30"x12" deep poured concrete column footings, 3000# test which they made is executed or not. They may not be used CEILING SHEATING CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT on any other project except by written authorization of the Architect. r 1 " EDGE 10" FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth 17. Architect has not been retained for site supervision, on-site V GYPSUM WALLBOARD 5d COOLERS 7 / inspection and certifications as required or requested by the Owner, Q WALL SHEATHING Foundation wall to extend a minimum 8" above finished grade contractor or local building department. " All footing to be carried down to undisturbed soil STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d G EDGE / 12" FIELD No footing shall be set higher than a 30 degree angle from any other footing 0 Pour no concrete on frozen ground or in freezing water. �--. Provide 3 1/2' steel lally columns. UPLIFT - CONTINUOUS PATH CONNECTORS Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or has been sufficiently USE SIMPSON STRONG-TIE CONNECTORS braced to prevent damage by the backfill (Section R404.1.7.) FOLLOW PRODUCT SELECTION GUIDE AND 5d COOLERS 1" EDGE / 10" FIELD Floors - WFCM Prescriptive Method. INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. CONSTRUCTION CATALOG C-HW02 0 W Draftstopping - Section R502.12 Z Q Fireblocking - Section R502.13. ANCHOR BOLTS IN FOUNDATION USE: LL_I SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie -r� Floor Construction: NOTES FOR SPACING Q UJV l 3/4" plywood subfloor, fasten per Table 3.1 WFCM. U210 2X6 Q Floor joists: see Foundation and Floor Plans, spacing as noted. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER W Fasten per Table 3.1 WFCM. LTP4 16" O.C. AT EXTERIOR PERIMETER Q 2-2x6 ACQ sill with termite shield and sill seal. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" FLOOR SHEATHING Finish floors per agreement. USE (4)-8d NAILS AT EACH END r: Wail construction - WFCM Prescriptive Method. GARAGE STUD GARAGE SILL PLATE USE: NOTE: STRUCTURAL PANELS Wallframing and finishing shall be nailed and or screwed in accordance with SSP CONNECTOR AT 16" O.C. 8d 6" EDGE / 12" FIELD WFCM, Table 2 and Section 4 USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 1 OR LESS 1 x6 fascia, wrap GREATER THAN 1" 10d 6" EDGE / 6" FIELD Overhangs as noted. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2' X 5" LAG Vinyl vented soffits. MTS 36, 16" O.C. Alluminum gutters and leaders. Siding: see Elevations. BOLTS AT 16" ON CENTER Tyvek housewrap. USE (4)-8d NAILS AT EACH END 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. FLOOR TO FLOOR CONNECTION USE: 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate MSTA 36, 16" O.C. Simpson Strong-Tie 1/2" Gypsum wall board USE (4)-8d NAILS AT EACH END O 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition RAFTER TO STUD CONNECTION USE: p g r- 1/2" MR GWB in wet areas MTS 36, EACH ROOF RAFTER U210 2X6 I- At least one window in each sleeping room shall comply with the exit reqirements USE 8 16d NAILS AT EACH END N of section R310. RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST z Note drilling and notching limitations in figure R602.6(1) for bearing walls and H7 EACH ROOF RAFTER SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. 