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HomeMy WebLinkAbout45310-Z ��o�StlFFOLK Gy Town of Southold 8/24/2021 P.O.Box 1179 0 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42266 Date: 8/24/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 355 Rocky Point Rd,East Marion SCTM#: 473889 Sec/Block/Lot: 31.-1-5.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/11/2020 pursuant to which Building Permit No. 45310 dated 10/8/2020 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. covered front porch rear covered entry and outdoor shower as applied for. The certificate is issued to Bertoli,Peter&Scafuro,Elizabeth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1230 7/7/2021 ELECTRICAL CERTIFICATE NO. 45310 8/18/2021 PLUMBERS CERTIFICATION DATED 8/13/2021 Paul Rup th ri e Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT N TOWN CLERK'S OFFICE o . SOUTHOLD, NY y�01 � dap! 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#: 45310 Date: 10/8/2020 Permission is hereby granted to: Farro, Joseph 37 Stone Ledge Rd Upper Saddle River, NJ 07458 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 355 Rocky Point Rd, East Marion SCTM # 473889 Sec/Block/Lot# 31.-1-5.6 Pursuant to application dated 9/11/2020 and approved by the Building Inspector. To expire on 4/9/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,636.80 CO -NEW DWELLING $50.00 Total: $1,686.80 Building spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 7654802 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$15.00 Date. New Construction: p/ Old or Pre-existing Building: (check one) Location of Property: 35-5 i2®C u`, l>D t�' (Z o VE ASU House No. Street Hamlet Owner or Owners of Property: F_TE_Q 3 R i®\,\ l�d.� l.\ZBD.�t=w s A.�ro P, o Suffolk County Tax Map No 1000, Section ` C�o Block C A.00 -Lot-065,006 Subdivision VEAS-1 t"S AJZ kOIJ WOOD.-> Filed Map. Lot; -(, Permit No._q�90) 0 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ 60 t Applicant Signature Building Department Auolication AUTHORIZATION (Where the Applicant is not the Owner) 1, VQii EV 2, f3r---QxoW residing at 22� ELORIE-N GIz—r AVr (Print property owner's name) (Mailing Address) Q'e S i IE R- '')AY do hereby authorize 1-0 LQ® B r(ZTa ,I (Agent) ®`i s GAY �`r to apply on my behalf to the Southold Building Department. 14 -z A /20 (Owner's Signature) (Date) 'PE;:i FR` �3r--Q-t-O t.. (Print Owner's Name) oF sovl�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 COO, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Peter Berl:oll Address: 355 Rocky Point Rd city:East Marion St. NY zip: 11939 Building Permit# 45310 section: 31 Block: 1 Lot 5.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Neubauer Electric LLC License No: 3867ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 43 Ceiling Fixtures 18 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 11 Wall Fixtures 8 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 30 CO2 Detectors 3 Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO 6 Transformer Pucks 5 Dryer RecptG2S Emergency Fixtures Time Clocks Disconnect Switches 26 4'LED Exit Fixtures 11 Elector Pump 1 Other Equipment Fridge, Gas Oven, DW, Micro, W/D, 40 Circuit Panel / 18 Used Notes. New Two Story w/ Unfinished Basement Inspector Signature: Date: August 18, 2021 S.Devlin-Cert Electrical Compliance Form QF SDU����o Town Hall Annex Telephone(631)765-1802 54375 Main Road lax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ' ' Y© BUILDING DEPARThMNI' TOWN OF SO HO CERTIFXCATION Date:_�1 3TI B uilding Permit No. c� 0 ®wner:—rV 1 O (Please print) t Plumber: al (Ple print) I certify that the solder used in the water supply system contains less than 2(10 of I% lead. 1--Q--D-p lu rs Signatme) Sworn to before me this_4___ day ofiq V v 209-1 Notary Public, bounty NI- Notary Publi -�Slat'e o New York No. 01 AN6364554 Qualified in Nassau County My Comm. Expires Sep. 18, 2021 SOF SU//T ---- o� yo # # TOWN OF SOUTHOLD BUILDING'DEPT. IOU 765-1802 INSPECTION [4/FOUNDATION 1ST AIP [ ] ROUGH PLBG. [ ] 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: f%"Dk lAU000A N;ljUVLJ4' .- '-b A mffA4, wv' I6 1-0 1 DATE INSPECTOR Uf SOUTyO # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou�r+ 765-1802 INSPECTION [ F UNDATION IST [ ] ROUGH PLBG. [ 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: ST" f'K�i cv &►� .ASC'/ K v -Q -r-;6 ✓ DATE INSPECTORIX3 141-.7 h� TOWN OF SOUTHOLD,BUILDING DEPT. �O • �O `y�nurm ' 765-1802 y . = INSPECON [ ] FOUNDATION 1ST PLBG. [ ] 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: DATE Y Z INSPECTOR SOUIyo� ✓� �l 75 5-5'- 7_c I # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 " INSPECTION' [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL j ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ , ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [\A ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: s ® LAte �^ DATE .INSPECTOR 'y✓ / 10 BOE 50/Q�, how o� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm '' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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 REMARKS: -��A4n CAMkMe O I (0A dup ffo- cjf At W � DATE INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT.` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]' ROUGH PL13G. j ] FOUNDATION 2ND [ ] INSULATION/CAULKING ' [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) TA ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: ,/V CD llezlolve DATE fi INSPECTOR ec ��pF 50Ulyo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] E C/O REMARKS: pfww- j DATE INSPECTOR (I {/ J! Load Short Form _ = Job: 355 Rocky Point Road H@rxaEnsrzcY �' ��,6 63 2021 Date: 4/19/21 ,kO LUTI0Ni Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail corn e • • For: 355 Rocky Point Road, East Marion, NY 11939 Htg Clg Infiltration Outside db(°F) 15 82 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 57 7 Fireplaces 0 Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 32 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92TAl151524MSA Cond RA1642AJlNB AHRI ref Coil RCF4824HTAMCA+R92TA1151524MSA AHRI ref Efficiency 92 AFUE Efficiency 13.0 EER, 16 SEER Heating input 112000 Btuh Sensible cooling 29400 Btuh Heating output 108000 Btuh Latent cooling 12600 Btuh Temperature rise 70 OF Total cooling 42000 Btuh Actual air flow 1400 cfm Actual air flow 1400 cfm Air flow factor 0.034 cfm/Btuh Air flow factor 0.059 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.77 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftZ) (Btuh) (Btuh) (cfm) (cfm) Bedroom 2 144 3587 1362 123 81 Foyer/Entry 228 3516 1199 120 71 Pwdr Rm 52 1170 180 40 11 Bedroom 3 147 3681 1386 126 82 Guest Bath 82 1518 384 52 23 Master Bath 101 1718 226 59 13 Master Bedroom 207 5096 2443 175 145 Great Rm 393 10109 8039 346 477 Kitchen 234 6138 5004 210 297 Loft 230 4351 3389 149 201 Loft Stair 71 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Writ oft- 2021-Apr-20110417 aw.. Right-Suite@ Universal 2021 21.0 06 RSU20822 Pagel .tsolt HVAC\355 Rocky Point Road—East Manon.rup Calc=MJ8 Front Door faces E Entire House 1890 40884 23612 1400 1400 Other equip loads 1956 245 Equip. @ 0.87 RSM 20803 Latent cooling 7100 TOTALS I 1890 I 42841 I 27903 I 1400 I 1400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig i 2021-Apr-2011 0417 ACM Right-Swte®U Universal 2021 21 0 06 RSU20622 Page t ACM tsoft HVAC\355 Rocky Point Road—East Manon.rup Calc=MJB Front Door faces* E Basement 4 x 4 8x4 e4x4 Sup Riser 12x4 8x4 Ret Riser 4x12 10x12 18x1612x4 r i 10x4 4x I/18x16 8x4 8x4 4x4 12 x 12 Basement Elif \10x12 x4 6x12 10x4 8x4 8x4 6x4 10x4 Job#: 355 Rocky Point Road Home Energy Solutions Inc. Scale: 1 : 83 Performed by Katelyn Maieski for: Page 1 Rocky Point Road 187 East Main Street RghtSulte@ Universal 2021 355 R East ocky NY Road Huntington,NY 11743 21.0.06 RSU20822 Phone:631-673-0664 2021-Apr-20 11 07 04 gdlamay3@gmail.com ...Rocky Point Road—East Marion.ru st FI r 120 cfm 40 cfm Pwdr Rm Ffflo Sup Riser 12x4 Foyer/Entry Ret Riser Bedroom 2 18 x 16 Bedroom 3 18 x 16 1400 cfm 123 cfm 126 cfm 119 cfm 119 cfm Master Bath Guest Bath 52 cfm 59 cfm Great Rm 87 cfm Kitchen Master Bedroom 119 cfm 119 cfm 148 cfm 87 cfm Lcf Job#: 355 Rocky Point Road Home Energy Solutions Inc. Scale: 1 : 83 Performed by Katelyn Maieski for: Page 2 355 Rocky Point Road 187 East Main Street RightSuite®Universal 2021 East Marion,NY Road Huntington,NY 11743 21.0.06 RSU20822 Phone 631-673-0664 2021-Apr-2011:07.04 gdlamay3@gmad.com ...Rocky Point Road—East Marion.ru 2nd Floor 12 x 4 Sup Riser Loft Stair 201 cfm 12 x 4 Attic1 Loft Attic2 Great Rm OTB Job#: 355 Rocky Point Road Home Energy Solutions Inc. Scale: 1 :83 Performed by Katelyn Maieski for: Page 3 355 Rocky Point Road 187 East Main Street RightSwte@ Universal 2021 Huntington,NY 11743 21.0.06 RSU20822 East Marion,NY 11939 Phone.631-673-0664 2021-Apr-20 11:07:04 gdlamay3@gmad.com ...Rocky Point Road—East Marion.ru Manual S Compliance Report Job: 355 Rocky Point Road HOME E�E k C y Date: 4/19/21 SOLUTIONS, Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmall corn • • • For: 355 Rocky Point Road, East Marion, NY 11939 • • ing •uiplmdnt Design Conditions Outdoor design DB: 82.2°F Sensible gain: 23857 Btuh Entering coil DB: 75.2°F Outdoor design WB: 72.0°F Latent gain: 7100 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 30957 Btuh Indoor RH: 50% Estimated airflow: 1400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1642AJ1NB+RCF4824HTAMCA+R92TA1151524MSA Actual airflow: 1400 cfm Sensible capacity: 32932 Btuh 138%of load Latent capacity: 8109 Btuh 114°/6 of load Total capacity: 41041 Btuh 133%of load SHR: 80% Heating�qqipm,ent� Design Conditions Outdoor design DB: 14.6°F Heat loss: 42841 Btuh Entering coil DB: 70.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R92TA1151524MSA Actual airflow: 1400 cfm Output capacity: 108000 Btuh 252%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. 2021-Apr-20 11 04.17 vM RightSude®Universal 202121 0 06 RSU20822 Page 1 ts6ft HVAC\355 Rocky Point Road—East Marion rup Calc=MJ8 Front Door faces E Duct System Summary Job: 355 Rocky Point Road F t M E ENERGY Date: 4/19/21 S4Tr,VTION Entire House By: Katelyn Mail Home Energy Solutions Inc. 187 East MainStreet,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail.com For: 355 Rocky Point Road, East Marion, NY 11939 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.29 In H2O 0.29 In H2O Available static pressure 0.51 in H2O 0.51 in H2O Supply/return available pressure 0.288/0.222 in H2O 0.288/0.222 in H2O Lowest friction rate 0.128 in/100ft 0.128 in/100ft Actual air flow 1400 cfm 1400 cfm Total effective length (TEL) 397 ft SEEM Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk Bedroom 2 h 3587 123 81 0.213 5.4 4x 8 ShMt 10.3 125.0 st6 Bedroom 3 h 3681 126 82 0.159 5.8 4x 8 ShMt 51.7 130.0 st3 Foyer/Entry h 3516 120 71 0.155 5.7 4x 8 ShMt 36.3 150.0 sty Great Rm c 2010 87 119 0.155 5.7 4x 8 ShMt 26.3 160.0 st5 Great Rm-A C 2010 87 119 0.151 5.7 4x 8 ShMt 45.7 145.0 st5 Great Rm-B c 2010 87 119 0.160 5.7 4x 8 ShMt 25.7 155.0 SO Great Rm-C c 2010 87 119 0.154 5.7 4x 8 ShMt 42.0 145.0 st1 Guest Bath h 1518 52 23 0.204 4.0 4x 4 ShMt 56.0 85.0 st3 Kitchen c 2502 105 148 0.128 6.4 4x 10 ShMt 49.3 175.0 st1A Kitchen-A c 2502 105 148 0.143 6.3 4x 10 ShMt 56.0 145.0 st1A Loft c 3389 149 201 0.148 7.0 4x 12 ShMt 54.3 140.0 st4 Master Bath h 1718 59 13 0.194 4.2 4x 4 ShMt 3.3 145.0 st2 Master Bedroom h 2548 87 72 0.202 4.8 U6 ShMt 8.0 135.0 st1 Master Bedroom-A h 2548 87 72 0.152 5.1 U6 ShMt 24.7 165.0 st1 Pwdr Rm h 1170 40 11 0.158 3.8 U 4 ShMt 57.0 125.0 st4A W OIL' 2021-Apr-20 11 04 17 � Right-SudeOO Universal 2021 21 0 06 RSU20822 Pagel tsoft HVAC\355 Rocky Point Road-East Manon.rup Calc=MJS Front Door faces E S.Oply Trunk.Detafl • - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 661 626 0.148 793 10.9 12 x 10 ShtMetl st2 st4A Peak AVF 40 11 0.158 360 3.8 4 x 4 ShtMetl st4 st3 Peak AVF 178 105 0.159 641 6.6 4 x 10 ShtMetl sty st4 Peak AVF 189 212 0.148 635 7.1 4 x 12 ShtMetl st5 st6 Peak AVF 123 81 0.213 369 5.4 12 x 4 ShtMetl st2 st2 Peak AVF 842 720 0.148 842 11.9 12 x 12 ShtMetl st1 Peak AVF 558 680 0.128 816 11.3 12 x 10 ShtMetl st1A Peak AVF 210 297 0.128 593 8.3 12 x 6 ShtMetl st1 Return Branch Detail' Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Mat[ Trunk rb1 Ox 0 1400 1400 172.7 0.128 700 14.8 16x 18 ShMt A-1-wrig 9 afto 2021-Apr-20 11 04 17 RightSude®Universal202121.0.06RSU20822 Page 2 tsoft HVAC\355 Rocky Point Road-East Marion rup Calc=MJ8 Front Door faces E i 1 Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 355 Rocky Point Road,East Marion NY 11939 Test Date 8/19/2021 Building Permit#: 45310 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calc tion : Check if: Floor Area Volume ❑Conditioned Basement Basement 0 ❑Conditioned Crawl Space 1st 1621 12968 ❑Sealed Attic d n 2 315 6266 *The conditioned floor area of dwelling Is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 0 are ' ludes areas where the ceiling height is less than 5 Total Volume 19234 CFM @50 pa 777 Air changes/hr@5 a 2.42 Code Compliance:Owa Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Whole House Duct Location Basement Floor Area 1936 Leakage CFM @ 25pa 77 CFM/100 ft2 CFA 3.98 Code Compliance: Pass System-2- Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: System-3: Duct Location Floor Area Leakage CFM @ 25paCFM/100 A'CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020NewYork State Supplement,Section 4033.4. Signature: - Date: 8/19/2021 Christopher Silvia,Home Energy Solutions iW'17 .. ..... _ c s 10 IA 'kali I R 1 i y , r > , : .� CL �y�a •'+ __ �;� `k;. �� �• "°`�€;�. ,�� - '��..-� _ xis' �% '', \ ;�.,,,;,... . moi V V, J� R 3 •!, Bae`.. - •ii"•�• �. A, - �'.'*. ..�- ys ly,. v." AU"lCI�L®����I 4060 Sunrise Highway, Oakdale, New York 11769-0901 May 24, 2021 Peter Sertoli 23 Florence Ave Oyster Say, NY 11771 To Whom It May Concern: This is to certify that the Suffolk County Water Authority has installed Public Water Service at the following location: 355,ROCKY POINT RD, EAST MARION 1000-03100-0100-005006 1" Domestic Water Service Very truly yours, Lisa Cetta Manager- New Construction LC: db JUN 2 , ,.,,r��,has-.^n^• ..,-.. . , , ,,, ElffapLetter Revised 6103 1 1 • • rare10 1 1' FOUNDATION(IST) In� r.0 mROUGH]FRAMING,& .0 1 J FA PLUMBING re WAR • D M 8 � /D ! 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)7654802 Planning Board approval FAX: (631)765-9502 Surveyy/ Southoldtownny.gov PERMIT NO. Check Septic Form ►/ N.Y.S.D.E.C. Trustees C.O.Application f Flood Permit Examined V 20 Single&Separate Truss Identification Form v/ Storm-Water Assessment Form ✓ Contact: Approved 204 Mailto:71)Lwo Disapproved a/c 723 1=L0 2 E—'`ICE AVE Phone: (,5 io z i e-` 'a3 1 Expiration 20 Bulklmg pector APPLICATION FOR BUILDING PERMIT Date �/� ,20---7 I>` 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 of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) a-,2 I;'t�2l��fic. SUE (Mailing address of applicant) State whether applicant iso er,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder /AC' 1.Y T Name of owner of premises ? r2 (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. i3 Electricians License No. T5 D Other Trade's License No. L Location of land on which proposed work will be done: 3 S6 n�-®c-kr► �>O t k:1 Q® rs-AsT 111 A ej o w House Number Street Hamlet County Tax Map No. 1000 Section 31 ,Co( Block 011,()0 Lot 00--�A Do Subdivision_ E&5--r h A R i p W Woon n�� Filed Map No. 676cl Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V AGA�j a A k)p b. Intended use and occupancy St�C-�4..C '/��] 11 , (��S 1 tel✓N G�, 3. Nature of work(check which applicable):New Building '✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fe00 e Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units -1 Number of dwelling units on each floor If garage, number of cars too GALA. ;em 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. Q/A 7. Dimensions of existing structures,if any:Front U,/A Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front IJI Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front 4 I"='e Ream FT Depth 36 'F­17 Height --_I 1+ FT Number of Stories 1 9. Size of lot:Front 3 F Rear 11+2�75 mss- Depth ,� o 43 (_-r 10. Date of Purchase Name of Former Owner T015 l—F 14 VA fZ R b 11.Zone or use district in which premises are situated R8 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 t� 14.Names of Owner of premises P5"i'C i'2._ all xLatx lAddress Phone No. Cs,` `i a6-0C 5(3 Name of Architect 'To M 'D E BL-2-Ab Address Phone No ,h8' �06_ 16- Name of Contractor_ 'TB D Address one 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 t,/ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) —roll-"i® GF—(Z1 01-1 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A Gly Ui' (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of So® bQ-e 20 2-c) % STACEY M.KALOUDIS Notary Public,State of New York Nota Public .01 KA640149 �' bliQualified in Nassau County Signature of Applicant Commission Expires December 9.2023 �o�g�FFOI,��oG BUILDING DEPARTMENT Electrical Inspector rte„ x TOWN OF SOUTHOLD oy �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 9 � Telephone (631) 765-1802-FAX(631)765`95 Temporary Certificate # 8CC--1Date I 2021 Customer Name , Q e- er a Electrician Name Address L�rj ��� ( Phone e-mail e-mail ne Uel' Y Wa Phone -1License# Size G 0 A Phase Overhead Underground #of Meters Remarks TT #of Underground Laterals 1 2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by Town Han Mnez -�[ Tdephone(631)765-1802 54375 Main Road ,. - P.O.Box 1179 ma riCFlei'[Ck t�'150=nV u8 Souu wkL NY 11971-0959 BUILDING DEPARMWr TOWN OF SOITI`HOLD APPLICATION FOR-ELECT_RIC_AL INSPECTION REQUESTED BY: �LG�Gt�iY' Ie�fr7G �� Dater Company Name: tuba W E/e, Ucense No.: 'b 7 %V1� Address: wn n . Y�✓u wG2,s�. nib P-70 o e No.: 75l " JOBSITE INFORMATION: (*Indlcetos, required information) ,',glome: P&P&r* I, &rt0.ji.", &hot *Address: "Cross Street: h'1 Ln R• .`Phone No.: Ilk"-s :2�b Permit No.. S3J o Tax-MapDistrict: 9004 Section: r- �, - Block: �/ Lot: l o "'BRIEF DESCRIPTION OF WORK(Please Print Clearly) vj Yonv— � M5 o (Please Circle Alf That APPIY) *Is job ready,for inspection: W 111 i`� YES/ NO. Rough In Final *Do you need a Temp Certificate: /� NO pj� 4,,x .b 3> 3 Zi,b 8 73 sr Temp Information(if needed) *Servke Size: 1 Phase 3Phase 100 150 300 350 400 Other *New Service: Re-connect . ndergnwnd umber of Change of Service Overhead Additional Information: _PAYMENT DUE WITH APPLICATION rP $241equest for InspectIM Form 1 PERMIT# Address: Switches , I� n �I Outlets ` IX11 ,�• , GFI's - I Surface Sconces 1 1 H H's UC Lts Fans Fridge I HW Exhaust 1 Oven 4S Dryer Smokes I DW S,ervjc jce)A--� Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: P P V Comments l 4 FFUJft� Town Hall Annex ��0 ��� � Telephone(631)765-1802 54375 Main Road a t; Fax(631)765-9502 P.O.Box 1179 �d Southold, NY 11971-0959 +� i BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 0 Owner: Location of Property: 2 oG ug ,po i T R , qg�-- A r N Please take nonce that the (check applicable line): ®Z New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction(TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): 'Tt 7t,.LI.() t C i2Td i v l Capacity(check applicable line): Owner ✓ Owner representative TrussReg15.docx EffecOve 1/1/2016 CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY Bargain and Sale Deed, with Covenant against Grantor's Acts THIS INDENTURE, made the of , 2020 BETWEEN JOSEPH FARRO Residing at: 37 Stone Ledge Road, Saddle River, NJ 07458 party of the first part, and PETER J. BERTOLI and ELIZABETH F. SCAFURO Residing at: 236 Livingston Street, Apt. 25A, Brooklyn, NY 11201 party of the second part, WITNESSETH,that the party of the first part, in consideration of dollars paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, situate, lying and being at East Marion, Town of Southold, Suffolk County and State of New York, known and designated as Lot No. 26 as shown on a certain map entitled "Map of East Marion Woods" and filed in the Office of the Clerk of the County of Suffolk on June 7, 1989 as Map Number 8759 said lot being more particularly bounded and described as follows: "Schedule A Attached" BEING AND INTENDED TO BE the same premises as described in deed made by Joseph Farro, dated 03/29/2013 and recorded 09/10/2013 in Liber 12743 Page 742 in the Office of the Clerk of Suffolk County, State of New York. TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read "parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. t17 OF: _ _ _ TO BE USED ONLY WHEN THE AC__KNOWLEDGMENT IS MADE IN NEW YORK STATE State of New York,County of State of New York, County of ss: ss: j On the day of Vy in the2020 ear Y ; On the day of in the year 2020 before me,the undersigned,personally appeared before me,the undersigned, personally appeared JOSEPH FARRO f I 1 personally known to me or proved to me on the basis of satisfactory personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s) is (are) subscribed evidence to be the individual(s)whose name(s) is(are)subscribed to to the within instrument and acknowledged to me that he/she/they the within instrument and acknowledged to me that he/she/they executed the same in his/her/their ca aci executed the same in his/her/their ca aci p ty(iesi and that by p ty(ies), and that by � his/her/their signature(s) on the instrument, the individual(s), or the his/her/their signature(s) on the instrument, the individual(s), or the i person upon behalf of which the individual(s) acted, executed the person upon behalf of which the individual(s) acted, executed the ! instrument. instrument. (signs a and office of individual taking acknowledgment) f (signature and office of individual taking acknowledgment) { MORGANT W. FIEDLER NOTARY PUBLIC-STATE OF NEW YORK No.02F 16304179 Qualified in Suffolk County I I My Commission Expires 05-27-2022 I t TO BE USED ONLY WHEN THE ACKNOWLEDGMENT 15 MADE OUTSIDE NEW YORK STATE State(or District of Columbia,Territory, or Foreign Country)of ss: On the day of in the year before me, the undersigned,personally appeared { personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s) is(are) subscribed to , the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their I signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s) acted,executed the instrument, and that - such individual made such appearance before the undersigned in the ; in (insert the City or other political subdivision) (and insert the State or Country or other place the acknowledgment was taken) t (signature and office of individual taking acknowledgment) I i Bargain and Sale Deed WITH COVENANT AGAINST GRANTOR'S ACTS Title No. 641-S-04391 DISTRICT 1000 SECTION 031.00 BLOCK 01.00 LOT 005.006 COUNTY OR TOWN Suffolk JAN 2 6 2021 January 20,2021 Tullio Bertoli { -• r. _ 23 Flroence Avenue Oyster Bay,NY 11771 Town of Southold c/o Building Department c/o Sue 54375 Route 25, Southold,NY 11971 RE:BP#45310 355 Rocky,Point Road,East Marion,NY Sue, Attached are the photos for the foundation wall and waterproofing that the inspector had wanted over the holiday. I have also enclosed a foundation survey that is requited prior to beginning framing.Please note that the house was moved to the South to preserve some beautiful specimen trees that we found on site.It is still located within the required-setback: '14L. Thank you. r l� n n Tullio Bertoli (516) 398-9831 i i July 7,2021 23 Florence Avenue Oyster Bay, NY 11771 Town of Southold Building Department c/o Susan Pontino 54375 Main Street-NY25 Southold, NY 11971 RE: Building Permit#45310 New single family home located at 355 Rocky Point Road, East Marion, NY Susan Enclosed is my final Board of Health sign off approval. Can be please enclose it in my file for the Certificate of Occupancy and let John know. Thank you for your assistance, Tullio Bertoli (516)398-9831 i" Generated by REScheck-Web Software Compliance Certificate Project Bertoli & Scafuro House Energy Code: 2018 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 45 deg. from North Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 355 Rocky Point Road Peter Bertoli John DeFazio East Marion, NY 11939 23 Florence Avenue John DeFazio AIA Architect Oyster Bay, NY 11771 39977 44th Street (516)426-9513 1st Floor peter.j.bertoli@gmail.com Sunnyside, NY 11104 defazio@mindpring.com usingCompliancen Passes s off Compliance 4.2%Better Than Code Maximum UA 382 Your UA 366 Maximum SHGC 0.40 Your SHGC 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,245 30.0 12.0 0.025 31 Ceiling 2: Flat Ceiling or Scissor Truss 633 30.0 12.0 0.025 16 East Elevation Wall: Wood Frame, 16"o.c. 734 21.0 0.0 0.057 35 Orientation: Front Door. Solid Door(under 50%glazing) 25 1.870 47 Orientation: Front East Elevation Windows:Wood Frame 96 0.250 24 SHGC: 0.28 Orientation: Front South Elevation Wall:Wood Frame, 16"o.c. 382 21.0 0.0 0.057 19 Orientation: Left side South Elevation Windows:Wood Frame 56 0.250 14 SHGC: 0.28 Orientation: Left side West Elevaton Wall:Wood Frame,16"o.c. 734 21.0 0.0 0.057 33 Orientation: Back Sliding Doors: Solid Door(under 50%glazing) 40 0.250 10 Orientation:Back West Elevation Windows;Wood Frame 110 0.250 28 SHGC: 0.28 Orientation: Back North Elevation Wail:Wood Frame, 16"o.c. 382 21.0 0.0 0.057 19 Orientation: Right side Project Title: Bertoli &Scafuro House Report date: 09/16/20 Data filename: Page 1 of 10 • t Gross Area Cavity Conti Perimeter Kitchen Door: Glass Door(over 50%glazing) 20 0.250 5 SHGC: 0.28 Orientation: Right side North Elevation Windows:Wood Frame 36 0.250 9 SHGC: 0.28 Orientation: Right side Floor:All-Wood Joist/Truss 1,610 30.0 0.0 0.033 53 Basement: Solid Concrete or Masonry 393 0.0 12.0 0.058 23 Orientation: Front Wall height: 8.0' Depth below grade:7.0' Insulation depth: 7.0' 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 been designed'to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandato requirements listed in the REScheck Inspection Checklist. John DeFazi AIA,Archtitect 9/16/20 Name-Title Signat r Date Project Title: Bertoli &Scafuro House Report date: 09/16/20 Data filename: Page 2 of10 REScheck Software Version o REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 92.0% 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 ,���, a ,_ �. �w �p. .� ..._,. a'° Plans"Verified'' =Field Ver"ifi®ii ,� ,Pre"-Inspection/Plarf,06viewi� Value Complies?,'' Comments/Assumptions" &Req:ID -Value` r 103.1, :Construction drawings and _ '^� ❑Complies :Requirement will be met. 103.2 documentation demonstrate �' �� ❑Does Not [PRI]i :energy code compliance for the ��'ti°:�„" , „ � n� ` :Location on plans/spec: ;building envelope.Thermal ;„•°. w„ �a � a ❑Not Observable : See Sertoli&Scafuro envelope represented on ❑Not Applicable :Residence-A-1.1&A-2.3 construction documents. 103.1, :Construction drawings and ❑Complies :Requirement will be met. 103.2, documentation demonstrate x," ❑Does Not 403.7 :energy code compliance for ��," � ;"a; ����` [PR3]2 :lighting and mechanical systems. El Observable , :Systems serving multiple `�`^` = ❑Not Applicable : ;dwelling units must demonstrate ;compliance with the IECC :Commercial Provisions. � 302.1, :Heating and cooling equipment is: Heating: Heating: :❑Complies ;Requirement will be met. 403.7 ;sized per ACCA Manual S based Btu/hr Btu/hr UDoes 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 :❑Not Applicable ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) '2 Medium Impact(Tier 2) 13,1 Low Impact(Tier 3) Project Title: Bertoli &Scafuro House Report date: 09/16/20 Data filename: Page 3 of10 Section =r ..: ,••...' P •�, Plans°, ,,ied Field Verified` Complies?'. ' �' CommentOLssumpfion"s', Foundation Ins ectio'n, a &Req.ID" _ Value.:��..; Value F " t 402.1.1 ;Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [FO4]1 insulation R-value.Where interiorR R_ ❑Does Not ;table for values. co insulation is used,verification may need to occur during ❑Not Observable linsulation Inspection. Not :❑Not Applicable ; required in warm-humid locations ;in Climate Zone 3. ; 303.2 ;Conditioned basement wall1,'" � 'tib:,° -+ »® ..�❑Complies Requirement will be met. [FO5]1 insulation installed peri>,�r' =� ''. ' ,° ❑Does Not manufacturer's instructions. :Location,° ". ' ,� ,:., ,yr,', Location on plans/spec: ,'; t eN:❑Not Observable ' :See Bertoli&Scafuro ❑Not Applicable •"g, ,,.�^ m,,n,,�^sp, � ��` r�.n�;=;-�a Residence-A-2.2,A-2.3,A- :2.4 - :2.4 402.2.9 ;Conditioned basement wall ; ft ; ft ;❑Complies ;See the Envelope Assemblies : ; [FO6]1 insulation depth of burial or ; ;❑Does Not table for values. -� 'distance from top of wall. CJ : :❑Not Observable : ❑Not Applicable 303:2.1 ;A protective covering is installed ❑Complies :Requirement will be met. [FO11]2 to protect exposed exteriors ❑Does Not °6l'x insulation and extends a '"�` '"'a - `°A�`„°`" °` :Location on plans/spec: � ;fit :�y t �a` �.,"�°?`,�r„'. I; °�, ,' , �,. ,� ❑Not Observable :See Bertoli&Scafuro . ,,minimum of 6 in. below grade. .� �"a� °°�.T•f^, �. to ” '" �_ ❑Not Applicable ' �,� � °g,";r Residence-A-2.3,A-2.4 ;Sm p; ]LIComplies403.9 12 [F Does Not❑Not Observable i ❑Not Applicable ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bertoli &Scafuro House Report date: 09/16/20 Data filename: Page 4 of 10 e Section = Plans"Verified Field"Verified'" " #�- Framing'/"Rough-In Inspection Complies? CoinM nis/Assumptions, &Req.ID` .Value: Value 402.1.1, ;Door U-factor. ; U- ; U- I❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not table for values FRl ' ; [ ] ;❑Not Observable ; ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). PDoes Not ;table for values. 402.3.3, 402.5 .❑Not Observable [FR2]1 ; ; ;❑Not Applicable ; 303.1.3 ;U-factors of fenestration products ; 'rig �,`° °;.,gym +a°'�'°" ° .°'; "�'.,° ❑Complies ;Requirement will be met. [FR4]1 ;are determined in accordance ❑Does Not :with the NFRC test procedure or ;taken from the default table. .a, V ❑Not Observable ; y_ ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ° •" ° ;❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's '' ; ";`' ❑Does Not U instructions. ` - � � °�`'� (°.. ❑Not Observable ' wg ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 ;Is listed and labeled as meeting` ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 a "» f or has infiltration rates per NFRC �° ❑Not Observable 400 that do not exceed code " � ��°� G '�"""k;, ❑Not Applicable ;limits. `402.4.5 ;IC-rated recessed lighting fixtures ° ❑Com lies ,Requirement will be met. [FR16]2 sealed at housing/interior finish '. � �_' ° " "' ❑Does Not ,and labeled to indicate<_2.0 cfm a, '���" ``"' °''� �° " " � ❑Not Observable :leakage at 75 Pa. a ❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics �'a�m " �° ❑Complies ;Requirement will be met. [FR12]1 ;insulated>= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ 'R-6 where<3 inches. Supply and M ❑Not Observable return ducts in other portions of ° ° �` �" $� �" ° ❑Not Applicable ;the building insulated>= R-6 for "' ;diameter>= 3 inches and R-4.2 ��� ,for< 3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter , �' :�3�"` ❑Complies 'IRequirement will be met. [FR13]1 boxes are sealed with �� � �' ❑Does Not ;joints/seams compliant with 'International Mechanical Code or �� '" , �"��,; of❑Not Observable ' International Residential Code,as "° ;'z wa ❑Not Applicable 'applicable. , 4 ; 403.3.5` Building cavities are not used as _ " ❑Complies ;Requirement will be met. [FR15]3 :ducts or plenums. Z'`,b �•� ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 12,1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Bertoli &Scafuro House Report date: 09/16/20 Data filename: Page 5 of10 Section Framing/"Rough-ln In`sp®ct on, P,IansVerified';. =°Field Verified, x,Com`pHe ,Comments ss ".Valueu, a„ ° Value,` &•Req.ID, Q• a= 403.3.7 ;Ducts declared to be within the" R,-"°, :a� ❑Complies ;Requirement will be met. [FR28]3 ;conditioned space are either 1) (�°, ° ❑Does Not :completely within the continuous °x' ;;;; ;air barrier and within the building R y ❑Not Observable �' °'� - , thermal envelope,2) buried �,°�aar„ '��'°.�n���° - ,•� ❑Not Applicable within ceiling insulation in accordance with Section " P 111403.3.6 and the air handler is located completely within the ,t` � : � :continuous air barrier and within .the building thermal envelope ;and the duct leakage is<= 1.5 ;.• ; cfm/100 square feet of .conditioned floor area served by ;the duct system, or 3)the ceiling f ;insulation R-value installed .against and above the insulated ,n. ';duct>=to the proposed ceiling 'insulation R-value, less the R- ' :value of the insulation on the « 403,4 ;HVAC piping conveying fluids R- R- :❑Complies :Requirement will be met. [FR17]2 Iabove 105°F or chilled fluids ;❑Does Not below 55 °F are insulated to>_R- l�) :3 ;❑Not Observable ; ❑Not Applicable 403.4.1 :Protection of insulation on HVAC °' " :• � ;� ' ':= „�`^ �`,ti°❑Complies :Requirement will be met. [FR2411 :piping. ',: ° ° " °❑DoesNot "�� []Not Observable ❑Not Applicable 403,5.3 :Hot water pipes are insulated to : R : R= :❑Complies ;Requirement will be met. [FR18]2 >_R-3. . . .❑Does Not ❑Not Observable ❑Not Applicable 403.6 :Automatic or gravity dampers are `•' �:�.��' ">' °��;� 'µv:„•; ,❑Complies :Requirement will be met. [FR19]2 :installed on all outdoor air ❑ Does Not , intakes and exhausts. ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12,IMedlum Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Bertoli &Scafuro House Report date: 09/16/20 Data filename: Page 6 of 10 section plans-Verified Ffield Verified,, Insulation Inspection ,':Value Value,<, , Complies., Comments/Assumptions &`Req.ID 303.1 :All Installed insulation is labeled ❑Complies :Requirement will be met. [IN13]2 :or the installed R-values ❑Does Not V :provided. T []Not Observable j 3• .]❑Not Applicable 402.1.1, ;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 Observablelog ; ;❑Not Applicable 303.2, IFloor insulation Installed per W. ❑Complies ;Requirement will be met. 402.2.7 manufacturer's Instructions and C -]Does Not [IN2]1 in substantial contact with the :Location on plans/spec: :underside of the subfloor,or floor ❑Not Observable :See Bertoli&Scafuro :framing cavity Insulation is in ❑Not Applicable 1 Residence-A-2.3,A-2.4 ;contact with the top side of ; ;sheathing, or continuous Insulation Is installed on the i;�':• ``�"' ,:? :underside of floor framing and " ;extends from the bottom to the 4 :top of all perimeter floor framing ;members. ; 402.1.1, :Wall insulation R-value. If this is a: R- ; R- :❑Complies ;See the Envelope assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood ;E] Wood ;❑Does Not stable for values 402.2.6 ;wall insulation on the wall :❑ Mass ❑ Mass :❑Not Observable ; [IN3]1 exterior,the exterior insulation ❑ Steel ❑ Steel ❑NotApplicable G :requirement applies(FR10). 303.2 ;Wall insulation is Installed per a,•. _ °❑Complies :Requirement will be met. [IN4]1 :manufacturer's Instructions. `' ❑Does Not ❑Not Observable :See on plans/spec: ,See Bertoli&Scafuro ❑Not Applicable ;Residence-A-2.3,A-2.4 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title: Bertoli &Scafuro House Report date: 09/16/20 Data filename: Page 7 of10 •Sectoon � ' Plans Verifoed, Field•Verified : # Final Inspection'Pr'ovisionsComplies? ��Comments/Assumptions"- &Req.9D Value- i/alue•'. 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values 402.2,2, ❑ Steel ❑ Steel :❑Not Observable 402.2.6 [FI1]1 ; ;❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. �,�,, y° ?a�"� ' ❑Does Not [F12]1 ;Blown insulation marked every � Location on plans/spec: ❑Not Observable ; ;300 ft2. �;." See Bertoli&Scafuro .❑Not Applicable ;Residence-A-2.3,A-2.4 402.2.3 `;Vented attics with air permeable ��$ � ' �" ' 4 �, ❑Complies :Requirement will be met. [FI22]2insulation include baffle adjacent r ` m ❑Does Not ;to soffit and eave vents that :• �'�° ;extends over insulation. ❑Not Observable ; ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- :F-]Complies ;Requirement will be met. [FI3]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 ;,Requirement will be met. [FI17]1 :ach in Climate Zones 1-2,and :❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable p❑Not Applicable 403.3.3 ,Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [F127]1 :determine air leakage with ft2 ft2 :❑Does Not : :either: Rough-in test:Total leakage measured with a :❑Not Observable ; 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 manufacturer's air handler enclosure. ; 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ![]Complies :!Requirement will be met. [FI4]1 :cfm/100 ft2 across the system or ft2 ft2 :❑Does Not : <=3 cfm/100 ft2 without air I :❑Not Observable ;handler @ 25 Pa. For rough-in ; ; ; tests,verification may need to ;❑Not Applicable ; :occur during Framing Inspection. : 403.3.2.1 ;Air handler leakage designated ` �"s�T:E�w .❑Compiles :Requirement will be met. [FI24]1 :by manufacturer at<=2%of ,�, ❑Does Not :design air flow. ❑Not Observable ❑Not Applicable 403.1.1 ,Programmable thermostats ❑Complies ;Requirement will be met. [FI 9]2 installed for control of primary ❑Does Not : :heating and cooling systems and " initially set by manufacturer to y;` k ❑Not Observable code specifications. ❑Not Applicable 403.1.2 ;Heat pump thermostat Installed ��� `;' -� " ❑Complies ;Requirement will be met. [F]10]2 ion heat pumps. � '�" ❑Does Not : ; bNot Observable ; wI❑Not Applicable 403.5.1 ;Circulating service hot water °'�° ❑Complies ;Requirement w111 be met. [FI11]2 ;systems have automatic or °��'' s� ;'�, ' ��','� � []Does Not :accessible manual controls. 1E]Not Observable ,'❑Not Applicable : 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Bertoli &Scafuro House Report date: 09/16/20 Data filename: Page 8 of 10 $lection^• t"" r 4 ,q PlansxVered Field',Nerifled'', # Final lnspectidn'Provisions: ;,, „ c.E: ; Colrl'plq. ies? ,;a " '^Comments%AssuinPtions': ' °"� 7'" ElCom lies ;Requirement uirement will be met. 403.6.1 ';All mechanical ventilation system ;";,y,�'���,"� ��.�`';�`.• .•��,;, ?; � ���-„�...'�IE]Not P q . .��, : . ., ° �, Does Not [FI25]2 ~fans not part of tested and listed ��'�'�o�`" � �•,•^a. �„���^�° x�,°'��,.':,,,ro � � ❑ • ;HVAC equipment meet efficacy ` „� „Y ,, ,. aObservable ' ,and airflow limits per Table ”' .�;k°"`�;_°",^ G R403.6.1. ❑Not Applicable ❑Com lies ;Requirement will be met. 403:2 :;Hotwater boilers supplyingheat >�_° °�s�, ,ma�'°` as; ,a :throw h one-or two-pipe heatin ry"``' " '" . M` Vit, [F[;!6]2 99 "�„., -,�y�E. :t. ': '`,.��,••,,�`;p*��w. ❑Does Not - :systems have outdoor setback x°� �y-, .°„~ 'r ��;'� ,�a>A"�f�k.",>, �"'[]Not Observable 4Y.a M1 +u"-A ;control to lower boiler water ;❑Not Applicable itemperature based on outdoor >"` '° `^ ; ° `^ ". "`_ " :temperature. `xmF,°,a ?' • '`°j ~`r' ”'°°❑Complies ;Requirement will be met. 403:5.1.1°E:Heated water circulation systems ;.�,a, ,�.: x�" ,„ �',t [FI28]2 ` 'have a circulation pump.The ;�°, ` �=,w"� °��` x„'" ' "4°'� °p,"w"❑Does Not ; ;system return pipe Is a dedicated ; . " ;return pipe or a cold water supplyw „° '��`'`�� - ^'; ^:=❑Not Observable ; .: a °Fadi `� ❑Not Applicable ' :pipe.Gravity and thermos- ,�, .„ „ muo R,•x�� ." �,`,�, �,.. •? ,.:; - .•` "$ , aid„ ,.;°;• : >. g syphon circulation systems are not present.Controls for -circulating hot water system „; '�`•. "'^`` "*�.iw" ' " ?w.�; „ ;pumps start the pump with signal 'for hot water demand within the �` �`` r �° '• a�'r ,occupancy.Controls :automatically turn off the pump when water is in circulation loop - , is at set-point temperature and ,b °°�.,;? .y 4" °r"�5.,, � �•"t�„,. fin, no demand for hot water exists. �,,i Na r z.. ,.a3`�.;,x� ^g ,"•' nP 19s<`-J=,W° Sy+• � Pad ii 403:5.1:2''Electric heat trace systems ar� `".r;° :`'^�""',� „ �'^� '` � '"'e'' ' ❑Complies Requirement will be met. ,w .�°y I„• :n„�, '” [F129]? ° :comply with IEEE 515.1 or UL �`�"°��� . °°° �"` °'��` 1,.r ❑Does Not 515.Controls automatically �ti °� s�,Q°M s.r�•„ ^'�`F"" ❑Not Observable ' ;adjust the energy input to the `. []Not Applicable ; heat tracing to maintain the desired water temperature in the ',Y °,� •'°`^` >"` „ ` ^ ,piping 403.5.2, 'Demand recirculation water m '„�� - ' ;: ~” ."'," ❑Complies [F130]2 , systems have controls that ,a"`",.:`�� �,� °•. , �W„�.v Does Not .I manage operation of the pump ;M ti� ,v' w:�n,:.^�,,� ^� •,:e.. - ;and limit the temperature of the ❑Not Observable, .water entering the cold water ❑Not Applicable ; , m r ,��W• ,�' �,a�"'�•w"gip, :piping to<= 1049F. `403:5.4' ;Drain water heat recovery units `w ,4 ". z;'�"a; �,^�$•`"y �, ��,�� �'� ^"��ay ❑Complies ;Requirement will be met. [Fl! :tested in accordance with CSA ��," ,",'° �°"_,`,�° • � a x ❑Does Not 655.1. Potable water-side ,t, e _;pressure loss of drain water heat ­y,;, "s r: " �` � :, s ° ❑Not Observable , ^ "�° �` []Not Applicable recovery units< 3 psi for ^°% ` ;�;' = �","�y, �•'''��w �°�.", ;individual units connected to one "or two showers. Potable water- ,,side pressure loss of drain water ,�x°��`y` ro,`,�� ` `'" „��� Iheat recovery'units<2 psi for :`individual units connected to M r> _ { three or more showers. 404.1 ;90%or more of permanent ,,' ❑Complies ;Requirement will be met., a; a”e t [FI6]� :fixtures have high efficacy lamps. ,� �,;�� � " ^ '°� v�:,�:p;. []Does Not �;�. Ma�,." : .: _>� ,<<�" "WY•.:Iq� ri ° °'"wbr�. ;�El Not Observable ; }`Fay, ❑Not Applicable ; 404.1.1 Fuel gas lighting systems have w �'" ""' ❑Complies !Requirement will be met. '`"� ' ❑Does Not [FI23]3 :no continuous pilot light. m„ �„�”°^"�_��.°„^I"���;;, � �_ - ,_ []Not Observable ; ❑Not Applicable 401.3 .,Compliance certificate posted. �''a«� �' "�° "• r� `„ �°"�'�'�`a^ "° [ Complies ; (F17]1a. �,°„�. °: ,J' ��,:'m.� ; ❑Does Not ., .: ",,-;” -� •”^ �,. „� []Not Observable IE]Not Applicable ; 1 1 High Impact(Tier 1) ,2 Medium Impact(Tier 2) `3 Low Impact(Tier 3) Project Title: Bertoli &Scafuro House Report date: 09/16/20 Data filename: Page 9 of10 sectlon Plans Verified Field Verified, # Final Inspection Provisions - ;Complies? ` Comments/Assumptions & Req. ID Value, Value, . 303.3 ;Manufacturer manuals for F ❑Complies ;Requirement will be met. [F[18]3 mechanical and water heating i❑Does Not systems have been provided. ; :.J❑Not observable ;4(❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1,2,1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Bertoli &Scafuro House Report date: 09/16/20 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 12.00 Floor 30.00 Ceiling/ Roof 42.00 Ductwork (unconditioned spaces): Glass&Door Window 0.25 0.28 Door 0.25 0.28 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments I�1G RO�EED°VIIITH- ` 'UNTIL SURVEY A�APPRD AS NOTED ``oF,'F,OUNDATION LOCATION DATB.p.# H 0BEEN APPROVED..FEE: BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 ' 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: ELECTRICAL 1. FOUNDATION - TWO REQUIRED INSPECTION REQUIRED FOR POURED CONCRETE 2.• ROUGH - FRAMING & PLUMBING 3. INSULATION TRUSS PLACARDING REQUIRED 4. FINAL,- CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL.CONSTRUCTION SHALL MEET THE 'C 'SING REQUIREMENTS OF THE CODES OF NEW r";,f"L~IL:PLUMBING'h'AS_r YORK STATE. NOT RESPONSIBLE FOR 1VATER LINES r�E .`­ DESIGN OR CONSTRUCTION ERRORS. INC BEFORE COVE-' PLUMBER CERTIfI,CATION COMPLY WITH ALL CODES OF ON LEAD CONTENT BEFORE NEW YORK STATE & TOWN CODES CERTIFICATE.OFOCC.UPANC, . AS REQUIRED AND CONDITIONS OF SOLDER USED IN WATFR { } , SURPLYSYSTEM CANNo-r EXCEED 2110 OF 1% LEAD �� �itTEES Blower door and ductwork testing required. OCCUPANCY OR USES,UNLAWFUL Must provide Manuals WITHOUT CERTIFICATE D, J and S as per OF OCCUPANCY NYS Energy Code DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before All exterior lighting Backfill,OR Provide Engineer's Certification Installed replaced or that the drainage has been installed to Code. tepaired shaU conform to Chapter 172 Of the Town Code N SURVEY OF PROPERTY A T EAST MARION n TOWN OF SO UTHOLD i SUFFOLK COUNTY, NY CERTIFIED TO: ca, .O�q 1000-31-01-5.6 SCALE.- 1'=40 FIRSTAMERICAN TITLE INSURANCE COMPANY: TITLE NO. IS 641-S-04391 AUGUST 30, 2002 PETER J. BERTOLI & ELIZABETH F. SCAFURO OCTOBR 3, 2002 (REVISIONS) NOVEMBER 15, 2002 (REVISIONS) AUGUST 1, 2003 (REVISIONS) AUGUST 4, 2020 SEPTEMBER 17, 2020 (CERTIFICATIONS) JANUARY 21, 2021 (BUILDING LAYOUT) JANUARY 21, 2021 (FOUNDATION LOCATION) LA o .. SCTM# 1000-31-02-19 VACANT rn ® WELL. LOT 25 SCTM# 1000-31-01-5.5 ` DWELLING WELL BB CURB C ` EL.37.9' EL 37.7' i VINYL 3 43, PIPE STOCKADE Q V• FOUND FENCEE X U) O^ FEN.END " SCTM# TEST HOLE DATA 1.7'N - w COMMERCIAL BUILDINGS COMMERCIAL BUILDINGS McDONALD GEOSCIENCE 7� '4910 _ _ 1 -r^ WELL 00/00/00 m o ti R.•: C fy•ATCC EYPR�SEIOPCVC' 11 i fn p{t .. EL. 38.0 zo s10 1 0 V N BROWN LOAM OL 0.5' EL.38.1' — 1 o y r U SCTM# PIPE _ 1 < 1000-31-01-5.8 FOUND PALE BROWN SILT ML DWELLING 1 1 N O 3 PUBLIC WATER Z 111 111 • 1 1 CATCH �. 0 1` 36 0' 9, 11 BASIN �r PALE BROWN SILTY SAND SM 1 2•� 1 j � 1 � al, 27. 41' G-f o-Z N11 N v 1 p 8.0' 1 0 �o o v,0 0 0 2 7 9' 1• TH LOT 26 11 z Z Z N 130 I J EL.38.0 PALE BROWN FINE TO 1 2.7• 4.7' �• EL.37.9 EL 37.7' COARSE SAND SP �� \ PIPE LOT 241 \FOUND 17' 111 _ PRD SE�BpCK''' CP \\\ NOTE NO WATER ENCOUNTERED. 1111350 \\ TR \ ELEVA 77ONS REFERENCED TO NA VD 88 J �' ROW OF 3Q0•0 + \\` cP \ KEY pEER FENCE SCTM# \ O 1000-31-02-32.7 O = REBAR EL.36.6' 54+�0"Vd li COMBUILDING CIAL ® = WELL ® = STAKE ��+ FEN. 3.2'S S' q.12' % WELL 1501+ 1 0 = TEST HOLE N/O/F rn OD ® = PIPE A P SEPENOSKI 3 SCTM# ® = MONUMENT 1000-31-01-5.9 NF = WETLAND FLAG KATHRYN A 0 SEPENOSKI FARM FIELDS = UTILITY POLE SCTti1# SCTM# 1000-31-01-5.10 I 1000-31-02-23 = HYDRANT DWELLING WELL ....... Car hik:GY LOT NUMBERS REFER TO "MAP OF EAST MARION WOODS" FILED IN THE �< } SUFFOLK COUNTY CLERK'S OFFICE AS FILE NO. 8759. Q C- 0 ,��.E` �� •� lam familiar with the STANDARDS FOR APPROVAL AND CONS77?UC170N OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth J. ;_::_.`':'"'• , therein and on the permit to construct. The location of wells and cesspools shown hereon are t{ j from field observations and or from data obtained from others. THE LOCATIONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVA77ONS <' tiAb AND OR FROM DATA OBTAINED FROM OTHERS THEREFORE THEIR LOCA77ONS AND OR � �' �1�1 LIC. NO. 49618 EXISTENCE IS NOT GUARANTEED. PECON1C-'SUR,VEy0RS, P.C. ANY ALTERA770N OR ADD177ON TO 7HIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW AREA= 43,427 SQ. FT. (631) 765-5120 FAX (631) 765-1797 YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL P.O. BOX 909 CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES 774EREOF ONLY IF SAID MAP OR 1230 TRAVELER STREET COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 97-301 1� SURVEY OF PROPERTY Y A T EAST MARION TO WN OF SO UTHOLD f. SUFFOLK COUNTY, N. Ye 1000-31-01-5.6 HOUSE elate or other Cost Iron SCALE: 1'=40 F.F. EL 40.0' euitale cover AUGUST 30 Locking Cover , 2002 stopper end plugOCTOBR 3, 2002 (REVISIONS) E- 38.0 EL37.5' FINISHED GRADE FINISHED GRADE I.E EZJ�.s NOVEMBER 15, 2002 (RENIS/DNS) mawnary chimney clean out 12'. MAX t AUGUST 1, 2003 (REVISIONS) I.E. -k 1 I.E. 1/4'per toot min. pita 38.4' f1' 35aa.9'1/8per fomn I.7' mm mmmaa _ AUGUST i, 4.,�.r2020 f' zfc.. min. pi35. clap 2400 Pips or equaldpitch min.P dm pips 20 pipor � b•�t�a C�•rt.:aL r;CESn. M3'MIN 31 MIN SCJr,,47J_Pi .- 1000 GAL PRECAST C0l1AR o 0 m m e m m m a tet. ., SEPTIC TANK m N.m 0 e m m m o 5?�~ ,e7 �' �` �j rt i..id�,� s ""4F.F�: 4' LIQUID DEPTH a 0 s�0 e n m m o e^� ommoeemae - L � - = o0mmemmma �� � �1"' '1[`(' � 1 � s�..�..T.f.. hs.• t`, 1'sc`��..i. �k`. m00eemmmo �Tr, rrf v3 SEPTIC SYSTEM DETAIL Y y9 NTS o. V *2, 1 -Zb [1]LEACHING POOL r J DAT E SLATE OR 0TH STOPPER END (Be x 12' DEEP) SUITABLE OR PLUG GROUND WATER 1t A IDTni SCTM# _( A- dUT 13 .-..-.,.mow SEWER PIPE 30'EL90w 1000-31-02-19 VACANT E`: iit�S OS x:�I.? Dt't r�:1"t i 0V1-,L I r W WYE C CLEAN OUT DETAIL NPS PROPOSED SEPTIC SYSTEM WELL LOT 25 (3 BEDROOMS) SCTM# 1-1000 GAL. SEPTIC TANK 1000-31-01-5.5 1-80 X 12' DEEP LEACHING POOL DWELLING WELL RAIN RUNOFF CONTAINMENT B8 CURB Ct HOUSE WITH ADDITION: 1,563 Sq. Ft. � EL.37.9' EL 37.7' 1,563 x 0.17 x 1 = 266 Cu.Ft. VINYL % + 266/422 = 6.3 VF ,SAO• FENCPIPE ADE x 308.43 FO ND Provide 1 DW 810 x 7' Deep= 7 VF , Connected by Gutters & Leaders X FEN.END N SCTM# TEST HOLE DATA 1.7'N -, 1000-31-02-21.6 McDONALD GEOSC/ENCS _ , w � „E o COMMERCIAL BUILDINGS 00/00/00 7�54,1Q _ WELL N rr� P Lop EL 33.0' •' - - f t7 C 1 I/� Af�T, i E x TCC in C BROWN LOAM OL Z''o��D'��cK __-- � 0.5 EI-38.11 s ' i� 1 " s 0 N SCTM# fX I tJ1 1000-31-01-5.8 PIPE i 1 N PALE BROWN SILT ML FOUND r sr 1 DWELLING 1 tD' 0 o a' PROPOSED PUBLIC WATER 1 0 MIN MSN' `NATER 3' Z l w /36 ' SER`nCE W 1 PALE BROWN SILTY SAND SM 111 r N N '/ PROPOSED PROPOSED GRA��'DRN 6AS N v tP PROPOSED t+! T^ o PORCH O+ 11 TERRACE /, 130.4 1 ,P jL S.1 4.7;. 1 �,1 0 8 0' 7011 i',� 36.16 1 TH O .-0 PALE BROWN FINE TO LOT 26 11 _; EL.38.0® C COARSE SAND SP vl DW _ - EI-37.9 LOT 24 1 X36.2 \ PIPE EL 37.7' 17, 1 \FOUND 1 Nl0 SETOACK (j1 \ NO TE: NO WATER ENCOUNTERED. -b ELEVA 77ONS REFERENCED TO NA VD 88 N 1` ROW OF -TREES 3QQ• + \1 �► QQ 11 KEY FENCE 1 PEER 1 SCTM# 0 = REBARr !O 1000-31-02-32.7 ® = WELL EL.36.8' 54,�Q+'W 1 O COMMERCIAL $'J� BUILDING ® = STAKE 4Q+ FEN. 3.2'S 2+ i WELL 150'+ = TEST HOLE ® = PIPE N/O/Fcr) OD A P SEPENOSKI 0 ® 1= MONUMENT SCTM#1000-31-01-5.9 1 0 FIELDS 1= WETLAND FLAG FARM N/0/F I KATHRYN A SEPENOSKI I = UTILITY POLE SCTM# = HYDRANT i SCTM# DWELLING 1000-31-02-23 1000-31-02-23 WELL i LOT NUMBERS REFER TO "MAP OF EAST MAR/ON WOODS" FILED /N THE O SUFFOLK COUNTY CLERK'S OFFICE AS FILE NO. 8759. -- -- R OF Nel� I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth �N '° ,�, therein and on the permit to construct The location of wells and cesspools shown hereon are i from field observations and or from data obtained from others. THE LOCA77ONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS t AND OR FROM DATA OBTAINED FROM OTHERS. THEREFORE THEIR LOCATIONS AND OR Y.S. LIC. N0. 49618 EXISTENCE IS NOT GUARANTEED. ECONI ANY ALTERATION OR ADD/TION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW AREA= 43,427 SQ. FT. (fi31)�-C_`,SURV YQRS, P.C. 765`=i�020' FAX (631) 765-1797 YORK STATE EDUCATION LAW. EXCEPT AS PER SEC7TON 7209-SUBDIVISION 2. ALL P.O. BOX 909 CERTIFICATIONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR 1230 TRAVELER STREET COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 97-301 SURVEY OF PROPERTY Y A T EAST MARION TOWN OF SO UTHOL.D SUFFOLK COUNTY, ..N. Ye 1000-31-01-5.6 ' CERTIFIED TO: c— ~•~��, SCALE: 1'=40 t c 4 FIRSTAMERICAN TITLE INSURANCE COMPANY: TITLE NO. IS 641—S-04391 AUGUST 30, 2002 HOUSE ,lata or ether Cost Iron PETER J. BERTOLI & ELIZABETH F. SCAFURO OCT 3 2002 RENIS/ONS P ' F.F. EL 40.0' stop a cover Locking Cover i ( ) � n A.,s," stopper end plug FINISHED GRADE NOVEMBER 15, 2002 (REVISIONS) EL 38.0' FINISHED GRADE/EL37.5- EL37.5' 36.5' ?nary chimney Z� AUGUST 1, 2003 12leen AUGUST 4, 2020 _ SEPTEMBER 17 2020 CER77nCA770NS LE. I.E. + � 1 � e9 m o 36.4' 8' 35.9' LE - 1/4'per toot min.pita ; B 1/9'per hoot min m m o 35.7• JANUARY 21, 2021 (BUILDING LAYOUT) min.4'dic.pipe 2 pitch mm.a di&pipe m m a daaa 2400 pipe or equal 4'..- dos 24M pipe or equal / m m m 3' MIN mjn. - 3- MIN .0 m o e m m m m COLLAR o m m m e m m m m 1000 GILL.PRECAST COLUR o m m e m m m o JUNE 15, 2021 FINAL SURVEY) SEPTIC TANK a m m m m m o mm en ommmmo 4•LIQUID DEPTH x mmmeeomBa T N 20 e9 9meg msl _ mmmnmmmo SEPTIC SYSTEM DETAIL US � Km e e of 8'+ 'L [11 LEACHING POOL %ATE OR 0TH STOPPER END (8+ z 12• DEEP) SUITABLE COVER OR PLUG GROUND WATER . SCTM# 1000-31-02-19 SEINER PIPE VACANT 30'ELBOW 00. W WfE SUFFOLK COUNTY DEPARTWl*WOF MI'JdITM SERVICES CLEAN OUT DETAIL NiS APPROVAL OF CONSTRUCTED NK?RKS FOR A SINGLE F•• ILY RECIDENCE wEu LOT 25 JUL Q t_ H.S.Ret.NG " SCTM# Date -- i OOC-3 i -G'1-5.5 The Sewage d�OSW 0.4 wafer supply fe�"�S at this Iodation gave been DWELLING Inspected andlor M f*d by INS Cepa a t apenaes and found to WELL be saysf dm FO MAXtMU.M F. ­5 BEDROOMS. BB CURB �NYL 1 ��+ EL PPE Craig Knepper, , Chief EL 37.7' P.E. FSTOCK ENCEEDE 30$' FOUND (n Office O. O FEN.END w " SCTM# 1.7'N , j 1000-31-02-21.6 ., 1 � COMMERCIAL BUILDINGS 1Q + E ��- 1 m -v -0 WELL N�G54 ,- 1 O NO POTABLE WATER EL.38.1' _ ^0 51 o L 1 q �•i 1 1 1000531-01-5.8 FO ND (�CTM# PIPE �� `' ��/ 11 w z z JUL 1 g 2021 DWELLING \ O 1 w w WM PUBLIC WATER Z \\ DWWINDO STEGRESSSEPTIC LOCAl0N ° ° p(ERjv�E \ ANH (j7 Tf?jT BSI NX eB+ 0 \ N 1 p ST 48.5' 19.0' �p �\ 4:�' Sl0w 2.8., I I 1 W � o l �pME ,D 0 /off LP 54.5' 33.0' p\ HousE ff- q1.2, 2- CONCRETE pRNEwAY EL.38.0 LOT 26 \ i ORCH RCA 129.8''J e-�or ELEVATIONS REFERENCED TO NA VD 88 _E—E— x\ w 36 4, A' e e— EL 37.9 EL 37.7' LOT 24 \ PIPE FOUND KEY \ _ w�tJDOwpICAL) N Q = REBAR WELL OF ® = v �—jG S+D Row 3 A = STAKE E \ PEER �Nc SCTM# \ j 1000-31 0 -32.7 = TEST HOLE ® OEL.36.6' COMMERCIAL = PIPE p„W BUILDING 1 13WELL 150'+= MONUMENT 1�0+ FEN. 3.2'S 41 - 2 1 WETLAND FLAG 0 UTILITY POLE A P SEDENOSKI N % pD HYDRANT PENW SCTM# --= UNDERGROUND ELECTRIC LINE 1000-31-01-5.9 N/O/F FARM FIELDS I OVERHEAD ELECTRIC LINE KATHRYN A SEPENOSKI I SCTM# I SCTM# 1000-31-01-5.10 I 1000-31-02-23 DWELLING DW WELL LOT NUMBERS REFER TO "MAP OF EAST MARION WOODS” FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE AS FILE NO. 8759. OPQ pK�OF NE�y I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYS7FMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are `�►`r >d �+; ���� from field observations and or from data obtained from others. yrs�a .�>. THE LOCA77ONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS � AND OR FROM DATA OBTAINED FROM OTHERS, THEREFORE THEIR LOCA77ONS AND OR. �`��`}r N. S. LIC. NO. 49618 EXISTENCE IS NOT GUARANTEED. EC ON ?.VE,YORS,0FVC. ANY AL7FRA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW AREA= 43,427 SO. FT. (631)�?fi~S 62�0�',F I31) 765-1797 YORK STATE EDUCATION LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL P.O. B9Q9 CER TIFICA77ONS HEREON ARE VAUD FOR INNS MAP AND COPIES THEREOF ONLY IF SAID MAP OR TRAVELER STREET RT 1230 TA COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 230 A N.Y 11971 97=301 N SURVEY OF PROPERTY A T EAST MARION TOWN OF SO UTHOL.D SUFFOLK COUNTY, N. Y, CERTIFIED TO: 1000-31-01-5.6 SCALE 1'=40 FIRSTAMERICAN TITLE INSURANCE COMPANY: TITLE NO. IS 641-S-04391 AUGUST 30, 2002 HOUSEee caner Locking �e,�r late or ether Cast Iron F.F.EL 40.0• PETER J. BERTOLI & ELIZABETH F. SCAFURO OCTOBR 3, 2002 (RENIS/ONS) stopp stopper and plug FINISHED GRADE �- ,8.0` FINISHED GRADE EI-37.5 EL37.5' NOVEMBER 15, 2002 (RENIS/ONS) 1'E' AUGUST 1, 2003 (REVISIONS) I.E masonry chimney > 8'MIN. 20' Aeon out 12• �" F AUGUST 4, 2020 36.4' e• '= • ' • 13,g:g• I.E. m m o SEPTEMBER 17 2020 CER IIFICA TIONS 1/4'per toot min. Pita i 8 I1r Par loot mi 35.7' m m a ( ) close 2400 pe dia.pub plpe +n �4W pimin pe or 1 m m m JANUARY 21 2021 (BUILDING LAYOUT) min. mma 3• MIN JUNE 15� 2021 (FINAL SURVEY) 3' MIN o m mt v v v m m m COLLAR Q m m 0 v—MMU 1000 GAL PRECAST COLLAR a m m v v v m m a J SEPTIC TANK o m m v v v m ea m 4•LIQUID DEPTH u m N v e v m m o ammvvvmmm m m m v v v m a m a m m v v v m m m m m m v v v m m a SEPTIC SYSTEM DETAIL e e m W MS eY g [1]LEACHING POOL $LATE OR 0TH —STOPPER END (80 x 12' DEEP) SUITABLE COVER OR PLUG GROUND WATER SCTM# 0 1000-31-02-19 SEWER PIPE VACANT 30' ELBOW .i C W WYE CLEAN OUT DETAIL NTS WEII LOT 25 SCTM# 1000-31-01-5.5 DWELLING WELL BB CURB 1 EL.37.9' EL 37.7' VINYL PIPE �s S OCKADE �Q8•a` FOUND N 0. FENCEE O •P FEN.END w `^ , SCTM# 1.7'N , 1000-31-02-21.6 1 COMMERCIAL BUILDINGS '10~E ,l •�R~ -" �— �' 1 �, v '� WELL N7654 1 1 mr Q NO POTABLE WATER Y, 1� 0 � ' N ARD sEt�`� -n � EL.38.1 __ °� / 1 N yPIPE CP 1000-31S —01-5.$ FOUND / 11 W ;L Z DWELLING 1 0 1 W W wu PUBLIC WATER 1 1 ST SEPTIC LOCATION 11 DW WI cos ° ° J%11 BnsIN f/L f •E)s O 1 N / 1 b Q 4% 41h 5T 48.5' 19.0' O 1 4�' ��i �cOW 2 0 •�I 1 �O %� LP 54.5' 33.0' AI H°USE � / 1 x=41.2 2, CONCRETE IAY EL.38.0 STEPS do RCACA ELEVATIONS REFERENCED TO NA VD 88 LOT 26 1 N PORCH 129 s—J E—E x 1 W 36,4• A• e e__._a.-�E•-� EL.37.9 EL 37.7' PIPE LOT 24 1 FOUND KEY 11 WZnP��s !� = REBAR ® = WELL N 111 Zvr so "Ro s¢LeA ROW OF TREES 30p,o0 A = STAKE � INCE \� J I,! L � 2021 B = TEST HOLE DEER 1 p 1000-31-0SCTM2-32.7 1 O COMMERCIAL T'i'.P'I' ® = PIPE EL 36.6' 5d+10' 1 BUILDING 10 = MONUMENT 14WELL 150'+0+ FEN. 3.2'S 412' 1 = WETLAND FLAG = 00 UTILITY POLE A P N SEDENOSKI % .� PEN � SCTM# W = HYDRANT 1000-31-01-5.9 I E UNDERGROUND ELECTRIC UNE N/O/FI FARM FIELDS I OVERHEAD ELECTRIC LINE KATHRYN A SEPENOSKI I SCTM# I SCTM# 1000-31-01-5.10 1000-31-02-23 DWELLING WELL DW I LOT NUMBERS REFER TO "MAP OF EAST MARION WOODS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE AS FILE N0. 8759. �0 alC I am familiar with the STANDARDS FOR APPROVAL AND CONS7RUC7ION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. THE LOCA77ONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVA77ONS AND OR FROM DATA OBTAINED FROM OTHERS. THEREFORE THEIR LOCA77ONS AND OR `�s! ' . :S LIC. NO. 49618 EXISTENCE IS NOT GUARANTEED. CONI, URVEYORS, P.C. ANY AL7ERA77ON OR ADDITION TO THIS SURVEY IS A WOLA770N OF SEC77ON 7209 OF THE NEW AREA= 43,427 SO. FT. (631) 765="527775�FAX (631) 765-1797 YORK STATE EDUCATION LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL P.O. BOX 909 CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 97=301 ABBREVIATIONS Detail Material Symbols Architectural Symbols Electrical Legend : TEC7- DPR -DAMPER Sp�FAZjO ABV -ABOVE DP -DAMPROOFING HH -HANDHOLE TJI -TRUSS JOISTS I(I-JOIST) AFF -ABOVE FINISHED FLOOR DL -DEAD LOAD HBD -HARDBOARD OPP -OPPOSITE TKBD -TACKBOARD 1 Duplex Receptacle 110v ;;_;; HDW -HARDWARE ASC -ABOVE SUSPENDED CEILING DEM -DEMOLISH, DEMOLITION OPH -OPPOSITE HAND TKS -TACK STRIP 1 HWD -HARDWOOD TEL -TELEPHONE FRAMING LUMBER Switched Duplex Receptacle 110v 2 , ACC -ACCESS DMT -DEMOUNTABLE HJT -HEAD JOINT OPS -OPPOSITE SURFACE COLUMN GRID LINES ACFL -ACCESS FLOOR DEP -DEPRESSED HDR -HEADER OD -OUTSIDE DIAMETER TV -TELEVISION A TC -TERRA COTTANEW= (D Receptacle 220 V AP -ACCESS PANEL DTL -DETAIL HTG -HEATING OHMS -OVAL HEAD MACHINE SCREW TZ -TERRAZZO BRICK @ 1/4" SC DETAIL NO. IS T AC -ACOUSTICAL DIAG -DIAGONAL HVAC -HEATINGIVENTILATING/AIR CONDITIONING OHWS -OVAL HEAD WOOD SCREW THK -THICK(NESS) Wall Mounted Light Fixture ACPL -ACOUSTICALPLASTER DIAM -DIAMETER HD -HEAVY DUTY OA -OVERALL THR -THRESHOLD FINISH WOOD LG SC X ACT- -ACOUSTICAL TILE DIM -DIMENSION HT -HEIGHT OH -OVERHEAD TPTN -TOILET PARTITION ( ) DETAIL REFERS ACR -ACRYLIC PLASTIC DPR -DISPENSER HX -HEXAGONAL TPD -TOILET PAPER DISPENSER XXX DRAWING N . Light Fixture HESC -HOLLOW EARLY-STRENGTH CEMENT TOL -TOLERANCE PLYWOOD DETAIL NO. ):4c Porcelain Light Fixture With Pull Chain ADD- -ADDENDUM DIV -DIVISION PTD -PAINT(ED) ADH- -ADHESIVE DR -DOOR HC -HOLLOW CORE PNL -PANEL T&G -TONGUE AND GROOVE HM -HOLLOW METAL TSL -TOP OF SLAB ADJ -ADJACENT DA -DOUBLE ACTING PB -PANIC BAR HK -HOOK(S) TST -TOP OF STEEL o ADJT -ADJUSTABLE DH -DOUBLE HUNG PTD -PAPER TOWEL DISPENSER SHEATHING X 0 Fluorescent Fixture _ HOR -HORIZONTAL TW -TOP OF WALL SECTION LINE DRAWING N AGG -AGGREGATE DTA -DOVETAIL ANCHOR HB -HOSE BIBB PTR -PAPER TOWEL RECEPTICLE TB -TOWEL BAR A/C -AIR CONDITIONING DTS -DOVETAIL ANCHOR SLOTHWH -HOT WATER HEATER PAR -PARALLEL TR -TRANSOM INSULATION Single Pole Switch ALT -ALTERNATE DS -DOWNSPOUT PK -PARKING T -TREAD o Q AL -ALUMINUM D -DRAIN INCIN -INCINERATOR PBD -PARTICLE BOARD TYP -TYPICAL $3 3 Way Switch U 3 ANC -ANCHOR,ANCHORAGE DRB -DRAIN BOARD INCL -INCLUDE(D),(ING) PTN -PARTITION GYPSUM BOARD O AB -ANCHOR BOLT DT -DRAIN TILE ID -INSIDE DIAMETER PV -PAVE(ED),(ING) UC -UNDERCUT FLOOR ELEV ���� O Z INS -INSULATE(D),(ION) PVMT -PAVEMENT UNF -UNFINISHED O CLG. Mounted Box For Fan/light W ANOD -ANODIZED DWR -DRAWER „ ai o INSC -INSULATING CONCRETE UR -URINAL WALL 1/4 SC -a APX -APPROXIMATE DF -DRINKING FOUNTAIN PED -PEDESTAL @ INSF -INSULATING FILL >, � N a) ARCH -ARCHITECT(URAL) DW -DUMBWAITER -EAST INT -INTERIOR PERF -PERFORATE ® Ceiling Mounted Exhaust Fan N �. C '0 M C AD -AREA DRAIN EF -EACH FACE PERI -PERIMETER VJ- -V-JOINTED) c '0 C 'Q ILK -INTERLOCK VB -VAPOR BARRIER BRICK (LARGE SC) Q ASB -ASBESTOS ELEC -ELECTRIC(AL) INTM -INTERMEDIATE PLAS -PLASTER —® Wall Mounted Exhaust Fan — N o Co -0 ASPH -ASPHALT EP -ELECTRICAL PANEL INV -INVERT PLAM -PLASTIC LAMINATE P VAR -VARNISH 5 NORTH ARROW L ,� N E VNR -VENEER ,�.� - o --- ^ '– AT -ASPHALT TILE EWC -ELECTRIC WATER COOLER IPS -IRON PIPE SIZE PL -PLATE VRM -VERMICULITE CMU (LARGE) TO Tv Outlet _ L0 AUTO -AUTOMATIC EL -ELEVATION PG -PLATE GLASS VERT -VERTICAL a : a 0 ,, C ° o ELEV -ELEVATOR JC -JANITOR'S CLOSET PWD -PLYWOOD VG -VERTICAL GRAINN CONCRETE room AU Audio BP -BACK PLASTER(ED) EMER -EMERGENCY JT -JOINT PT -POINT VIN -VINYL U I�- `#- BSMT -BASEMENT ENC -ENCLOSE(URE) JF -JOINT FILLER PVC -POLYVINYL CHLORIDE(PIPE) VCT -VINYL COMPOSITE TILE ROOM NUMBER "101 Z J -JOIST VB -VINYL BASE SAND Telephone Outlet BRG -BEARING EQ -EQUAL PE -PORCELAIN ENAMEL a, BPL -BEARING PLATE EQP -EQUIPMENTPTC -POST-TENSIONED CONCRETE VF -VINYL FABRIC ry KPL -KICKPLATE VT -VINYL TILE Smoke Detector N BJT -BED JOINT ESC -ESCALATOR KIT -KITCHEN PCF -POUNDS PER CUBIC FOOT COMPACTED FILL IIt N 0 s BM -BENCH MARK EST -ESTIMATE KO -KNOCKOUT PSF -POUNDS PER SQUARE FOOT t WSCT -WAINSCOT ® Electrical Panel --� Q BEL- -BELOW EXH -EXHAUST LBL -LABEL PSI -POUNDS PER SQUARE INCH W(W -WALL TO WALL DOOR NUMBER o BET- -BETWEEN EXG -EXISTING LAB -LABORATORY PCC -PRECAST CONCRETEvvH -WALL HUNG FILL BVL -BEVELED EXMP -EXPANDED METAL PLATE LAD -LADDER PFB -PREFABRICATE(ED) WC -WATER CLOSET Disconnect Switch °; LB -LAG BOLT RIGID INSUL �Wp Weather Duplex Outlet BIT -BITUMINOUS EB -EXPANSION BOLT PFN -PREFINISHED WP -WATERPROOFING BILK -BLOCKING EXP -EXPOSED LAM -LAMINATE(D) PRF -PREFORMED WPGWB -WATERPROOF GYPSUM WALLBOARD("GREENBOARD" BD LAV -LAVATORY-BOARD EXT -EXTERIOR PSC -PRESTRESSED CONCRETE WR -WATER REPELLENT 1 BS- -BOTH SIDES EXS -EXTRA STRONG LH -LEFTHAND PL -PROPERTY LINE WS -WATERSTOP ACOUSTIC CEIL TILE PARTITION TYPE BW -BOTH WAYS L -LENGTH WWF -WELDED WIRE FABRIC Under Self/Cabinet Fixture LT -LIGHT BOT -BOTTOM FB -FACE BRICK LC -LIGHT CONTROL QT -QUARRY TILE W -WEST pQoc�°0°8°0 0 BRK -BRICK FOC -FACE OF CONCRETE LP -LIGHTPROOF RBT -RABBET, REBATE WHB -WHEEL BUMPER GRAVEL �' o O Recessed Incandescent Light Fixture BRZ -BRONZE FOF -FACE OF FINISH LW -LIGHTWEIGHT RAD -RADIUS W -WIDTH,WIDE BLDG -BUILDING FOM -FACE OF MASONRY LWC -LIGHTWEIGHT CONCRETE RL -RAIL(ING) WIN -WINDOW EARTH �=^ =^isi WINDOW NUMBER O BUR -BUILT UP ROOFING FOS -FACE OF STUDS LMS -LIMESTONE RWC -RAINWATER CONDUCTOR WG -WIRED GLASS Carbon-dioxide Detector BBD -BULLETIN BOARD FF -FACTORY FINISH LTL -LINTEL REF -REFERENCE WM -WIRE MESH FAS -FASTEN, FASTENER LL -LIVE LOAD REFR -REFRIGERATOR WO -WITHOUT METAL (SMALL) WD -WOOD CAB -CABINET FN -FENCE LVR -LOUVER RFL -REFLECT(ED, (IVE), (OR) WB -WOOD BASE LPT -LOW POINT -REINFORCED WPT '�������������� "�""���"� LOUVER TYPE CAD -CADMIUM FBD -FIBERBOARD RE -WORKING POINT CARPET 1 �n CPT -CARPER FGL -FIBERGLASS MB -MACHINE BOLT RCP -REINFORCED CONCRETE PIPE WI -WROUGHT IRON v CSMT- -CASEMENT FIN -FINISH(ED) MI -MALLEABLE IRON REM -REMOVE YD -YARD VCT z CI -CAST IRON FIFE -FINISHED FLOOR ELEVATION MH -MANHOLE RES -RESILIENT CIPC -CAST IN PLACE CONCRETE FFL -FINISHED FLOOR ELEVATION MFR -MANUFACTURE(ER) RET -RETURN CST -CAST STONE FFL -FINISHED FLOOR LINE MRB -MARBLE RA -RETURN AIR REV-REVERSE(SIDE) CERAMIC TILE CB -CATCH BASIN FA -FIRE ALARM FIRE BRICK MAS -MASONRY RH -RIGHT HAND TOILET ACCESSORIES MO -MASONRY OPENING u w CK -CAULKING FE -FIRE EXTINGUISHER ROW- -RIGHT OF WAY MTL -MATERIAL(S) CLG -CEILING FEC -FIRE EXTINGUISHER CABINET R -RISER FLAGSTONE MAX -MAXIMUM CHT -CEILING HEIGHT FHS -FIRE HOSE STATION MECH -MECHANIC(AL) RVT -RIVET ❑ CEM ry -CEMENT FP -FIREPLACE MC -MEDICINE CABINET RFD -ROOF DRAIN X CPL -CEMENT PLASTER FP -FIREPROOF MED -MEDIUM RFH -ROOF HATCH INTERIOR ELEVATION CM -CENTIMETER(S) FRC -FIRE RESISTANT COATING MBR -MEMBER RFG -ROOFING CER -CERAMIC FRT -FIRE RETARDANT MMB -MEMBRANE RM -ROOM CT -CERAMIC TILE FLG -FLASHING MET -METAL RO -ROUGH OPENING CMT -CERAMIC MOSAIC TILE FHMS -FLATHEAD MACHINE SCREW MTFR -METAL FLOOR DECKING RB -RUBBER BASE CHAM -CHAMFER FHWS -FLATHEAD WOOD SCREW MTFR -METAL FURRING RBT -RUBBER TILE r�O CJR -CHROMIUM(PLATED) FLX -FLEXIBLE MTRF -METAL ROOFING RBL -RUBBLE STONES ►^ CIR -CIRCLE FLR -FLOOR(ING) MRD -METAL ROOF DECKING ^ MTHR -METAL THRESHOLD 1..1� CIRC -CIRCUMFERENCE FLCO -FLOOR CLEAN OUT M -METER(S) SFGL -SAFETY GLASS ` CLR -CLEAR(ANCE) FLD -FLOOR DRAIN MM -MILLIMETER(S) SCH -SCHEDULE O r CLS -CLOSURE FPL -FLOOR PLATE MWK -MILLWORK SCN -SCREEN COL -COLUMN FLUR -FLUORESCENT MIR -MIRROR SNT -SEALANT COMB -COMBINATION FJT -FLUSH JOINT MISC -MISCELLANEOUS STG -SEATING DIMENSIONING O (n COMPT -COMPARTMENT FTG -FOOTING MOD -MODULAR SEC -SECTION COMPO-COMPOSITION(COMPOSITE) FRG -FORGED MLD -MOLDING,MOULDING SSK -SERVICE SINK COMP -COMPRESS(ED), (ION), (IBLE) FIND -FOUNDATION MR -MOP RECEPTOR SHTH -SHEATHING '�' .J MT -MOUNT(ED),(ING) O CONC -CONCRETE FR -FRAME(D),(ING) SHT -SHEET MOV -MOVABLE CMU -CONCRETE MASONRY UNIT FRA -FRESH AIR MULL -MULLION SG -SHEET GLASS CX -CONNECTION FS -FULL SIZE SH -SHELF, SHELVING PLAN DIM O CONST -CONSTRUCTION FBO -FURNISHED BY OTHERS NL -NAILABLE SHO -SHORE(ED), (ING) V) CONT -CONTINUOUS OR CONTINUE FUR -FURRED(ING) NAT -NATURAL SIM -SIMILAR C ., CONTR -CONTRACT(OR) FUT -FUTURE NI -NICKEL SKL -SKYLIGHT FINSHES VAR CLL -CONTRACT LIMIT LINE NR -NOISE REDUCTION SL -SLEEVE WITH WALL TYPE U .O NRC -NOISE REDUCTION COEFFICIENT SC -SOLID CORE _ CJT -CONTROL JOINT GA -GAGE, GAUGE v, CPR -COPPER GV -GALVANIZED NOM -NOMINAL SP -SOUNDPROOF cC3 CG -CORNER GUARD GI -GALVANIZED IRON NMT -NONONMETALLIC S -SOUTH CORR -CORRUGATED GP -GALVANIZED PIPE SPC -SPACER CTR -COUNTER GSS -GALVANIZED STEEL SHEET NTS -NOT TNIC -NOT T O SCALE CONTRACT SPL -SPECIAL �..i 7 CFL -COUNTER FLASHING GKT -GASKET(ED) SPLBK -SPLASH BLOCK "`"'"V � L CS -COUNTER FLASHING GC -GENERAL CONTRACT(OR) OBS -OBSCURE SPEC -SPECIFICATION(S) O CS -COUNTERSINK GL -GLASS, GLAZING OC -ON CENTER SQ -SQUARE }...� CTSK -COUNTERSUNK SCREW GLB -GLASS BLOCK OP -OPAQUE SST -STAINLESS STEEL CRS -COURSE(S) GLF -GLASS FIBER OPG -OPENING STD -STANDARD CRG -CROSS GRAIN GCMU -GLAZED CONCRETE MASONRY UNITS OJ -OPEN-WEB JOIST STQ -STATION O CFT -CUBIC FOOT GST -GLAZED STRUCTURE TILE ST -STEEL CYD -CUBIC YARD GB -GRAB BAR STO -STORAGE GD -GRADE, GRADING SYO -STORM DRAIN PLAN DIM GRN -GRANITE STIR -STRUCTURAL GVL -GRAVEL SCT -STRUCTURAL CLAY TILE _ J GF -GROUND FACE SUS -SUSPENDED F��'�+/iry - GT -GROUT SYM -SYMMETRY(ICAL) GWB -GYPSUM WALL BOARD TIC SYS -SYSTEMALL DIMENSIONS ARE FROM W 00 M FACE OF STRUCTURE UNLESS OTHERWISE INDICATED Q TYPICAL FRAMING DETAILS DOUBLE TOP PLATE— �a/ryfa�ns a; d SID. DOUBLE TOP PLATE nsf4 5/8" GWB Aar;hy gspaDATE:9/920 @Q'�ppe 9�en• 2"X4"WD STUD REVISIONS: s Aoies @ 16"O.C 0 0 --(2)2"X4"WD STUD CRIPPLES— CRIPPLES 7=1 •o STUD WALLS 0 c SEE WALL SECTIONS STUD WALLS o + c FOR STUD SPACING SEE WALL SECTIONS _, FOR STUD SPACING 2"X4"WD STUD SINGLE HEAD PLATE— WALL PLAN @ 16"o.c DOUBLE HEADER WALL 0) HEAD WALL Cad CORNER rn t m SINGLE BOTTOM PLATE SINGLE BOTTOM PLATE STUD— STUD LINER— °�;rx LINER 2"X4"WD STUD SINGLE SILL PLATE SINGLE SILL PLATE 5/8" GWB OVER SILL CRIPPLES— OVER SILL CRIPPLES 5/8" GWB OR ALIGN W/HEAD CRIPPLES ALIGN W/HEAD CRIPPLES ABOVE ABOVE MATCH EXISTING (2)2"X4"WD STUD DRAWN BY: JDeF 2"X4" PLATE (2)2"X4"WD STUD Window FramingPartition Wall SCALE: @ Window Framing @ Load bearing Wall Top Flange Joist Hangers SHEET NUMBER 5/8"GWB WALL Ca- FLOOR WALL Cad H:ADER WALL CLG. A-0 . 2 M A2.4 -0" C> 46' 46'-0" 10 CJ � 20'-8" CONC FOUNDATION FOR PORCH STEPS 20 -$rr uj Oy �N FLAG STONE CAP �tiNOt' T-8° 13'-4" T-8" CONC FOUNDATION FOR PORCH STEPS AG STONE CAP 4" �*" 00 — — — — — — — — — — — — — — — — N REI F CONC STEPS ABOVE ..0 _ I I o - - - - - - RAISED CONC CURB ( - - - - - - - - I Q �— ® S E DTL 2/A2.4CL OF m I CL OF5 REINF CO C SLAB TERRACE ABO E WNABOVE WNDW A OVELLJ z E PRE-FAB �- - - - - — — 1$ — — — — — — — — _ ai o AREAWAY 9 112" X 1 3/4" SOLID E P N i° N __ I 2 PRE-FAB PARIMETER HEADER TYP u' 'Q 4r .r °; -; - - - - - - - - - AREAWAY (- - - - - J - - — tnoN N o - A2.3 I 'S 'S U— L "o N c N N � I I I �– - - - _ _ _ — _ _ � � � � 2"X4"WD STU4 t' ?6"O.C. II - - - - - - — - - — � J � o @ — — - — _ r n n CO N -10 LL FIR STOPS 2-10 � �-.. I I Q � Q .- � II � U � -o 2 W D I I 5/8 GWB I I I I 2 I uj @) Lu � SIC A2.3 Q v v A2.3 UP s. I I I EME ENCY ESCAPE/RESCUE OP NTNG PRE-FAB `l' m 2"X4"WD STUD I WL FOOTING r I `, I w I a cn o 0 0 16" O.C. WIN ILL7,0,EXt"L TT'44 BASEMENT FLR w EGRESS WELL \ \ I --� Q PRE-FAB ( I FIRE STOPS I I I I CL OF WL ABOVEI I I I U W/ LADDER I W w z 91/2X21/16 110TJ1@16 OC i�I \ i - 5.Joint hangers, post anchors, and hurricane anchors shall be as those manufactured by the Simpson Co.,or approved equal. 2. Securely attach carpentry work to substrates and supporting members using fasteners of size that will not penetrate 13. Do nol bore holes closer than 2"form the top or bottom of joists and limit to 1/5 of the dimension of the member.Advise SCALE:° v co O EFA,,,, 46'-0" 201-8" 13'I4" STANDING SEAM METAL ROOFING PT BLACK i E 2' X8 WD I S Cs 16" C Oz E I 0 ER "X9 C� R AM LtJ -o ° LEADER FLA H LEADER P RC RO N ,�^o M c c L 'c 6" MT GUTTER WHITE - - - 6" MT GUTTER WHITE �, o A a 6" MT GUTTER WHITE ' ' _. , 6" MT GUTTER WHITE — `� LEADER LEADER D TRI ER N = o f i Q v o ( _o � N H. ----- ------------------- --------- - n.�� �. m. . _,.,-. m_ ,_a 8-1- RI E N ( Xif 0 RIG ER @�1w D O T R@ 1 0 = N TaHE- Tr - 2 X'8 COLLA BEAMS @ 6 OC } I -�� � is k I d; , Ir ' Q Lu ww � w WW U r Tl �—� I HT1 E Ica - N . ..._.. _ o i? 2" X 10" ROOF JOISTS @ 16" 0 C > > > 2" X 10" ROOF JOISTS @ 16" 0 C r i4 11 . I P I I 2 X 10 ROOF JOISTS @ 16 0 C 2 X 10 ROOF JOISTS @ 16 0 4' r' 0 E, V ,I F. r I, k I U o O 0 ��. ". - 8 D TRI GE @ 6 C , L��Lxx � W LEADER C�3 -- --------- -- i' {, LEADER p =- !11X J TS 1 ' 0 - VE 9�� ..'G DA BEA S 2.. 8.. ' . O . IG RS� F6 . _.. ,. �, .�..�.- i , .� �, TRI GER ' @- 6'--c C--,• .m D. z , 4 M., 0 STANDING SEAM METAL ROOFING PT BLACK 1 ROOF PLAN 2 ROOF FRAMING PLAN A-1 .3 SCALE: 1/4" = 1 '-0" A-1 .3 SCALE: 1/4" = 1 '-0" U N .O ^L LL DATE: REVISIONS: DRAWN BY: JDeF SCALE: SHEET NUMBER A- 1 . 3 CORNER SHWR TRAY WL MOUNT BATH &GLASS ENCLOSURE FAUCET&SPRAY C3 C3 SELECTED BY OWNER SELECTED BY OWNER � Q INSTL BY CONTR INSTL BY CONTR 0 z GRN BDSHWR HEAD,FAUCET&SPRAY WD SHELF GWB `— SELECTED BY OWNER NATURAL FIN e a� INSTL BY CONTR a3i PT--/ z I LF- — 3: — GWB PT n LE TILE LIN WD SHELF GWB PT—/ GRN BD IT - N CABINET NATURAL FIN ALL LIGHT FIXRTURES "SUBWAY"TILE SELECTED BY OWNER GWB % ' h , WD CASING INSTL BY CONTR d- _ . TUB "SUBWAY"TILE - `- SHWR � SELCTED BY OWNERF— x ` INSTL BY CONTR o U 2 5 GWB PT--/ ani N�o L ,SIL ,' s, ,. A1.4 A O LIJ ai o \ GWB PT—J ' .o MIRROR MIRK R& I V c -0 �N-, 4 WD SHELF MEDICI CAB MEDT INE CAB o M .Q r, A1.4 A1,4 NATURAL FIN I _ cn N o -0 j \ W O ch E WD TRIM BD -�N \ 6 � � / � r- ^ � N C �� O 00 r S > t• c NATURAL FIN \ 6" TB Q = C o N 4WC n I I \ SINK ,J r. ' 0 SINK = 41 �— TPD TPD Q v M < < MIRROR& MIRROR& WHITE MARBLE PT WD BASE \ \ \ i WD BASE M MEDICINE CAB MEDICINE CAB THRESHOLD PT -A Li FAUCETS SELECTED BY OWNER 21-4" 2l-4" CABINETS&SINKS&FAUCETS INSTL BY CONTR f SELECTED BY OWNER INSTL BY CONTR 1 MASTER BATH RM- 109- DTL PLAN 2 MASTER BATH RM- 109- DTL ELEV 3 RM- 109- DTL ELEV 4 MASTER BATH-Ry 109- DTL ELEV rK---� RM 109- DTL-ELEV A 1 .4 SCALE: 1/2" = V-0-- A 1 .4 SCALE: 1/2" = 1 '-0" A 1 .4 SCALE: 1 /2" = V-0" A 1 .4 SCALE: 1/211 = V-0. A1 .4 SCALE: 1/2" = V-0" ui TILE TILE SELCTED BY OWNER U SELCTED BY OWNER MIRROR& INSTL BY CONTR INSTL BY CONTR ALL LIGHT FIXRTURES MEDICINE CAB /ALL LIGHT F ES SHWR HEAD, FAUCET&SPRAY INSTL BY CONTR SELECTED BY OWNER SELECTED Y OWNw WD CASING SELECTED BY OWNER WD SHELF INSTL BY CONTRWNER �/ PT INSTL BY CONTR W FIN _ ® w > WD CASING -i ---- PT SIf�K � - - - - - - - - - i II m TB o W w �- ,max \ _ ` W 7 MIRROR& \ MEDICINE AB \ GWB PT--/ PEDESTAL SINK&F UCETS C A1.4 MIRR R& ` � � v, - \ SELECTED BY WNER MEDT INE CABZ z 9 8 _ O A1.4 A1.4 SQ F R TI E .� J + 4'-0" i- TPD i I I•— 00 I 0 LIN m SINK wC B � _' ' � O O � ` � TPD CABINET N SHW c: vJ -i n i - WD BASE ' •L- - - - - - - -' \ , WD BASE U) �--- C6 MIRROR& GRN BD CORNER SHWR TRAY I PT MEDICINE CAB GWB L &GLASS ENCLOSURE SELECTED BY OWNER CABINETS&SINKS&FAUCETS 2'-4" INSTL BY CONTR SELECTED BY OWNER WHITE MARBLE INSTL BY CONTR THRESHOLD CCS 06 �. W (-6GUEST BATH RM- 106- DTL PLAN (-T-� RM- 106- DTLELEV (-i--� GUEST BATH RM- 106- DTL ELEVK--g RM- 106- DTL ELEV r,-o--� PWD ' RM- 101 - DTL PLAN 11 PWDR RM- 101 - DTL ELEV w A 1 .4 SCALE: 1/2', = 1 '-0" A 1 .4 SCALE: 1/2" = 1 '-0" A 1 .4 SCALE: 1/2., = 1 '-0" A 1 .4 SCALE: 1/2" = 1 '-0" A1 .4 SCALE: 1/21" = 1 '-0" A 1 .4 SCALE: 1/2'. = 1 '-0" O = W Lu GWB PT--/ ORANGE I Y 2'-9' \ WD 2"RD SUSPEN ROD - - - - - - - - - - - - - 0HOOD PT FIN WD CASING O REF (I I WD CAP SHELF WD 2" RD SUSPEN ROD PT CL Q — — NGEN E �� I NAT FIN PT FIN LS I // WD SHELF �;,N .�,N WD SHELVES GWB PT—/ REVISIONS: 3'-0" 2'-0" 3'-0" 11-6" I I NAT FIN N N NAT FIN 77 �'— I RANGE I \ HOOD \ Lu cy 15B 13 m , I DW I \ i - \ � N I I / \ A1 , I I A1.4 .4 m I \3'-8" 1/—/1 A B i 'SU 13WAY" IL 15D `� = = =1 = -_ SINK a i A1.4 I 14 ;o , 00 I I 15A II I 15C \ / 0 00 00 00 D SINK �� O DW I I I- - - �- - - C D DRAWN BY: JDeF CABINETS, SINKS, FAUSELECTED BY OWNER SECTION SCALE: SHEET NUMBER 156 INSTL BY CONTR A1.4 13 KITCHEN-RM 107- DTL ELEV 14 KITCHEN-RM 107- DTL ELEV 1 S KITCHEN-RM 107- ISLAND DTL ELEV KITCHEN RM- 107- DTL PLANA- 1 . 4 A 1 .4 SCALE: 1/2" = 1 '-0" A 1 .4 SCALE: 1/2" = 1 '-0" " = '_ " A 1 .4 SCALE. 1/2 — 1 0 A 1 .4 SCALE: 1/2" = V-0-1 � � 10 d'O71 o DOOR SCHEDULE Q CC) . cnZ DOOR NO. LOCATION TYPE THICKNESS MATERIAL WIDTH HEIGHT SWING FINISH HARDWARE MANUFACTURER NOTES '100-01 FOYER 1 1 3/4" WD 42" 80" LEFT HINGE NATURAL MAIN ENTRY SET '100-02 FOYER 2 1 3/8" WD 32" 80" RIGHT HINGE PAINTED WHITE CLOSET SET '101-01 POWDER ROOM 2 1 3/8" WD 32" 80" PAINTED WHITE PAINTED WHITE BATHROOM/LOCK '102-01 ENTRY HALL TO BASEMENT 2 1 3/8" WD 32" 80" RIGHT HINGE PAINTED WHITE PASSAGE o '103-01 BEDROOM 2 1 3/8" WD 32" 80" LEFT HINGE PAINTED WHITE BEDROOM/LOCK Q '103-02 BEDROOM/CLOSET 3 1 3/8" WD 64" 80" RIGHT& LEFT BI-FOLD PAINTED WHITE CLOSET PULLS Q U 3 '104-01 BEDROOM 2 1 3/8" WD 32" 80" RIGHT HINGE PAINTED WHITE BEDROOM/LOCK z 104-02 BEDROOM/CLOSET 3 1 3/8" WD 64" 80" RIGHT & LEFT BI-FOLD PAINTED WHITE CLOSET PULLS O W 6 o Ln -o � '105-01 GREAT ROOM 4 SEE MANUFC SPECS SEE MANUFC SPECS 72" 80" SLIDING PAINTED BLACK/BOTH SIDES SLIDING PATIO DOOR ANDERSEN FRENCHWOOD GLIDING PATIO DOOR- FWG6068L NLn F- T 'o M c N C '105-02 GREAT ROOM 4 SEE MANUFC SPECS SEE MANUFC SPECS 72" 80" SLIDING PAINTED BLACK/BOTH SIDES SLIDING PATIO DOOR ANDERSEN FRENCHWOOD GLIDING PATIO DOOR- FWG6068R Q 5 o A 2- 106-01 HALF BATH 2 1 3/8" WD 32" 80" LEFT HINGE PAINTED WHITE BATHROOM/LOCK I-L- — L �_ N = W O M E '108-01 BREAKFAST ROOM/KITCHEN 5 SEE MANUFC SPECS SEE MANUFC SPECS 36" 80" LEFT HINGE PAINTED BLACK/BOTH SIDES BACKDOOR ENTRY SET ANDERSEN PATIO DOORQ = ,� a 109-1 MASTER BATH 2 1 3/8" WD 32" 80" LEFT HINGE PAINTED WHITE BATHROOM/LOCK �- 'o 110-01 MASTER BEDROOM 2 1 3/8" WD 32" 80" LEFT HINGE PAINTED WHITE BATHROOM/LOCK z U u- `� 110-02 MASTER BEDROOM/CLOSET 3 1 3/8" WD 44" 80" RIGHT & LEFT BI-FOLD PAINTED WHITE CLOSET PULLS 110-03 MASTER BEDROOM/CLOSET 3 13/8" WD 44" 80" RIGHT & LEFT BI-FOLD PAINTED WHITE CLOSET PULLS 0 Q 01 M WINDOW SCHEDULE WINDOW NO. LOCATION RM NO ROOM TYPE TYPE DESCRIPTION NO. OF UNITS MODEL# WIDTH COMBINATED WIDTH HEIGHT COLOR COMPANY DIVIDED LITES NOTES 1 101 POWDER ROOM W2 CASEMENT 1 UNIT CR13 1'-5 31/4" 214" BLACK ANDERSEN 400A-SERIES 2 104 BEDROOM W3 DOUBLE HUNG 2 UNITS COMBINED TW2846 2' -10 1/8" 5'- 8 1/4" + 1/2" 4' 8 7/8" BLACK ANDERSEN 400 A-SERIES T 3 104 BEDROOM W4 DOUBLE HUNG 1 UNIT TW2846 2' -10 1/8" 4' 8 7/8" BLACK ANDERSEN 400 A-SERIES r 4 106 GUEST BATH W4 DOUBLE HUNG 1 UNIT TW2846 2' -10 1/8" 4' 8 7/8" BLACK ANDERSEN 40OA-SERIES v U) 5 107 KITCHEN W5 DOUBLE HUNG 1 UNIT TW2021 2' -2 1/8" 3'- 7/8" BLACK ANDERSEN 400 A-SERIES OVER SINK- COORDINATE WITH CABINETRY W 6 108 BREAKFAST W6 DOUBLE HUNG 2 UNITS COMBINED TW2052 2' -2 1/8" 4' -4 1/4" + 1/2" 5' 4 7/8" BLACK ANDERSEN 400 A-SERIES 7 108 BREAKFAST W7 DOUBLE HUNG 3 UNITS COMBINED TW2052 2 -2 1/8" 6' - 6 3/4" + 1" 5' 4 7/8" BLACK ANDERSEN 400 S A-SERIES 8 110 MASTER BEDROOM W7 DOUBLE HUNG 3 UNITS COMBINED TW2052 2' -2 1/8" 6' - 6 3/4" + 1" 5' 4 7/8" BLACK ANDERSEN 400 A-SERIES n 9 110 MASTER BEDROOM W4 DOUBLE HUNG 1 UNIT TW2846 2' -10 1/8" 4' 8 7/8" BLACK ANDERSEN 400 A-SERIES F—i 10 109 MASTER BATH W4 DOUBLE HUNG 1 UNIT TW2846 2' -10 1/8" 32 1/2" BLACK ANDERSEN 400A-SERIES 11 103 BEDROOM W4 DOUBLE HUNG 1 UNIT TW2846 2' -10 1/8" 4' 8 7/8" BLACK ANDERSEN 400 A-SERIES W 12 103 BEDROOM W3 DOUBLE HUNG 2 UNITS COMBINED TW2846 2' - 6 1/8' 5'- 8 1/4" + 1/2" T8 7/8" BLACK ANDERSEN 400 A-SERIES p 13 200 LOFT W9 FIXED 1 UNIT P3030 3' - 0 1/2" TO 1/2" BLACK ANDERSEN 400A-SERIES FOUR 14 200 LOFT W8 DOUBLE 2 UNITS COMBINED TW2852 2' - 9 5/8" 5' - 7 1/4" + 1/2" 5' -4 7/8" BLACK ANDERSEN 400 A-SERIES U 15 200 LOFT W9 FIXED 1 UNIT P3030 3' - 0 1/2" 3' 0 1/2" BLACK ANDERSEN 40OA-SERIES FOUR O 16 105 GREAT ROOM W9 FIXED 1 UNIT P3030 3' - 0 1/2" TO 1/2" BLACK ANDERSEN FIXED WINDOWA-SERIES FOUR nz�, 0 17 105 GREAT ROOM W10 FIXED 1 UNIT CUSTOM 5' -4 3/8" 5' 2 3/8" BLACK ANDERSEN FIXED WINDOW A-SERIES SIX 18 105 GREAT ROOM W9 FIXED 1 UNIT P3030 3' - 0 1/2" TO 1/2" BLACK ANDERSEN FIXED WINDOWA-SERIES FOUR 19 001 BASEMENT W1 CASEMENT 1 UNIT CX145 2'-71/2 4'-5 3/8" BLACK ANDERSEN 400 A-SERIES EGRESS WINDOW SEE NOTE BASEMENT PLAN 1-A 1.0 '�-+ 20 001 BASEMENT W1 AWNING 1 UNIT AN281 2'-71/2 1'-8 1/2" BLACK ANDERSEN 40OA-SERIES O 21 001 BASEMENT W1 AWNING 1 UNIT AN281 2'-71/2 1'-8 1/2" BLACK ANDERSEN 400 A-SERIES c! C) 22 001 BASEMENT W1 AWNING 1 UNIT AN281 2'-71/2 V-8 1/2" BLACK ANDERSEN 400A-SERIES 23 001 BASEMENT W1 AWNING 1 UNIT AN281 2'-71/2 V-8 1/2" BLACK IANDERSEN 400A-SERIES 24 001 BASEMENT W1 AWNING 1 UNIT AN281 2'-71/2 V-8 1/2" BLACK ANDERSEN 40OA-SERIES 25 001 BASEMENT W1 AWNING 1 UNIT AN281 2'-71/2 V-8 1/2" BLACK ANDERSEN 400 A-SERIES 26 001 BASEMENT W1 AWNING 1 UNIT AN281 2'-71/2 1'-8 1/2" BLACK ANDERSEN 400A-SERIES C�3 -J cl� cz F—i W O FIFIF-1 o EIFIE] 0 w o U N -O DATE:9/9/20 REVISIONS:9/24/20 C1 2 3 4 5 ) 12 - 12 1L 11zA DRAWN BY: JD@F SCALE: SHEET NUMBER W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 L1 L2 4 DOOR & WINDOW TYPES A- 1 . J �-oSCALL:—: 1/2" = V-0" e M O t` RIDGE VENT N RIDGE VENT o 0 Z CUSTOM WD LOUVERY O ..................••..................--•.....................................................----•-.................................................•••......•--- 12 2 1/2"DRIP CAP ....................•-----•-•-•-•-•.................. 12 .......................................................................................................................................•....••-•.................. m Ln I 9„ 2 1/2" DRIP CAP ................................................................... _____________________________________________________ _____________________________________ ______ _ -______________________________________ COMP ROOFING SHINGLE________ _________________________________ ______'________SYSTEMf�RTflINTEfB_�3t�f(�___________-___ ________________- - ° °' ° &DOWNSPOUTS PT BLACK _ - - v� — — — — — — — — — — — — ----- ----- - -SF _fl IQ -OF--IN}SH-Anln rnL nn — — - — 6 -------------------------------- --------------------BY-OI�NEIZ--------------------------------__-_-----_`--------------_ --------- ------ STANDING SEAM 14 TYP EXTERIOR WALL SYSTEM: __-.____________________ _ --.,_----_____-__..___-__.._____----__---__------------___--___-____----____-___- __________._-_-----_---..__-_---_---_____-_..__--______ L MTROOFING HARDIE BOARD .................................................................... ...... ....................................................................................... Q BLACK PT FIN - VERTICAL BOARD&BATTEN SIDING SYSTEM ........................ ................................................................•-..................•-•-••.....................................-•-........ U 3 6„ 1 1/2"BATTENS @16 O C 0 E 12 ........................... OLL1 o ...............- rn4-1/21 „ 1 5 FLASHING _.-_.-.....•_•................. •----...----•-.......--•--........................_...------...... ............... N N +� c ,o A c .._ .. ......................................................................................... .__...-..-_......._.....-. c ,0 M L 7 13 — 2 1/2"X 2"DRIP CAP ................................................................................................................................................................. Q ....... 0 M 9 1/2" RUNNING" BELT COURSE ---------------------------------------------------------------------- ----- H — N N __... ... .......... . .......... ^ L ..................••------....-.-----------.--------_------... ------____-•---------_..---------------------------------------- --------------------------------------------------------------.._._.......--" ---------------__.......-....-......._-......._..- -. � � � ^ E ------------------------ inL ADE ------------------------------------------------------------ -------------------------------__--_.-__--___---.----------.__ _----------------------------------------- - -� 5 - - - - - - - - - - - - -----------------------------------LL L ----------- - ---------_- -------- - ... --- --- - - 'N CN 4- LAMP I kmP E6 s 12 �r E-1009„ 9" PO TS 6 5 4 3 1 Q FLASHING M I 2 T L_,q 12"RUNNING"BASE BOARD Lil IL - I Q.> ir—7n 11 tL LEI- m I I II II II C _ _ � II I II � II II I II i 19 I I I I I I 21 20 ;o I I I I I I I I I I I I I I I I I — - - - - - - - - I - - rL ' � � � � � � l .� � - - I - - - - - - - - - I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 EAST ELEVATION A-2.1 SCALE: 1/4" = V-0" ri--� CONST DTL @ STAIRS °' Q � co -2.3 SCALE: 1 " = V-0" --d Z O 0 RIDGE VENT RIDGE VENT � w O Q -•-------------------------------------•---•------.._..........._............------................._.............-----....._.......--•.....--••------------•----- cn .......-•------•-----•-•••••................ --•---•-•------•--••---•----•- --...._........-----•--•--•---.........---------........_ . ...........__..._.. 12 uJ J . .. Um ...............----•---•----•••-•-•----....... •----•--•---•.......................•--............... .....-----...-•--• •... 12 ..................................-.........-------------------------COMP'ROOFINGSHINGLE................................................................ 4 c� W V) .---•---•--.......--•......................•----.....---......._..."'SYSTEM-CERTAINTEED'OR'E .............FINAL-SELECTION'OF-FINISH AND-COLOR--------------------------------------------- 3 .................... ............................. ..................BY OWN ER...-••-••-•---•...... 17 _ _ _ _ _ _ _ _ c�3 m 00,_ - - - - - . - . - - - - - _ - - - - - - - - ---------------------------------------- ------------------------------------------------------------------------------------------------------------------------ h'--i ---------------------------------------------------------------------------------------------------_--------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------- ffF -- ......... ...... ------ -- ------------------------------------ ---- m ----------------- - - ---------------------------------------------------------------------------------------- :----- .................................................................................... 12 -------------------•-------....--•---•-------•---........... .............._._.2:1/2_X2•DRIP•CAP Z7YP}.-----•-----------------...----------..................._. 18 ........................................ -----............ � ---•-----------.........--••----•--........-----........------.........................................---• 4-1/2. � M ... ... ............................................ ... ........... ... ... 8 r — - - ------ - - - - ---L ------ -------------- - --- -- - ---- - --- -- - -- - ------------- — m — — — — — — — — — - — — — — — — I O� 10 9 11 7 FLASHING 9"XI, E DAR PO 9"X9" DAR PO 37 3 DATE: REVISIONS: 00 12"RUNNING"BRS BOARD 11 11 H JI 11 m - - - - - - I F=::S ju — — u n u II n U.-- n r— ' LI _ - -- - - - - - - - - - - - - - I—�, I bo I 25 24 ( I 23 I 22 I I I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1—, ,-L - - - - - - - - - -I ,- - - - - - - - - - - - - - - --rl- - - - - - - - - - —�, DRAWN BY: JDeF 3 NORTH ELEVATION 4 WEST ELEVATION SCALE: SHEET NUMBER A-2.1 SCALE: 1/4" = 1 '-0" A-2.1 SCALE: 1 /4" = V-0" A-2 . 1 9 G� �` ��O o 1 9 1 A2.3 A2.3 1 A2.3 A2.3 + ���</ 12 ac A2.4 ► I A2.4A2.4 A2.4 QO �1 o I ► ' ���ti� OC' �P -- - - - - - - - - - �S/ 5 Z 12 A2.3 - " __ -_ - 12 BUILDING INSULATION & AIR-SEAL ENVELOPE BUILDING INSULATION & AIR-SEAL ENVELOPE ' 12 � 12 I , 1 3 I , A2.3 - - - - - - - - - - - - - - - - - - - - - - - I o - - - - - - - - 12 - ` 12 r 5p 4-1/2 4-1/2 Q U? } ` � fig � _ , � ' ' ♦ m ' MAL �I �z ♦► 1 - ' IN AIR SEAL W ai o +n I10f N THERMAL ^° ul rzr ♦ I ` ' - INSUL&AIR SEAL Q : o M Q SOUND DAII�SMLE�01JN- �,! -� _ i _ _ — V' I - - - - - - - - - - - - - - - - - - - - - - - `- 1 ' Q) oo � M E lL v O 2 ' I l: ; �— 5/8"GWB GREEN BORD - I- 'F LL o U � � ©❑❑ ( o ❑ I L--XI���� SOUND DAMPENING = a) (_I INSULATION N FRI ol ILI er 1 t ♦ n I , i 1 I 1 9 1 I 8' I I 8 5"STL LOLLY CGL 1 I I i I I 1 5"STL LOLLY COL 5"STL LOLLY COL d' 1 100 1 00 W I I I I A2.3 , ; 1 2.3 I , I 11,jp 1 I 1 I 1 + W �•i (�1 SECTION A-A 1 SECTION B-B co � z -2.2 SCALE: 1/4" = 1 '-0" �13SCALE: 1/4" = l '-O" 0 O _ - BUILDING INSULATION & AIR-SEAL ENVELOPE n/ U 1 - rl \ V J ► 2 1 !n � V ON z1 4 ���Ill..r��/// '�4 0� 2 12 BUILDING INSULATION & AIR-SEAL ENVELOPE C�8 � MM A2.3 � 12 ♦. IF79 � ,� cid W 2 F--� - - - - - - - - - - - - - - - - - 12 _ - ''• 4-1/2bo - L THE ' RMAL ,� �` ♦\ � NSUL SEAL INSUL R SE ` + , ' 6 7 +- WD PANELS PT 7 + EXTEND WI D W CASEWO ' ►► 2 I ; \' (^( , 1 ► ` - - - - - - - - - - - - - - - - - - - - - - - 1 I I 1 2 O O I 0 0 I ' — ! (SIM MIRRORED) DATE:9/9/20 REVISIONS: EIJI I LiSSS 1 , , i 1 � 1 r I 811 8'r 1 - 1 I 1 ' I 1 181r 8" I , ; , � 18" 1 5 , 5"STL LOLLY COL ' - - - ' I 5"STL LLY COL , "' 1 - - - - 5 STL LOLLY COL m _ _ _ _ _ _ I `1 1 I 5"STL LOLLY COL ; oo ► i 1 ' I 1 ► - ' I \ ♦ , r , DRAWN BY: JDeF SCALE: SHEET NUMBER 2 SECTION B-BSECTION D-D 2 �2.2SCALE: 1/4" = 1 '-0" -2.3 SCALE: 1/4 = 1 ,_o A-2 , 2 MTL RIDGE VENT 1" NARROWEST PT MIN VENT SPACE ROOF SHEATHING MTL RIDGE VENT o COMPS ROODF SYS SEE ROOF PLAN 1- A1.3 SIMPSON HURRICANE/SEISMIC 2"X10" ROOF JOISTS '' , BEAM STRONG TIE 3"X12" GLULAM RIDGE BEAM 0 3"X12" GLULAM RIDGE BEAM SIMPSON HURRICANE/SEISMIC c� 2"X8" SOFFIT OUTRIGGERS j �, ° ° � 9 � o � � o O @ 16" O.C. RIDGE BEAM STRONG TIE / °0 °° \ 2"X10" ROOF RAFTERS LAP, NAIL & STRAP ° �"� ) �� ° ° SIMPSON HURRICANE/SEISMIC POST STRONG TIE o o �� 2"X10" ROOF JOISTS @ 16" O.C. (4)2"x6"STUDS KING/POST � \� ° 3 1/2"X 12 GLULAM BEAM 2"X10" ROOF JOISTS @ 16" O.C. FLASH jIZ COMPS ROOF SYS SEE ROOF PLAN 1- A1.3 ° -1/Z \. 2" R-12 RIGID INSUL 0 0 0 �i�'' 8FG BATT INSUL R-30 oROOF RAFTER TIE BEAMS d SYSTM SEE DTL 4/A-2.4 FOAM AIR SEAL� 2"X8"CLG RAFTER @16" O.C. � �° ° °, � < � ® W/SIMPSON CONNECTORS , R 19 BATT INSTUL _ 2" R-12 RIGID INSUL Q o 11rg_",� DTL SECTION @ RIDGE BEAM 2 X10 ROOF JOISTS & 2X8 CLG RAFTERS O z LAP, NAIL & STRAP /'- E (4)2"x6" STUDS KING/POST --- A-2.3 SCALE: 1 " = 1 '-0" N w r ° 4WD LOUVER / ° ° , d NOTE: Q � � M 'Q DOUBLE STUD WALL _ v� o cv .0 IN BOTH BEARING WALLS 'O `� c =_ = = ' 2"X10" ROOF JOISTS & 2"X8" CL _ - - - - - - - - - -- -- 3/4" PLYWD ROOF SHEATHING _ o ° & o ^ " RAFTERS NORTH SOUTH 00 "' a LAP, NAIL & STRAP = v � (2)2X4 WD STUDS Q +� o _ @ 16" O.C. F- 2 'N - - ° LAP STUDS TO BE CONT z U 5/8"GWB PT TYP ° °, TO BEAM 9" KING POST IN PLAN 0 0 0 0 o NAILER FOR HANGERS ry *' L o s j SIMPSON HURRICANE/SEISMIC FIRE BLOCK O Q DTL SECTION @ RIDGE BEAM 2"X10" ROOF RAFTERS LAP, NAIL STRAP °° BEAM STRONG TIE SOUND DAMPENING 1 INSULATION AT GUEST BATH M -2.3 SCALE: 1 " = 1 '-0" FLASH 3 1/2 X 12 GLULAM BEAM MASTER BATH& MASTER BEDROOMS ° 2"X10" ROOF JOISTS @ 16" O.C. o ° 0 0 3/4" PLY WD SHEATHING �"'" 0 0 ° 2" R-12 RIGID INSUL ° 2"X4"WD STUDS STL POST& CONST DTL @ ROOF RAFTERS %�� � � � @ 16" O.C. CABLE RACING SYSTEM S NOTE: 8 FG BATT INSUL R-30 v R 19 BATT INSTUL BLACK FIN DOUBLE STUD WALL FOAM AIR SEAL - STL POST& WD CAP NATURAL FIN ° -J2.1SCALE: I " = 1 '-0" IN BOTH BEARING WALLS 2"X8" CLG RAFTER @16"O.C. �=� " 2" R-12 RIGID INSUL m CABLE RACING SYSTEM SEE DTL 7/A2.4 W/SIMPSON CONNECTORS % NORTH & SOUTH BLACK FIN WD CAP NATURAL FIN ° INSULATION SOUND GUEST ATH LAP STUDS BE CONT O.C. SIMPSON H2.5A HURRICANE CLIP SEE DTL 7/A2.4 INSTALLED AT EVERY RAFTER ' MASTER BATH& TO BEAM SCREEN ROOF VENT ° MASTER BEDROOMS V 2"X4"WD STUDS SIM TO DTL 61A2.4 MTL ROOF EDGE F'LSH @ 16"O.C. (TYP) SIMPSON STRONG T E JI FLR JOISTS0 2'iX10"TJI FLR JOISTS W/DRIP EDGE SIMPSON STRONG TIE BRIDGING o BRIDGING r^ ' Z J 0 ° 0 ° 0 CONST DTL PLAN ° ° ° ° ° O O O O O O 5"MTL GUTTERS PT BLACK (2)2"X10"W/SPACER -2.3 SCALE: 1 _ 1 -0" U tb - - - - - - - - - -tt = =3/4" PLYWDSHEATHING W- 32"X10"GL s 2" R-12 RIGID INSUL ( } GLULAM BEAM (n TYP EXTERIOR WALL SYSTEM: 8 FG BATT INSUL R-30 I 1 I I . (FOR BALCONY CANTILEVER) 7 1/2" CDX PLYWOOD SHEATHING EXPANDING FOAM INSUL/AIRSEALENT I r- _ _ _ _ _ _ _ _ _ _ _ _ _ _ �i 1: — EXPANDING FOAM INSUL/AIR SEALENT O Z OR 15#BLDG. FELT OR EQ W/SIMPSON CONNECTORS 2X4 WD STUDS I I I I 6 CONST DTL @ STAIR LANDING RAILING _O "X8" CLIG AFTER 16" @ " " .I �HAERDHE OARDAVERT BIRD F>< BATTEN &2SIM SONRCROSS BRACING G l t- - y 1 • SIDING SYSTEM @ 16 O.C. 5/8 GWB I 1 1 I: FG BATT INSULR-19 -2.3 SCALE: 1 " = 1 '-0" ~ 11/2" BATTENS@16" O.C. FIRESTOPS (TYP) — NOTE: MAINTAIN INUSLATION AND AIR-SEALANT ENVELOPE -- 0 O AROUND BASEMENT STAIRfy 2"X4"WD STUDS SIMPSON SHEAR WALL HOLDDOWN 2"X4"WD STUDS WD STUD 2"X6° G BATT NSULAI OIN R�1 " O.C. /8 GWB FIRE STOPS (TYP) •-� v, GWB @ALL BUILDING CORNERS @ 16 .C. � EXPANDING FOAM INSUL/AIR SEALENT (FOR TYPE II SHEAR WALLS) _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 I 2"X4"WD STUDS FIRE STOPS (TYP) 5/8" GWB PT : INSTALLED PER MANUF. SPECS. r - -' - - - - - - - - - - - - 1; — @ 16"O.C. 5/8"GWB v J 1 1 1 FIRE STOPS (TYP) SOUND DAMPENING INSULATION AT GUEST BATH MASTER BATH& v 0 0 2"x6" BOTTOM PLATE C _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1; 2"X10"TJI FLR JOISTS MASTER BEDROOMS ° - I 1 1• SIMPSON STRONG TIE M.�� W J ° ° I I I BRIDGING 2"X10"TJI FLR JOISTS I' - - - - - - - - - - - - - - —I I• SIMPSON STRONG TIE Q ° 2"X10"TJI FLR JOISTS _ _ _ _ _ _ _ _ _ _ _ _ _ _ 10" R-30 FIBER GLS BATT INSTL I 1 1 r-I ri • BRIDGING O F— FLASH m _ -- - - I r -1 I : — I— EXPANDING FOAM INSUL/AIR SEALENT o 0 0 0 0 11 1 I0 0 ° ` ° ° ° ° .-•SIN t I- _ _ _ _ _ _ _ _ 2"X10"MICROLAM HEADER 1 1 I I I I • 4"X10" MIRCOLA BEAM o a 10" R-30 FI ER GL BATT INSTL 2)2"X10"W/SPACER t _ _ _ _ _ _ _ _ _ ( C = — — — — — — — — — — — o ffil° (2)2"x6" PRESSURE TREATED SILL PLATES 1 I 1 1 (2)2"X10"W/SPACER SILL GASKET ABOVE jl�I= �; 10" R-30 FIBER GLS BATT INSTL I 1. 2"X4"WD STUDS & BELOW TERMITE SHIELD m ii li @ 16"O.C. 5/8" GWB TERMITE SHIELD � FIRE STOPS (TYP) 6"X16" MIRCOLAM BEAM W/PRE-BENT DRIP EDGE 5/8" X 12" J ANCHORS @ 32" O.C. oilSTL LOLLY CLMN BRACKET STL LOLLY CLMN BRACKET e NO MORE THAN 12" FROM ANY CORNER DATE: •;° •• i�° ,�i OR DISCONTINUOUS EDGE MINIMUN EMBEDMENT o„° ea eoe • D.O o =o o OF 8" INTO POURED CONC FOUNDATION WALL 2"X14"TJI FLR JOISTS REVISIONS: 0. 11 W/3"X3" SQ WASHER _ _ _ _ _ _ SIMPSON STRONG TIE ." • . '..oe o• ' o O II 1► �- -_ _ _ _ _ _ _ _ _ _ _ _ _ __ -� 1 : BRIDGING °'°' ° °eOo 0° ° o'o• n " _p 3000 PSI CONC FOUNDTION WALL r l ° ISA%JA��MAT I I I II & FOOTING e ° ° VERTICAL#6 STL REINFRODS @ 24"O.C. RID INSUL r 5 STL LOLLY COL ''�� 1 ° o0 0 0 0"e ° rp •woe a op p ° to N - - - - - - - - - - - - - - -i I 5" STL LOLLY COL . ' 0 0 °0°0 e N `ale ISOLATION JOINT CAULKED& SEALED 1 I I I it C = _ _ _ _ _ _ _ _ _ _ _ _ _ 0 1 O 0 0 °•° 0 .0 DAMP PROOFING OVER FOOTNG I t I • • o• & RETURN UP WALL TO SLAB FOOTING RUNS CONT DAMP PR z l ,IE •oQ :—• , ° 1 1 1 UNDER WALL LOLLY COL ANCHR SYS '•9 elbo � 4" CONC SLAB C _ _ _ _ _ _ _ _ _ _ _ _ _ _ j 1 LOLLY COL ANCHR SYS oa� o DoOoo4 o� �� W/WW MESH (2)2"x6" PRESSURE TRF4TED SILL PLATES (2)2"x6" PRESSURE TREATED SILL PLATES k°t °o p o e° VAPOR RETARDER „ o o 11 ° 11 _ _ _ _ _5/8_X 12 J ANCHORS 32 O.C. 5/8 X 12 J ANCHORS @ 32 O.C. o ooQ 2" R-12 RIGID INSUL R II o ° U it 9ie PARIMETE DRAIN GESYSTEM PARIMETER DRAINAGi: , 1�1 ° 4 °ji ° II II eO D �� _R� n s. •e. ' 0 - 00 11,• p " .y• - pp .,u p - n ae� ° W 4 - - - - - - - - - - - - - - - •- -- _ - - - - ..- - _ 'dam - - _ 0 - - - - - �I111 if++ t - - - - - - - - - - - - -Q - _ - Q . s - - - - - - - - - - - - - _ - _ _ - - - _ - - - - - •d• - _ - �- . _ _a _u+._ - -•- - - - - - - - - - - - •d-- -0n• d,_ u0 - - _ _ - - - - - - - - x•oo--` S • ° ° , O e •11 O a . T,p - - -� - - - - - - - q�., 0 - - - - - - - - - - - - O8; e ° ° 0° ,o II .G°Oa o O e ,� O . s •°da%"' o..�o•� e P b o O •O °O • 0° 00 °� a 08e O e O 0e Oo s0 O a Oo ° Ilo i P oo p ea0 O° a 0• O e e ee Q0 •0 p p• ee QO e0 ° °•'° On ' II o ' eo a e° . °$ °fie ° ® O . 0 0 °°'�°"n 1, ° o •o '� °be eBe o e e ° o 0 oe eb. . o e ow O.II a R" O eY7° Oe a o• ^- o 0 00 II •. oK . e °•••;;• DRAWN BY: JDeF ° e O O• e 0 0 O e ° °• e O � b B 0 ..® • o e� a II •. 00 O O o °0° e 0 �•O e • O oV 00 e O a O a00 0 0 � ..° :1 Q °Oe QOe e 0 e e�C ° a'� °'`'=.'OQ' 0 e$e�0s� 0 • O ° .,, ep., °,.° • ee•O e • o 0 0° �°°- pea e O a ° c 00 0o O ° _ _O O ° • o e ° O= _- — •— - v �0 oe4 0 0.e SHEET NUMBER e e V b e $ b e oti a oo° O 0 0 0 o e00• oo e o CS F O o 00 00 0 ° ° O O p • -o =0= o Q O' O o o ° � o .O ° O . 0 0 0 =o— o O o, SCALE: } O • O ° O O y {{r�tes • O O e O • • O �° O e({° _ O 0 °P �§ 000 OQ O ° ee e° $0y a puweC o 04oO �e 0 t ° O R O Ce_ _ ' p g S ° O:aw Ir e o 0 0 0 tp 0 0 0 0 0 0 0 $ 1'-4" N1 4 a 4„x 31. . E r •.K,� 2'-0"°r ° _ �• w.xa., � 3l � 'b�j9= r v5ca•+ �' .p#.ay„ 11°pAo a-.•.. u-� .0 00 #4 STL REBAR GRAVEL DRAINAGE BED STL REBAR - #4 S L REBAR r STL REBAR BOTH DIRECTIONS #4 STL REBAR BOTH DIRECTIONS 2 CONSTDTL SECTION rT CONST DTL @ STAIRS 4 CONST DTL @ STAIRS , CONST DTL SECTION rT CONST DTL SECTIONA-2 . 3 A- .3 SCALE: 1 " = V-0. SCALE: 1 " = V-0" -2.3 SCALE: 1 " = 1 '-�0" -2.3 SCALE: 1 " = 1 '-0" -2.3 SCALE: 1 " = 1 '-0" 1 MTL ROOF VENT COMPS ROOF SYS SEE ROOF PLAN 1- A1.3 COMPS ROOF SYS SEE ROOF PLAN 1- A1.3 Tr II MTL ROOF EDGE FLSH " `� mow`'`"'"'`'`"`°' '" WD TOP RAIL NATURAL FIN �— 5/8" GWB PTD WHITE W/DRIP EDGE - --- - ZIO 3/4" PLYWD ROOF SHEATHING II I STL POST& WD NATURAL FIN TO MATCH Q .; , MTL ROOF EDGE FLSH �'� (3)2"x6" STUD HEADER W/SPACER ` CABLE RALINBL CK FIN �N RYSTEM AILING Q �t: o ` = 1" NARROWEST PT MIN VENT SPACE n �� W/DRIP EDGE uii 2"X 8"SOFFIT OUTRIGGERS N N 1/2" NATURAL FIN WD REVEAL S �Q' nn J BEAD EDGE TO GWB �� S 2"X8" GLULAM RAKE HEADER ,. 1 NARROWEST PT MIN VENT SPACE (2) 2X10 HEADERNOTE:RO()F FRAMING DIISTORT PROPORTIONS B S ° DUE TOS TION CUT. DON T SCALE2"x6"WD STUDS @ 16"O.C. ROOF VENT STOP @RIDGE SOFFIT I BLOCKINGS 5/8" GWB un�u�n 2"X10" GLULAM BLOCKING ���b��d" 2"X 8"SOFFIT OUTRIGGERS (3) 2"X10"GLULAMS W/SPACER 1' SPACER o (3)2"X10"s W/SPACER CASE IN FINISH TRIM FLUSH ANDERSEN 400 SERIES WINDOWS m INSTL AS PER MANF SPEC) m ~ L W/WOODOW/LOUVER TRIM SEE WINDW SCHED FOR SIZE AND SPEC U 3 SIMPSON HURRICANE/SEISMIC TIE 2"X10" WD ROOF JOISTS @ 16"O.C. O W z E 2"x6" DOUBLE PLATE 0 (4)2"4"STUDS KING/POST SEE DETL 1/A-2.3 j ANCHOR TO BEAM BELOW N c 'r° f-- �o Mc FLSH &COUNTER FLSH ~ i SIMPSON H2.5A HURRICANE CLIP < _ cn o N (-f--, DTL SECTION @ SOFIT RIDGE BEAM INSTALLED AT EVERY RAFTER ROOF RAFTE TIE BEAMS o c SYSTM SEE E TL 4/ -2.4 ° _ �° �14SCALE: 1 " = 1 '-O" °° TRIANGULAR ATTIC LOUVER ' ' ' i Q ° (3)2 X10 GLULAMS W/SPACER 1 ~ ° o I U N _ ---- -- A.BSEAM STANDING SEAM 3/4" EXTERIOR TRIM BIRDS - - - --- ° MTL PANEL ROOF SYSTEM r-1 WD NOSING t OR EIS INSTL AS MANUF SPEC /� 3 2"X10" GLULAMS W/SPACER Z - O � ( ) NATURAL FIN -SEE DTL7 A-2.4 2"X10" JTI FLR JOISTS Q `r ROOF MEMBRANE N1 66 1 _ SIMPSON H2.5A HURRICANE CLIP T&G CLG PTD (PT ROBIN'S EGG BLUE) N WD CASING @ 16 O.C. 01 III EXPANDING FOAM INSUL/AIR SEALENT BLACK PT ON SIMPSON JOIST HANGERS M X10" GLULAM ENGN BEAM INSTALLED AT EVERY RAFTER /� I TYP EXTERIOR WALL SYSTEM: ^• II, I, 6 FLASHING 1/2"CDX PLYWOOD SHEATHING ij 2"X6"WD STUD FRAMING 3/4" ROOF SHEATHING ° o ° TYVEK HOMEWRAP VAPOR RETRADER —'" 2"X8" ROOF RAFTERS @ 16" O.0 °o° o OR 15# BLDG. ANDERSEN 400 SERIES WINDOWS FELT OR EQ - -� r - HARD E BOARD VERT BIRD & BATTEN INSTEAD PER MANF SPEC) CONST DTL@ GREAT RM BALCONY WALL MTL ROOF EDGE FLSH ® ® SIDING SYSTEM I SEE WINDW SCHED FOR SIZE AND SPEC 6 W/DRIP EDGE `= ® i � � ® i I 1 1/2" BATTENS @16" O.C. \ ® �24SCALE: 1 " = V-0" _ - (3)2"X12"GLULAMS W/SPACER f� EXPANDING FOAM INSUL/AIR SEALENT 3 CONST DTL@ ROOF OUTRIGGER & LOUVER ® ® ® STL POST& I' (3)74"WD STUD HEADER W/SPACERCABLE BALING SYSTEM 9 1/2" X 12" CEDAR TIMBER BEAM H A-2.4 SCALE: 1 " = 1 '-0" BLACK FIN CLEAR FIN 9 1/2" ti �I WD CAP NATURAL FIN v SIMPSON HALF FLANGE & MOTISE SIMPSON APVB1010 AVANT ORNAMENTAL BEAM CONCECTOR ANDERSEN 400 SERIES 10X10 POST TOP -BLACK POWDER COAT W/STRUCTURAL WOOD SCREW GLIDING PATIO FRENCH DOORS 2"X10" WD ROOF JOISTS @ 16"O.C. SPACER �^ WITH HEX-HEAD WASHER v, SEE DOOR&WINDOW SCHED 1- o 7 9 112" X 12" CEDAR TIMBER BEAM 3A"T&G PLYWD L CLEAR FIN 0 2" R-112 RIGID INSUL STL POST&CABLE RALING SYS 1 2X8 iCLG RAFTERS ANCHR AS PER SYS SPEC O `•J 3/4" QUARTER ROUND FIN WD W (2)2"x6" PRESSURE TREATED SILL PLATES 8"R-30 FIBER GLS BATT INSTL m0 ►� r r1 1" FLAGSTONE RANDOM V, 9 1/2" X 9 1,12" CEDAR TIMBER POST RECTILINEAR EXPANDING FOAM INSUUAIR SEALENT EXPANDING FOAM INSUUAIR SEALENT __ o (3) CANTIL 2"X10"S @ ENDS Z ON 1" SETTING BED 66 OF BALCONY 1 MORTAR JOINTS o ss 7:$ 0 SIMPSON APV61010 AVANT ORNAMENTAL IN BETWEEN STONES 5/8"GWB PTD WHITE z" 2"X10"GLULAMS @ 16' O.C. 10X10 POST BASE- BLACK POWDER COAT FLR& STRC SYS IN BETWEEN 5 REINF sCONC SLAB " " L m 45 EE FRAMING PLAN U l�IMPSON ANCHR SYSTEM SEE DTL 5/A-2.4 (3) 2X10GLULAMS W/SPACER r O SILL SEAL ^� w �4 2"X6" SPACER �_ WD NOSING i WD SILL NOSING J BEAD — 1/2" BEV 1'-5" 0 a CHAUKING 5/8"GWB PTD WHITE NATURAL A2 UREVEAL SLOPE TO DRAIN E -- - 1" FLAGSTONE RANDOM _ -"- - _ r ^ 7 RECTILINEAR v J L 3/4"WD CASING ON1" SETTING BED - - .,,. CONST DTL@ GREAT RM CEILING �( O _ ° PT BLACK 1/2 JOINTS INBETWEE:NSTONES n- °.' • ••° - - - - - - - - - - - - - - - - - - - • 4 O.. r..r � .•u., o 0 0 0 �' U ° „ o (3)2"X10" HEAD ° A-2.4 SCALE: 1 " = 1 '-0" 6°x1o° GLULAM a . • W J o o SILL GASKET ABOVE oCy ° ° 2'"X6"WD STUD FRAMING a • & BELOW TERMITE SHIELD v 5/8" GWB ^ Q r` a o e 1 O ' `r- TERMITE SHIELD •• ° 4"X16" MIRCOLAM BEAM 5/8"WD BASE PT BLACK W/PRE-BENT DRIP EDGE 3/4 RNID WD TOENATURAL FIN O W 7 CONST DTL@ BALCONY CANTIL ' u 2)2"4" PRESSURE TREATED SILL PLATES ENGINEERED WOOD FIN FLR 5 8"x12""J"ANCHR OVER 3F4"T&G PLYWD SUBFLRA-2.4 SCALE: 1 " = 1 '-0" — — CONIC WALL RETURNS AT ENDS 5 8 x12" J ANCHRS @ 32 O.C. 2"X14"JTI FLR JOISTS 2 X10 JTI FLR JOISTS i 8" 6" NO MORE THAN 12" FROM ANY CORNER @ 16" O.C., _ FLR FIN VARIES 3000 PSI CONIC FOUNDTION WALL o•� ��N SEE RM FIN SCHEDULE REC SIMPSON CONEGTIOONS OR DISCONTINUOS EDGE MINIMUM ON SIMPSON JOIST HANGERS VERTICAL#4 STL REINFRODS @ 24" O.C. • ' ° IMBEDMENT OF 8" INTO POURED "' (3)2"X10"GLULAM BEAM �ov CONIC FOUNDATION WALL ' W/3"x3" SQUARE WASHER ° m � � 1" 4" I ° ° 2"X10"GLULAM JOOSTS CONIC PEIR AT BEAM � i #4 STL REBAR .. \ ON SIMPSON BEAM HANGERS 44 a F - - - _ - _ - ° •o • 3000 PSI CONIC FOUNDTION WALL 2 16" OC. • :•,t ° : ;;, ° VERTICAL#6 STL REINFRODS @ 24"O.C. 00 •• .a oo e ° ° ':e � "`NOTE: 12" REINFRD CONIC WALL 10" R-30 FIBER GLS BATT INSTL DATE:9/920 @LOGGIA& PORCH ONLY 2"X10"JTI FLR JOISTS �= REVISIONS: SIMPSON JOIST BRIDGING @ 16"O.C., DRAINAGE MAT LINE OF TYPICAL REINF CONIC ON SIMPSON JOIST HANGERS FOUNDATION WALL 10" R-30 FIBER GLS BATT INSTL 2" R-12 RIGID INSUL DAMP PROOFING BARRIER VX16" MIRCOLAM BEAM \ ISOLATION JOINT CAULKED & SEALED B BASE FLR SLA STL LOLLY CLMN BRACKET SEE DTL SLA DAMP PROOFING OVER FOOTNG & RETURN UP WALL TO SLAB 5" LOLLY COL 4" CONIC SLAB W/WW MESH LOLLY COL ANCHR SYS (3)2"X10"GLULAM BEAM VAPOR RETARDER ON SIMPSON BEAM HANGERS :o 'o • 2" R-12 RIGID INSUL PARIMETER DRAINAGE SYSTEM 2"X6" GLULAM BEAM ON SIMPSON BEAM CONNECTORS PARIMETER DRAINAGE SYSTEM ° ° =^v= - - - - _ - - - - a , -•`°- - - - - - - - 4_ _ _ _- - - - a - - .°- - - - - - - - - - - - _ _ '� - - - " - - - - - - - - - - - - - " -" ° -�' 2 X6" @ END CONDISTIONS DRAWN BY: JDeF °O •e o (3)2 X6"+ SPACER LENTIL TP)o SCALE: 6 GRAVEL DRAINAGE BED2 X6 GLULAM BEAM SHEET NUMBER o e ON SIMPSON BEAM CONNECTORS m - - _� 2'-0" #4 STL REBAR ry'N� ., CONST DTL@ LOGGIA- FRONT PORCH SIMILAR #4 STL REBAR • _ ", 5 CONST DTL@ BASEMENT $ AFRAMING DIAM @ BALCONY CANTIL _2 . 4A-2.4SCALE. 1 — 1 0 A-2.4 SCALE: 1 " = 1 '-0" A-2.4 SCALE: NA I - - - - - - - - - - - -I io < I oz I o � tiN N � y o O d tc, II I I I I PO CH J �. - - - - - - - - -� WP A A T O DER RM � 101 SK w D ( I I ® FO ER c I O LU z o I,I I I _ H H I I I BEDROOM I 100 I BEDROIOM N I— �, C "� I I I I I I 103 I I I 104 _. N o N I o �° N = ENTRY HALL .N I I I I 102 z v I H 1 N I— —I I I F — —� I I —I I I I O I I WH I— —I I—. —f L —I I I r1 r GUEST106 ATH 1'1 1'1 I - - - - tl I I C WH H II H II H II H BAS00kNT 11 I I MA STE09 BATH - - I II II I F I tt �t G rp I— F I I I I G Jt FRIt I GREAT ROOM _ GFI _GFI C' J ' t� 105 II W ,. REF W I � II - - - t- - - II tt - - I— —I I— — —I —I I — — --I t I I I I KITCHEN 1 I � IIII 107 � I 1 I, a I H II H I I H II H — I t I II I W I II II I t ( �c I I I 1 MASTER� BEDROOM " "I I - D G I II II II I BREAAST w Q 1 H - - - - - - - [77 - - - - - - H I I �� F F L� DIM I �. 1 I I DIM `,WID I I I I i LO GIA o I I I I I I Z LL F co 06 NT POWER & SWITCHING 2 FIRST F OOR POWER & SWITCHING �� �� �3 drT-� BASEM W I--� W E-1 .0 NOT TO SCALEE-1 .0 NOT TO SCALE G r_1 as M---i Q O tXK_ aoad 0- EMal (16 �4 lectrical Legend . Electrical Notes. W 6� A)YS 1. Electrical contractor shall be responsible for verifying exact field Duplex Receptacle 110v conditions for mechanical, switch and fixture relationships, as well Switched Duplex Receptacle 110v as existing telephone and electric outlets. Report any discrepancies to the Architect. Receptacle 220 V B I I a) Wall Mounted Light Fixture 2. Owners are to select all decorative light fixtures. Any other 'o I ti selections for fixture types, receptacle types, switch styles, etc., I Light Fixture are to submitted to owners for their approval. DATE:9/9/2020 I - Suspendes Decoratove Light Fixture 3. Details and specifications for panel boxes risers, circuiting, shall F REVISIONS:I I 0 Fluorescent Fixture be in accordance with the manufactures specifications. Single Pole Switch I 4. All outlets shown back-to-back in partitions shall be offset the $3 3 Way Switch minimum dimension required (without touching) to avoid CLG. Mounted "I Box For Fan/light back-to-back installation. I I ® Ceiling Mounted Exhaust Fan 5. Contractor shall submit manufacturer's literature including full LINEAR LED FIXTURE SYSTEM g product descriptions, illustrations, specification,line drawings, DIMABLE UNIT - -® Wall Mounted Exhaust Fan showing clearances and rough-in information for all appliances. 11 3 Oc Cable Outlet 8. All Cable Television and Cable Internet Service work shall be Au Audio 600rdinated by the general contractor with the owners and their Cable company. 4 Telephone Outlet 7. All electrical material shall bear the label of Underwriter's 3/4"WD CASEWORK PT @ Smoke Detector Laboratories, Inc. Electrical Panel DRAWN BY: JDeF � Disconnect Switch LOFT FLOOR POWER & SWITCHING SCALE: �wp Weather Duplex Outlet 4 LINEAR FIXTURE HOUSING SECTION 3 SHEET NUMBER Under Self/Cabinet Fixture E-1 .0 SCALE: 1 1/2" = V-0" E-1 .0 NOT TO SCALE Recessed LED Light Fixture E- 1 . 0 - _ = Custom Linear LED Light Fixture v M O n N O O Z ROOF= STACK VENTI STACK VENT FI 1 STACK VENT I STACK VENT I STACK VENT o I�— THRU ROO — THRU ROOF �— THRU ROOF IF— THRU ROOF �— THRU ROOF Q) Z 2"R , � 2„R � 2"R 1 2"R I 2"R ATTIC; 1 1 1 1 1 2"R - - '1 3"R d 2„R 1 �— o N/ 1 2"R STACK VENT �- 1 1 i 2"R Q o 1 3.,R 3"R ! - - - - 21R- - - 3.,R 1� 1 U 3 1 2,.R O SHOWER �— 1 1 - -1 - - - - - -1 - - - 1 1 - - 1= 2"R LL1 6E 1 1 1 1 1 1 1 1 1 1 _0 'o u 1 1 1 1 1 N >, N 1 SINK 1 1 1 1 1 ; 2"R 1 1 1 ~ 7 ° U-) 'r- 'o N c LDISH LAV 1 1 LAV 1 LAV 1 1 LAV 1 — o NWC SHOWERSHER 1 WC 1 1 SHOWERI BATH WC 1 FIRST FLOOR ! E C D` o u lm .01 CLEAN OUT _� 3 R WASHING 1 LAV 12 R � cn 2"R 3"R KITCHEN CLEAN OUT 2 R 2 RI/ MECHINE O Q —� CLEAN OUT GUEST BATH CLEAN OUTo` —� ol MASTER BATH 3" ROUND CLEAN OUT POWDER ROOI�LEAN OUT 2 R NEW SOIL LINE CLEAN out- BASEMENT LAUNDRY CLEAN OUT BASEMENT W NOTE: ALL WORK IS TO BE IN ACCORDANCE WITH THE 'THE INTER NATIONAL STANDARD PLUMBING CODE 20 ,AS MODIFIED BY UCC 1PLUMBING DRAINAGE DIAGRAM Q � C� E �-l NOT TO SCALE r ^ w v J � 0 � O z N ,,x6 PLUMBING NOTES (D0 1. PLUMBING CONTRACTOR SHALL REVIEW THE EXISTING CONDITIONS AND FIELD VERIFY ALL DIMENSIONS AND LOCATIONS O QN AGAINST THE DRAWINGS AND MAKE REVISIONS NECESSARY TO CONFORM WITH ACTUAL LOCATIONS AND CONDITIONS. _4 I.J.- VERIFY LOCATIONS OF UTILITIES BEFORE COMMENCEMENT OF WORK. CONTRACTOR SHALL REVIEW EXISTING SYSTEMS THROUGH-OUT, AND VERIFY THEIR OPERATING CONDITION. O (D 2. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT RULES REGULATIONS AND CODES OF NEW �''•1 YORK, SOUTHHOLD TOWNSHIP AND EAST MARION. NOTHING CONTAINED IN THESE DOCUMENTS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. PLUMBING CONTRACTOR IS TO PROVIDE ALL SIZING ENGINEERING AND r , •O Q RISER DIAGRAMS REQUIRED FOR TOWNSHIP PERMITS AND THE COMPLETION OF THE WORK. v r 3. ALL EXPOSED HOT WATER LINES ARE TO BE INSULATED AND AIR SEALED. V) 4. ALL MATERIALS,TECHNIQUES, AND EQUIPMENT SHALL MEET APPLICABLE STANDARDS AS PUBLISHED BY ANSI AND, NEMA, _, z UNDERWRITERS LABORATORIES. 4-J W G MTL CAP FLSHING PIPE MIN 2" DIM INSIDE SOLDER LAP SEAM INTER MTL BASE FLASHING SLEAVE SEALENT @ PIPE PENANTRATION COMPOSITE ROOF N VAPOR BARRIER O ROOF SHEATING c n- c, I i DATE:2"X10"WD ROOF JOISTS { ' { { { REVISIONS: EXPANDING FOAM INSUL/AIR SEALENT ` WD BRIDGING 4 2 ROOF VENT ROOF �-l 1" = 1'-0" DRAWN BY: JDeF SCALE: SHEET NUMBER P- 1 . 0