4-10d x 1 1/2" U � 1 1/4" COIL STRAP - Follow exterior corner framing detail figure R602.10.5 DECK POST TO CONCRETE CONNECTION USE: PBS44A FOR EACH POST Roof assemblies - WFCM Prescriptive Method WFCM table 2 Asphalt strip shingles 16 O.C. USE 4-8D P ( ) P P 9 shall have minimum of six (6) fasteners per shingle (section R905.2.5) DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON Underlayment application (Section R905.2.7.)nailing see table 3.8 PC44 FOR EACH POST ANCHOR BOLT (14 ) < �► SIMPSON H-8 USE W/ONLY �" " For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- o ftf MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN BP-3 PLATE percent slope), MTS12 ® EACH JOIST 7" MINIMUM EMBEDMENT up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), " U210 2X6 (EVERY STUD) STUD TO S (SEE ANCHOR SCHEDULE, underlayment PORCH POST TO DECK USE: ATTACH T ON DWGS A-3.1 AND A-3.2) shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PS720 (ALIGN WITH JOIST BELOW) �.• AT EACH DECK/PORCH JOIST of SIMPSON underlayment felt layers with and starting at the eaves , fastened sufficiently to PORCH POST TO GIRDER USE: PS720 V hold in place. PORCH ROOF RAFTER TO GIRDER USE: (1 4) SDS Ya X 3 WOOD SCREWS HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, H2.5A AT EACH ROOF RAFTER (1 o overlapping 4-1Od x 1 1 2" 7" MIN EMBEDMENT o o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. / TYPICAL PORCH DECK LEDGERE r, N For roof slopes of four 4 units vertical in 12 units. � U - • ,�r(SEE FOUNDATION PLANS A-3.1 AND P ( ) ( ) A-3.2 FOR LOCATION) CONNECTIONS T Ice Protection (Section R905.1.2) o (MINIMUM DOUBLE STUD) SIMSON STRONG - TIE Ym g ( ) D c;p a•, °p ,' ° , Underla ent in High wind Section R905.1.1 . , „ „ Flashing (Section R905.2.8) STU Y2 BEARING PLATE 1 1/4 COII, STRAP - 16 O.C. Chimney and firespaces - Chapter 10 • ' , .p ,n C u, G Energy Efficiency - Chapter 11, see attached report ,Q b ° .• a °D I�� e DOUBLE 2X MIN.. p ,'o •All, ° ,• �n D' lea 16. 4, , •n USE 4-80 NAILS @ EACH STUD Mechanical - Chapter 12 FOR HEADER OR ^'o,o •c a•�,• D �� D D '; ° General Mechanical System - Chapter 13 BEAM •" 4••d , ° a Heaitng and cooling equipment - Chapter 14 . >'�. D '04 jet a ±^- a a 4. a�Q%.. �. °D � Exhaust Sustem - Chapter 15 .� z Z?, • H. . °. DOUBLE TOP PLATE MTS30 ROOF RAFTERS Duct System - Chapter 16 Simpson Strong-Tie _ e•° e•° ,io•�s„ n Combustion Air - Chapter 17 AN c n'A :a�'> a e• SSP Plumbing l and Vents - Chapter 18 AT EACH POST Co SEE PLAN 1 3/4" ]MUM ' e° 'V.°•s�'' D ' "' EDGE DISTANCE • 44 D r:�ADER Flood Zone - 301.2.4 '�•. o•° LSTA21 FLOOR TO FLOOR Simpson Strong- n' Tie •` �/ U CONNECTION KING STUDS CS20 1%" COILED Tie THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2---,, SIMPSON STRONG - TIE JACK STUDS OVERLAP AT EACH CZ L STUD o SIMPSON STRONG-TIE m 1 1 /4" COIL STRAP - H2A 2"MINIMUM CNW NUT COUPLER 16" O.C. USE 4-8D AT EACH ROOF SIDECOVER 0 0 NAILS AT EACH STUD RAFTER USE 8-16D o .• MIN OVERLAP IS " MIN EDGE NAILS AT EACH END, JACK O SI L �� b DISTANCE* 12 o 12" MIN OVERLAP PER RT2.50 lee - COMPONENT > .'�: a •o••• • •:' SHEET No. STUD TO ROOF RAFTER STHD8 . .•q;•• MIN EDGE FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR AB *NOTE: S MANUFACTURERS CONNECTIONS: AT EACH POST FOOTING MINIMUM D DISTANCE CHART OR MIN. OVERLAP IS 12" FRAMED OPENING EXTERIOR WALL CANTILEVER CONDITION INSTALLATION D 2 SILL PLATE TO RIM JOIST AND RIM JOIST TO STUD (CONNECTION - WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS