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Home My WebLink About48869-Z �o��oF souTyo`o Town of Southold * P.O. Box 1179 53095 Main Rd Ulm. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46588 Date: 10/17/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3040 Great Peconic Bay Blvd Laurel, NY 11948 See/Block/Lot: 128.-6-10 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/23/2022 Pursuant to which Building Permit No. 48869 and dated: 02/07/2023 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 an unfinished basement, covered front porch, covered rear .deck with a 2nd floor balcony above and an unfinished attic as applied for per ZBA #7642 dated 6/16/2022. The certificate is issued to: Kathleen Girandola, Lyle Girandola Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-2200 3/25/2024 ELECTRICAL CERTIFICATE: 48869 3/22/2024 PLUMBERS CERTIFICATION: Phil Swotkewicz 4/18/2 24 Aut oriz d S gn ure �gQfFOl�co TOWN OF SOUTHOLD BUILDING DEPARTMENT y _ TOWN CLERK'S OFFICE "oy,• SOUTHOLD, NY dal � Sao, ' 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#: 48869 Date: 2/7/2023 Permission is hereby granted to: Girandola, Kathleen PO BOX 623 Laurel, NY 11948 To: demolish existing dwelling and construct a single-family dwelling as applied for per SCHD, DEC NJ letter, Trustees & ZBA approvals. At premises located at: 3040 Great Peconic Bay Blvd, Laurel SCTM #473889 Sec/Block/Lot# 128.-6-10 Pursuant to application dated 11/23/2022 and approved by the Building Inspector. To expire on 8/8/2024. Fees: DEMOLITION $396.90 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,249.60 CO-NEW DWELLING $50.00 Total: $2,696.50 Buildi g Inspector y`FFQI TOWN OF SOUTHOLD ��o� moo aye BUILDING DEPARTMENT y TOWN CLERK'S OFFICE O ' SOUTHOLD, NY �pl �r 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#: 48866 Date: 2/7/2023 Permission is hereby granted to:. Girandola, Kathleen PO BOX 623 Laurel, NY 11948 To: temporary electric for construction At premises located at: �0 10 _ ell d� n 3040 Great Peconic Bay Blvd, Laurel p G� SCTM # 473889 Sec/Block/Lot# 128.-6-10 Pursuant to application dated 1/26/2023 and approved by the Building Inspector. To expire on 8/8/2024. Fees: ELECTRIC $85.00 Total: $85.00 B u i 619 Inspector so�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 COUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kathleen Girandola Address: 3040 Great Peconic Bay Blvd city:Laurel st: NY zip: 11948 Building Permit* 48869 Section: 128 Block: 6 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Johnson Electric License No: 58338ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 98 Ceiling Fixtures 20 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 12 Wall Fixtures 7 Smoke Detectors 5 Main Panel 200X2 A/C Condenser 2 Single Recpt Recessed Fixtures 96 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights 16' Dryer Recpt GaS Emergency Strobe Heat Detectors Disconnect Switches 55 4'LED Exit Fixtures [I Sump Pump Other Equipment: 20OA 54 Circuit Panel(2) 15A ARC(14) 20A ARC(1) 20A COMBO(8) 15A COMBO (3), Fridge, DW, Hood, Oven, W/D Notes: Two Story w/ Unfinished Basement Inspector Signature: Date: March 22, 2024 S. Devlin-Cert Electrical Compliance Form nxxw Town Hall Annex � Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 .P.O.Box 1179 � Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APR 1. 9 2024 Dater . Building Permit No: Owner: .(Please print) Plumber: N .l SLOCI� (Please print). I certify that the solder used in the water supply system contains less than 2/10 of 1% lead: (Plumbers Signature) Sworn to before.me this day of ---'=, 20 Z� .�- Fptegistraf'On EL HOLIVERPUBLIC,STATE OF NEWYORK No.010L6040065ajntY lified in 001111 got 2026eS Comssion Ex pires Notary Public; Covnly ,,i OF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST ( ] ROUGH 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 [ ] RENTAL REMARKS: on �U►�� 1 M u sf ofzo o f ��o�- 44tw J , b0fG gll on l DATE INSPECTOR SOUIh�� Vll �11 # TOWN OF SOUTHOLD BUILDING DEPT. coufm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1' 'l V�> JAIK* w& w c Aw ( k IVAa,., DATE �v O�'Zl INSPECTOR SOUly�lo # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH 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 [ ] RENTAL REMARKS: 6�1,la tna o DATE °C Y '3 INSPECTOR pF SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. courm�� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [01'NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0-104 4cgA -40M 1/7 S -Aooum. t4o�4�t —/-v ce4�,A Woz:� iSs vanVie, �Ag G G. DATE /0— 30- 2 ; INSPECTOR ho��OF SOGI 'so - # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm a 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH 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 [ ] RENTAL REMARKS: DATE 10 INSPECTOR '"'± �o�aOF SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [rULATIOWCAULKING FRAMING /STRAPPING [ AL Alb-. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION 1� [ PRE C/O [ ] RENTAL REMARKS: IJ cn � 1� o f�,. DATE INSPECTOR SObTyOlo 14 C.�V (� �l l� - FL�e—&A Ci # � TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ ] CODE VIOLATION rl RE C/O " [ ] RENTAL REMARKS: DATE 2 INSPECTOR �V/ a Lu r c MAR � � ?.0�,3 0 PI� ld ISi.1tit[ OFS�il�r2a>� 2/27/2023 KATHLEEN GIRANDOLA Service To: PO BOX 623 3040 PECONIC BAY BL LAUREL,NY„NY 11948 LAUREL,NY 11948 Customer Project#:900000166574 Dear KATHLEEN GIRANDOLA: This is to advise you that the PSEG LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate(NY 811)prior,to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and conf nation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli 't�'� V'e;�O- Building&Renovation Services PSEG LI CHAFZLES M. THOMAS R.A., PLLC 206 LINCOLN STREET RIVERHEAD, NY 1 1 901 (561 )702-35 1 9 0DTHOMAS63 @AOL.COM JANUARY 17, 2023 Building Department Town of Southold Re: Girandola Residence 3040 Peconic Bay Blvd, Laurel, NY SCTM No. 1000-128-06-10 ti lDear Sir/Madam: This letter shall serve to certify that the residence referenced above was designed for wind speeds of 130 mph. The previously submitted plans, dated 8/31/21, incorrectly stated that the residence was designed for a wind speed of 110 mph. The revised plans dated 1/17/23 contain the correct wind speed in the design criteria notes. Thank you for your attention to this matter: Please contact me with any questions you have. Very truly yours, r CH ,� A C HARLES M. TH O MAS R.A., PLLC 206 LINCOLN STREET RIVERHEAD, NY 1 1 901 (561 )702-351 9 CDTHOMAS63 U@AOL.COM JANUARY 25, 2023 Building Department Town of Southold Re: Girandola Residence 3040 Peconic Bay Blvd, Laurel, NY SCTM No. 1000-128-06-10 Dear Sir/Madam: This letter shall serve to confirm that the existing residence located at 3040 Peconic Bay Blvd in Laurel, New York is not connected to public National Grid Gas. Thank you for your attention to this matter. Please contact me with any questions you have. Very truly yours, r -a R _ A., 4 r HUNTER INSU-16ATION' 675 Elton Street, Riverhead, NY 11901 * (631)283-4120 Aprit 18,2024 APR 9 2024 RE: 3040 Peconic Bay Blvd. t_ To Whom It May Concern, This is the certify that the above referenced property was insulated with 8"R-30 open cell foam and spray applied No-Burn ignition barrier. ZSi �/ ene Welsh Over Five Decades of Quality and Service Bufld ng Envelope and Duct,Tightness Re part 2018 ACC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and ROMA Address of Test 3040 Peconic Bay Blvd;Laur.,el NY 11948: Test Date 2/20/2024 , Building Permit#: 48869 _ Compliance I'athWay Performance Test Completed by: . Christopher Silvia. RESNET.Rater'ID# 1 4150294 Home Energy Solutions APR 1 9 2024 NATE ID# 187 East Main Street ICC ID# Huntington,NY=11743 : BPI# 631.673-0664. i Stiildin Enveloiie Tlgutness Volume Calculation;: Check if- Floor Area volume Conditioned Basement Basement El Conditioned Crawl Space IS` 1537 15370 Fil sealedAttic 2"d 1665 15910 *The conditioned 6or area of dwelling is calculated in 3`a acc nce with ANSI 2765,except that.conditioned floor Attic 13976 rea in es areas where the ceifing height is.less than 5 Total Volume 45256 ft. CFM @50 pa 1547.Q Air changes/hr@5 a 2.05 Code Compliance: Pass. Duct Tightness: Post Construction Test otal Duct Leakage System-1: 1st Floor Duct Location Basement ----=-------=------------- Floor Area 1537 , Leakage CFM @.25pa 59.3. CFM/100 ftZ CFA,3.86 Code Compliance: Pass Systein4:`Within Condition Space Duct Location Conditioned Space . Floor Area.1665 Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: exempt System-3: . Duct Location Floor Area Leakage CFM @ 250a CFM/100 fO CFA Code Compliance: All building envelope tightness has been'verified'and'conducted in accordance with RESNEI-/ICC 380 ASTM.E779 or ASTM E1827,as required by 2018 IECC as aritendzd by the 2020 New.York State Supplement; section R402.4.1.2. The building duct and.plenum system has been verified as required by ti�e;2018,IECC as amended by 2020 New York State Supplement,Section R403.3.44. Date: 2/2012024 CI nstopiaer SiIi�a;Hom&�]Egergy,$9lufions.. . __ ..... _. ' �� } ` � Short �� -' ' � ~� �� ou4opecoo�Bay omu �.��N�Q ~~."��.~ Form - ' ` -^ ~ `' '' ` �� | ' � February 22,2024 By:; Gerson Rubio ENTIRE HOUSE �pA 1 4 20�� Home Energy�G��Uu�ons APR ' ` ~~` 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energyddiU�ionsCOM7," Project Information For 3O4OPoconic Bay Blvd, Laurel, NY11Q4O Design Information Htg Cig Infiltration Outside db(OF) 8 84 Method Blower door Ins idadb(^F) 70 75 Shielding/stories 3 (parba|)/2 Design TO ("F) 82 S Pressure/ACH/AVF 90Pe/2.0/091chn Daily range - K8 Inside humidity 40 50 Moisture difference(go0b) 37 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a K8oda| n/o Oond n/a AHR| nef n/a Coil ma AHR| mef ma Efficiency ' n/a Efficiency n/a Heating input Sensible cooling O Btuh Heating output O Btuh Latent cooling O Btuh Temperature rise U OF Total cooling D Btuh Actual air flow U chn Actual air flow U ohn Air flow factor O chn/Btuh Air flow factor O chn/8tuh Static pressure O in H2O Static pressure O in H2O Space thermostat n/a Load sensible heat ratio U ROOM NAME Area Htg load Clg load Htg AVF Cig AVF Other equip loads 7806 1133 Latent cooling 5401 Calculations approved byACCAto meet all requirements cf Manual J8thEd. Weiuv»�r »�x'*muo ° � ��:�� n��u"�wun�°�" xuz,z,uvv onousu� Page /��^ -=mma"volvdW4vp""""mBay Blvmm=Jno.mn o°m~mm House Front faces:NW Load Short Form Job: 3040 Peconic Bay<Blvd FI.-R n4 F N,C lk G Y Date: February 22,2024 E "f.1+ 14"'N A H U 1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:hom"nergysolutions.com Project • • For: 3040 Peconic Bay Blvd, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db(OF) 8 84 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD (OF) 62 9 Pressure/ACH/AVF 50 Pa/2.0/991 cfm Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 30 HEATING EQUIPMENT COOLING EQUIPMENT Make U.S. BOILER Make Trane Trade H2O COIL Trade TRANE Model ALP150B+ H2O-2-1524 at 140F Cond 4TTR3030N1 AHRI ref 5626345 Coil TEM4AOB31 M31++TDR AHRI ref 209946638 Efficiency 95 AFUE Efficiency 11.0 EER2,13.4 SEER2 Heating input 136000 Btuh Sensible cooling 19740 Btuh Heating output 33800 Btuh Latent cooling 8460 Btuh Temperature rise 31 OF Total cooling 28200 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.041 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H20 , Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF 0F) (Btuh) (Btuh) (cfm) (cfm) BATH 1 28 0 0 0 0 CLOSET 24 0 0 0 0 FOYER 139 1522 509 63 26 GUEST BATH 48 711 324 29 16 GUEST BEDROOM 186 3357 1859 138 94 GUEST CL 25 0 0 0 0 LAUNDRY ROOM 108 2866 1901 118 96 LIVING KITCHEN 964 15820 15280 652 769 PANTRY 28 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1wrigh sOW 2024-Feb-2214:16:23 Right-Suite®Universal 2023 23.0.05 RSU25299 Page 2 XCk_..conic Bay Blvd=40 Peconic Bay Blvd ManJSD.rup Calc=MJ8 House Front faces:NW AHU1 1548 24277 19872 1000 1000 Other equip loads 4115 2304 Equip. @ 1.00 RSM 22176 Latent cooling 3688 TOTALS I 1548 I 28392 I 25864 I 1000 1 1000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2024-Fetr2214.16:23 ��. ..• a e..,, Right-Suite®Universal 2023 23.0.05 RSU25299 Page 3 iC ...conic Bay Blvd\3040 Peconic Bay Blvd ManJSD.rup Calc=MJ8 House Front faces:NW Load Short Form Date: 3040 Peconic BayBlvd Date: February 22,2024 A H UZ By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673.0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 3040 Peconic Bay Blvd, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db(OF) 8 84 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD(OF) 62 9 Pressure/ACH/AVF 50 Pa/2.0/991 cfm Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 30 HEATING EQUIPMENT COOLING EQUIPMENT Make U.S. BOILER Make Trane Trade H2O COIL Trade TRANE Model ALP150B+ H2O-2-1224 at 140F Cond 4TTR3024H1 AHRI ref 5626345 Coil TEM4AOB31 M31++TDR AHRI ref 206935214 Efficiency 95 AFUE Efficiency 12.0 EER, 13.5 SEER Heating input 136000 Btuh Sensible cooling 16800 Btuh Heating output 28300 Btuh Latent cooling 7200 Btuh Temperature rise 32 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.033 cfm/Btuh Air flow factor 0.059 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BATH 2 85 1043 524 34 31 BEDROOM 1 244 3710 1872 122 110 BEDROOM 2 183 2634 1730 86 102 BEDROOM 3 183 3525 2169 116 128 MASTER BATH 158 1824 790 60 47 MASTER BEDROOM 369 6215 3961 204 234 STUDY 382 5458 2510 179 148 WIC 1 37 0 0 0 0 WIC 2 33 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F- awrightsoft- 2024-Feb-2214:16:23 Right-Suite®Universal 202323.0.05RSU25299 Page �+�._.conic Bay Blvd13040 Peconic Bay Blvd ManJSD.rup Calc=MJ8 House Front faces:NW AHU2 1675 24409 13555 800 800 Other equip loads 3691 2242 Equip. @ 1.00 RSM 15798 Latent cooling 4035 TOTALS I 1675 I 28100 I 19833 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft- 2024-Fetr2214:16:23 ^` . <..•, .�. .., Right-Suite®Universal 2023 23.0.05 RSU25299 Page 5 /�� ...conic Bay Blvd13040 Peconic Bay Blvd ManJSD.rup Calc=MJ8 House Frond faces:NW y 1 BASEMENT 8" 8" 8„ 8" 8" UNFINISHED CELLAR CO x m 4" 7" 26x8 7" 20x8 5" Mechanical Legend u Sheet Metal Supply Trunk �} —— ——— — Sheet Metal Return Trunk Flex Duct Supply Grille/Register Grille/Register Above PEZq 2HR I Wall Grille/Register Job#: 3040 Peconic Bay Blvd Home Energy Solutions Scale: 1 : 108 Performed by Gerson Rubio for: Page 1 187 E Main St RightSuite@ Universal 2023 3040 Peconic Bay Blvd Huntington,NY 11743 23.0.05 RSU25299 Laurel,NY 11948 Phone:631-673-0664 2024-Feb-2214:16:32 home-energysolutions.com gdlamay3@gmail.com ...3040 Peconic Bay Blvd ManJSD.rup N r 1ST FLOOR CED cm -® - - 154 cfm 154 cfm 154 cfm 154 cfm 154 cfm LIVING KITCHEN GUEST BATH PANTRY GUEST G 8 29 cfm 14x30 BATH 1 CLOSET_, GUEST BEDROOM cm 118 cfrn FOYER i 138 drn LAUNDRY ROOM ® , 63 cfrn Mechanical Legend R Sheet Metal Supply Trunk -- a Sheet Metal Return Trunk Flex Duct ® © Supply Grille/Register E Grilie/RegisterAbove g Wall GrillelRegister Job#: 3040 Peconic Bay Blvd Home Energy Solutions Scale: 1 : 108 Performed by Gerson Rubio for: Paget 187 E Main St RightSuite®Universal 2023 3040 Peconic Bay Blvd Huntington,NY 11743 23.0.05 RSU25299 Laurel,NY 11948 Phone.631-673-0664 2024-Feb-2214:16:34 home-energysolutions.com gdlamay3@gmail.com ...3040 Peconic Bay Blvd ManJSD.rup 2ND FLOOR 117 cfm 117 cfm 128 cfm 7 7 7, MASTER BEDROOM 9.1 BEDROOM 3 BATH 2 WIC 1 WIC 2 34 dTr 4" 10' 60 cfm 12 5" 9' MASTER BATF BEDROOM 1 BEDROOM 6" 102 cfm 7" 122 cfrn 8" eft STUDY 179 c Mechanical Legend n Sheet Metal Supply Trunk G'-_ Sheet Metal Return Trunk Flex Duct Supply Grille/Register o Grille[Register Above Wall Grille/Register Job#: 3040 Peconic Bay Blvd Home Energy Solutions Scale: 1 : 108 Performed by Gerson Rubio for: Page 3 187 E Main St RightSuite®Universal 2023 3040 Peconic Bay Blvd Huntington,NY 11743 23.0.05 RSU25299 Laurel,NY 11948 Phone:631-673-0664 2024-Feb-22 14:16:34 home-energysolutions.com gdlamay3@gmail.com 3040 Peconic Bay Blvd ManJSD.rup Manual S Compliance Report Job: 3040 Peconic Bay Blvd t ,�`.,3 G ��ti L tc G.�' Date: February 22,2024 l A H U 1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 3040 Peconic Bay Blvd, Laurel, NY 11948 Cooling Equipment Design Conditions Outdoor design DB: ' 84.0°F Sensible gain: 22176 Btuh Entering coil DB: 78.9°F Outdoor design WB: 71.2°F Latent gain: 3688 Btuh Entering coil WB: 64.4°F Indoor design DB: 75.0°F Total gain: 25864 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Trane Model: 4TTR3030N1+TEM4AOB31M31++TDR Actual airflow: 1000 cfm Sensible capacity: 19740 Btuh 89% of load Latent capacity: 8460 Btuh 229% of load Total capacity: 28200 Btuh 109%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 28392 Btuh Entering coil DB: 64.2°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: U.S. BOILER Model: ALP150B+ H2O-2-1524 at 140F Actual airflow: 1000 cfm Output capacity: 33800 Btuh 1191/16 of load Meets all requirements of ACCA Manual S. weightsctiftw 2024-Feb-22 14:16:23 .e—. - ...,....,I- — Right-Su Re®Universal 2023 23.0.05 RSU25299 Page 1 ...conic Bay Blvd13040 Peconic Bay Blvd ManJSD.rup Calc=MA House Front faces:NW Manual S Compliance Report Job: 3040 Peconic Bay B1Vd t l it-)M E t::� E R 6 Y Date: February 22,2024 �. , .: A H U2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,W 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysoluGons.com Project • • For: 3040 Peconic Bay Blvd, Laurel, NY 11948 Cooling Equipment, Design Conditions Outdoor design DB: 84.0°F Sensible gain: 15798 Btuh Entering coil DB: 77XF Outdoor design WB: 71.2°F Latent gain: 4035 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0°F Total gain: 19833 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Trane Model: 4TTR3024H1+TEM4AOB31M31++TDR Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 106%of load Latent capacity: 7200 Btuh 178%of load Total capacity: 24000 Btuh 121%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 28100 Btuh Entering coil DB: 65.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: U.S. BOILER Model: ALP150B+H2O-2-1224 at 140F Actual airflow: 800 cfm Output capacity: 28300 Btuh 101%of load Meets all requirements of ACCA Manual S. mist%tsO 2024-Febr22 14:16:23 �,. Right-Suite®Universal 2023 23.0.05 RSU25299 Page 2 ...conic Bay Blvd13040 Peconic Bay Blvd ManJSD.rup Cale=MJ8 House Front faces:NW 1� Duct System Summary Job: 3040 Peconic Bay Blvd Date: February 22,2024 A H U 1 By Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For. 3040 Peconic Bay Blvd, Laurel, NY 11948 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.247/0.113 in H2O 0.247/0.113 in H2O Lowest friction rate 0.103 in/100ft 0.103 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length (TEL) 350 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk FOYER h 1522 63 26 0.178 5.0 Ox 0 VIFx 18.8 120.0 st3 GUEST BATH h 711 29 16 0.144 4.0 Ox 0 VIFx 40.8 130.0 st3 GUEST BEDROOM h 3357 138 94 0.139 7.0 Ox 0 VIFx 32.0 145.0 st3 LAUNDRY ROOM h 2866 118 96 0.187 7.0 Ox 0 VIFx 7.3 125.0 st3 LIVING KITCHEN c 3056 130 154 0.107 8.0 Ox 0 VIFx 66.5 165.0 st3A LIVING KITCHEN-A c 3056 130 154 0.116 8.0 Ox 0 VIFx 58.3 155.0 st3A LIVING KITCHEN-B c 3056 130 154 0.103 8.0 Ox 0 VIFx 69.5 170.0 st3A LIVING KITCHEN-C c 3056 130 154 0.106 8.0 Ox 0 VIFx 63.5 170.0 st3A LIVING KITCHEN-D c 3056 130 154 0.107 8.0 Ox 0 VIFx 55.8 175.0 st3A Supply • Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3 Peak AVF 1000 1000 0.103 900 13.7 8 x 20 ShtMetl st3A Peak AVF 652 769 0.103 865 12.4 8 x 16 ShtMetl st3 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 1000 1000 110.0 0.103 343 13.5 30x 14 ShMt rrs1 uVeightsoft- 2024-Feb-2214:16:23 b. . . Right-Suite®Universal2023 23.0.05 RSU25299 Pagel A+GN _..conic Bay Bivd13040 Peconic Bay Blvd ManJSD.rup Calc=MJ8 House Front faces:NW Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type WIM) (cfm) FIR (fpm) (in) (in) Material Trunk rrs1 Peak AVF 1000 1000 0.103 600 16.0 10 x 24 ShtMetl rt1 rt1 Peak AVF 1000 1000 0.103 692 13.7 8 x 26 ShtMetl W6 ighYS.o °. 2024-Feb-22 14:16:23 �tir.� .,o,�...,..„ RightSu@e®Universal 2023 23.0.05 RSU25299 Page 2 Zat ...conic Bay Blvd13040 Peconic Bay Blvd ManJSD.rup Calc=MJB House Front faces:NW Duct System Summary Job: 3040 Peconic Bay Blvd ( 1-1`1�1 I_ E-N E r.(,� Date: February 22,2024 -` AHU2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 3040 Peconic Bay Blvd, Laurel, NY 11948 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.41 in H2O 0.41 in H2O Supply/return available pressure 0.302/0.108 in H2O 0.302/0.108 in H2O Lowest friction rate 0.145 in/100ft 0.145 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 283 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk BATH 2 h 1043 34 31 0.156 4.0 Ox 0 VIFx 18.8 175.0 st1 BEDROOM 1 h 3710 122 110 0.164 7.0 Ox 0 VIFx 29.0 155.0 st2 BEDROOM 2 c 1730 86 102 0.159 6.0 Ox 0 VIFx 24.5 165.0 st2 BEDROOM 3 c 2169 116 128 0.158 7.0 Ox 0 VIFx 30.5 160.0 st1 MASTER BATH h 1824 60 47 0.153 5.0 Ox 0 VIFx 17.5 180.0 st1 MASTER BEDROOM c 1980 102 117 0.145 7.0 Ox 0 VIFx 38.0 170.0 st1 MASTER BEDROOM-A c 1980 102 117 6.169 7.0 Ox 0 VIFx 28.5 150.0 st1 STUDY h 5458 179 148 0.174 8.0 Ox 0 VIFx 28.3 145.0 St2 Supply Trunk Detaill Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st1 Peak AVF 413 439 0.145 805 10.0 0 x 0 ShtMetl st2 Peak AVF 387 361 0.159 876 9.0 0 x 0 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 204 234 74.6 0.145 529 9.0 Ox 0 VIFx rb4 Ox 0 596 566 60.5 0.179 759 12.0 Ox 0 VIFx t w J9hitsoft, 2024-Feb-2214:16:23 Right Suite®Universa1202323.0.05 RSU25299 Page 3 ...conic Bay Blvd13040 Peconic Bay Blvd ManJSD.rup Calc=MJ8 House Front faces:NW 4. • �r f]� �L t y t r� � a a . 1 wry �,.•,,�\�. N� ofilk t� . 4 ' �,�', Y`_r •. ., "�� w ,t ( ar' 'y' I S ' "t° ' i '`� 1k N pq,y,��`' y.�`.:. 4,t y�z y�,� Zi ..,�F`�T-- .a ...� :'M✓' .t WSJ' i` t. �'^�' ,,� r r�,�,�`+ :iRiS'.Cr 1,,.. ` 'y'�?!1 �y�`94. r w:fi�?- 'r r � �� ?� ,� ` fit` aai'"f '�' v, •a �g��k '.A( -�(Ij's.-, � � •;��7y� "k a 'g .,. l v 3�. � .•'fir� ,. yyr - :o" /a �.. t /� � i�� i ti .• .<•r,;r,~ eel f ��^.. 3.'' ,�r�i'�ffr�Exx 4_�`' �17 r+•ki§ z / �r ,4 - � % � �a9F y, u /�� rF KtLr t h •/. ,�, � - 51:ir' f<�51 -r�1 X � � •.e 1 711`.P 1 � j 5 .• ytp�x1 r., .` v lszi Kfil �t t S I �M (4 �g �. �, v� !+ Ctr o '�_•Li NA:: t -.V •�� , t Va�� 1� 1 �*i r i �y�,�'h r_. �v. 0, 7 f r mail t t • ' • ' �'�illr,� • OMM E�!�� r1 � r - I RA n®Et� . lI Ti rig" _ 0 i i r / � _.- AiADDITIONAL COMMENTS- � - r • i:(► � t► _ 1 i r rRik MA ZpjdbTjk"LLr4#r4,W TOWN OF SOUTHOLD—BUILDING DEPARTMENT h Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownn gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only �n7� PERMIT NO. Building Inspector: Applications and forms must'be'filled"out lh their entirety.;Incomplete applications will,not be accepted; Where the Applicant is:nof the:owner,;an Owner's Authorization form(Page`2)sFiall be co,"mpleted.x .t Date:11/16/22 OWNER(S)cOF"PROPERTY. Name:Lyle and Kathleen Girandola SCTM# 1000- Project Address:3040 Peconic Bay Blvd, Laurel NY 11948 Phone#: Email:Iyle.girandola@gmail.com Mailing Address:PO Box 623 Laurel NY 11948 CONTACT.PERSON Name:Megan Carrick Mailing Address:PO Box 877 Jamesport NY 11947 Phone#^631" 804 3796 Email:Megan.cmtarchitecture@gmail.com-_ DESIGN'PROFESSION AL.'INFORMATION Name:Charles Thomas Mailing 11 Address:PO Box,8.77 Jamesport NY 11947 Phone#:51-6 7.02 351.9 Email:cdthomas63@aol.com CONTRACTOR J N FORMATION Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ODemolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes El No 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? OYes O No IF YES,PROVIDE A COPY. 13 Check Box After Reading: Thearw.e r, beftr/desippvfesswWbresamfteforal wWmtmmwaeer[uura.rvrowWbr 0vFW Z%0f 1 a Tait 0We..APPLK91Ti0N IS I tFBY MADEtotlse t3 Deprrhrietrt forthe Issu�toe afa Baatldhiipemdc paasuaMtothe lane osdlnanoe of ttae Team of sonMoiq,sufkodS;eoutr.IYewYorlsarid odaerappRahle tsars,ont>,taators or 1te�ilaBosn,;forthe oonstrstction of bulld<ttp, add J m k dtavdau eirfor tenarrr or denoldw o hereh dwallwL 7f 168PI 0 MO PPs tO cm*IV VAh aM> a W^aedhwwm ,&Akft aodG ho LI* code end neAdkas and to a*n k aftWzed[nspecoors on psent(ses and In bWWh*s)for neensery►hepecUasa.False staeeei+e+rts nsade hesek w+e p nVmble no Gass Ambkmmw psasuam to section n0.A5 of the New YWk stale POW law. Application Submitted By(print name): Megan Carrick ©Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OF m e being duly sworn,deposes and says that(s)he is the applicant (Name of'n ividual signing contract)above named, (5)he'is'the (Contract r Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized t perform or'have performed the said work and to make and file this application;that all statements contained in this 0pplcation are tare to the best of his/her knowledge and belief;and that the work will be performed In the manners fah:in the app i "on file therewith. Sworn,lore me this Vold 2:Pz"'?s Notary Public DAWN 0.THOMAS NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNERAUTHORIZATION N0.02TH4976373 QUALIFIED IN SUFFOLK COU (Where the applicant is not the owner) MY COMMISSION EXPIRES MAY 26 1, a, Q t do hereby authorize Megan Carrick to apply on;my behalf.to the Tow Southold Building Department for approval as described herein. nee ignature Date 0 �'( ��, 67raniolio- Print Owner's Name r i UFFs7lq c.� TOWN OF SOUTE]IOILD—BUILDING DEPARTMENT NT V, . . ,; Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971,0959., :may 1 Telephone (631) 765-1802 Fax (631) 765-95021 https://www.southoldtonmu.go U1,)ArPKUV ,., For Office Use Only Date Received �a-&-c?l ERMIT NO. Building Inspector: ® E C E � V E Applications and forms must be filled out in their entirety. Incomplete applications NOV 1 6 2021 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. BUILDING DEPT. APPLICATION FOR BUILDING PERMIT Date: 11/0212,1 TOWN OF SOUTHOLD OWNER(5)OF PROPERTY: Name: Lyle Kamem &%,(W)IAOLCO Tax Map#:SCTM#1000- 7_6 - 01D- i Q Physical Address: 3 OffD PeLmiC) ba-x� BLVD- LCIU.Y-�eA Phone#: Email: Ktk"e .CJira"6010'@Omc, l. co cn Mailing Address: Po BoA -U23 Loau-fl NY i wig CONTACT PERSON: Name: M a." COW6(;(l Mailing Address: Pu %1"1 oarn6pWr W WiLi--) Phone#: ko5)) g©tA---3'79(o Email: rY1CU��riG ��1 9>.V-WU- e dw? DESIGN PROFESSIONAL INFORMATION: Name: Cif uc 'Thomas Mailing Address: -p -&A 8-11 J rn�P l 1q9-1 Phone#: t 10 -102-- 619 Email: CdthOvvlc,,% 6 f� a0 0I'V1 CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION Clew Structure ❑Addition ❑Alteration ❑Repair RDemolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ❑No PROPERTY INFORMATION Existing use of property: SI Weak" Intended use of property: ng�� faknjdy Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants apd restrictions with respect to this property? OYes LTNo IF YES,PROVIDE A COPY. CF6eck Sox After Reading: The c==jmrtsattorjddp pvftmkxW h res asNeforal da*W wW storm water Issaas M ptomlded by Chgftn6afOeTownoad Apmm7mis►otwmm*tovw DmwbnentfortheFsmmm.ofa6Wkt Pm..)tpursowrttoth%Balfdfr zoo OAr�aeoe dtheToaa�dSaNsoirf,5rdie14 fit,Newl►ortuad atherapp6abk�,OinQrr�raa•R�tlem,,tartheeo d6rrldr�s, addRiora6 agora vfor removal a denoWan es hendrr dearibad.the appBarR aQees to oDrnptymdds al APPlcWe rows,or+disarors„bra=cW, hou*g cod%and nWda 1=and to admit mfflm red Urspectors on prenlws and In hn r4(s)fornmwmy kapecWm.False state.in, nra, I OF are PmbhAb=aC1wAmbdanesiarpasuantto3ectlon21a5oltheHewY0*ShftP nalLam. Application Submitted By(print name): Megan Carrick Authorized Agent ❑Owner Signature of Applicant: Date: 11116012.1 STATE OF NEW YORK) SS: COUNTY OF PG ay) 1 ,GIXYf - being duly sworn,deposes and says that(s)he is the applicant (Name&individual signing contract)above named, (S)he is the $ ` (Cozltract ;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/her knowledge and belief;and that the work will be performed In the manners4 forth in the application fife therewith. Swornbefore me this �dayof dVCVWt .20 . Notary Public Lisa Rheaume Notary Public,State of New York No.OIRH6386151 OWNER AUTHORIZATION Certified Suffolk County PROPERTY 23 Commission Expires:O1j22120— ,(Where the applicant is notthe owner) do hereby authorize Megan Carrick to apply on.my behalf to the Tow Southold Building Department for approval as described herein. nets ignature Date. I, QD4 CA IZ�12 9, 67 rank le-- printnt Owner's Name ;i y FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL Date: December 6, 2021 Amended& Renewed: January 31, 2022 TO: Charles Thomas (Girandola) PO Box 877 Jamesport,NY 11947 Please take notice that your application dated November 2, 2021: For permit to: Demolish an existing single family dwelling and construct a new single family dwelling and to construct additions & alterations on an existing accessory garage at: Location of property: 3040 Peconic Bay Blvd. Laurel,NY County Tax Map No. 1000—Section 128 Block 6 Lot 10 Is returned herewith and disapproved on the following grounds: The proposed new dwelling, on this nonconforming 26,710 sq. ft..parcel in the Residential R-40, is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring between 20,000-39,999 square feet in total size require a minimum side yard setback of 15 feet with a combined side yard setback of 35 feet. The construction of the proposed dwelling as shown on the survey indicates a minimum side yard setback of 10.5 feet,with a combined side yard setback of 22.9 feet. Additionally,the accessory construction is not permitted pursuant to Article III Section 280-15, which states: "Accessory buildings and structures or other accessory uses shall be located in the required rear yard. In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front yard principal setback requirements as set forth by this Code and the side Yard setback requirements for accessory buildings". On lots measuring between 20,000-39,999 square feet in total size,the required minimum side yard set back for an accessory structure is 10 feet. The site plan shows the existing accessory structure to be located 3.3 feet from the side .property line. This disapproval has been amended to include the accessory garage construction, which was not part of the o ginal disa val application. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. \ CC: file, Z.B.A. 0 Southold Town Hall BOARD MEMBERS z� 8 053095 Main Road P.O. Box 1179 Leslie Kanes Weisman,Chairpersons ,�� Southold,NY 11971-0959 Patricia Acampora ?3 i'', `' r ` ' Office Location: To Eric Danteswn Annex/First Floor, Robert Lehnert,Jr. �� 1 .`� 54375 Main Road(at Youngs Avenue) �'._y. � Southold,NY 11971 Nicholas Planamentoi� ','�� http://so utholdtownny.gov ZONING BOARD OF APPEALS i 'ECENED 'OWN OF SOUICIH[OILl[D Tel.(6311)765-1809 o Fax (631) 765-90641 JUi4 2 3 2'fl FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF TUNE 16, 2,022 Southold Town Clerk ZBA FILE: 47642 NAME OF APPLICANT: Lyle and Kathleen Girand®la SCTM# 1000-128-6-10 PROPERTY LOCATION: 3040 Peconic Bay Boulevard, Laurel, NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under- consideration in this application and detennines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated February 15, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated May 26, 2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. The LWRP's determination is based on the fact that the LWRP is trying to foster a pattern of development that enhances community character and that the proposed dwelling will be impacted by hurricanes. The new structures will be more LWRP compliant than the existing structure because the new structure will be built at a further setback from Great Peconic Bay, have increased side yard setbacks than existing structure,t will be built to conform with FEMA compliance and will meet the building code that could withstand impacts from hurricanes. The proposed variance relief is for setbacks are similar to other dwellings in the neighborhood. The proposed request for variance relief is; therefore, CONSISTENT With the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 26,710 square foot water front parcel located in the R-40 Zoning District. The parcel has 72.97 feet of bulkhead frontage along Great Peconic Bay. The parcel runs 75.00 feet along Peconic Bay Bouleva ) runs 473.91 feet on the and one-half story frame house, aeframest egarage,and 2and.66 ftwo wood eet on the East side. The parcel is improved with a One bulkheads. All is shown on a survey by Young and Young L.L.S. dated Mar 5,2021 and last updated December 28, 2021. the BASIS OF APPLICATION: Request for V a of Disapproval iances otbased oions n an application trforr agperm t tord December demolish an 6, 2021, Amended January 31, 2022 No t a new single family dwelling and construct additions and alterations to existing single family dwelling and construc ti Page 2,June 16, 2022 #7642, Girandola SCTM No. 1000-128-6-10 an existing accessory garage, at; 1) dwelling located less than code required minimum side yard setback of 15 feet; 2) dwelling located less than the minimum combined side yard setback of 35 feet; 3) accessory garage located less than the code required minimum side yard setback of 10 feet; located at 3040 Peconic Bay Boulevard, (Adj.to Great Peconic Bay) Laurel,NY. SCTM 9 1000-128-6-10. RELIEF REQUESTED: The applicant requests variances to build a new single-family dwelling with a single side yard setback of 10 and a combined side yard setback of 22.9 feet where town code requires a minimum side .5_feetyard setback of 15 feet and a minimum combined side yard"setFack of 35 feet. The applicant further requests a variance to change the roof line on an existing accessory garage that is located 3.3 feet from the side lot line where Town Code requires accessory structures to be located a minimum of 10 feet from the lot line. ADDITIONAL INFORMATION: The Zoning Board of Appeals has granted other variances for non-conforming side yard setbacks in this neighborhood. The applicant indicated two prior variances to compare as follows: o 47261 William Froehlich, 6130 Peconic Bay Boulevard, Laurel, for a side yard setback of 2 feet o #7550 Mary Hoeltzel, 6190 Great Peconic Bay Blvd, Laurel, for a side yard setback of 5.5 feet FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 2,2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is an older neighborhood developed prior to zoning that consists of single-.family waterfront homes on long narrow lots. The proposed new dwelling has similar setbacks to the dwelling which is being demolished. The proposed non-conforming setbacks are in line with the character of the neighborhood. The variance request for the garage is to make changes to the roof line to match the architectural style of the proposed house. The existing side yard setback will not change. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The code conforming building envelope only permits a 19.9- foot-wide house, which e is not practical and does not conform to the existing character of the neighborhood. The variance relief sought for the garage cannot be achieved without the benefit of an area variance because the garage location is existing and the cement garage cannot be moved without demolition. 3. Town Law$267-b(3)(b)(3). The variances granted herein for side yard setback of the dwelling is mathematically substantial, representing 30% relief from the code. The variance granted herein for the combined side yard setback is mathematically substantial representing 35% relief from the code. The variance granted herein for the garage's side yard setback is substantial representing 67% relief from the code. However,the proposed non-conforming side yard setback and combined side yard setback of the new dwelling is less nonconforming than the existing dwelling and the new dwelling will be built at a greater distance from Great Peconic Bay. The side yard setback of the garage is existing and the applicant is only proposing changes to the roof line. 4 . No evidence has been submitted to suggest that a variance in this residential 4. Town Law U67-b(3)(b)( community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. Page 3,June 16,2022 #7642, Girandola SCTM No. 1000-128-6-10 5 Town Law §267-b(3)(b)(5). 'The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the Iimitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6 Town Law $267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling and renovated garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Weisman (Chairperson), and duly carried, to GRANT the variances as applied for, and shown survey prepared by Howard W. Young, L.L.S., last revised May 5, 2021; and the Architectural Plans prepared by Charles M. Thomas, Architect, labeled A-001-004 and dated November 4,2021. SUBJECT TO THE FOLLOWING CONDITIONS:. 1. The subject accessory frame garage shall remain non-habitable space and the attic space storage area shall be unfinished with open stud walls and rafters. 2. Subject to Suffolk County Board of Health Services approval for the installation an Innovative Advanced (I/A) sanitary system. 7'lais approval shall not be deemed effective until the required cebove conditions may render this decision null and the Board of Appeals,f ailure to comply with void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issuer. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. ation from the survey,possible plan and/or architectural drawings cited in this decision will result in delays Any devi and/or possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or filttitre use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL ]Pursuant to Chapter 280-146($) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been ]procured, and/or a subdivision snap has not bll�hwith aah-d®$uAppeafls may, upon Clerk, written three (3) years from the date such variance was granted. 7 Page 4,June 16,2022 #7642, Girandola SCTM No. 1000-128-6-10 request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (Jl) year terms. ET IS THE PROPERTY OWNER'S R]ESIP®NSIBI LITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. ]Failure to comply in a. timely manner may result in the denial by the Building Department of a Certificate of®ccunpancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Planamento, Acampora, and Lehnert. This Resolution was duly adopted (5-0) ,r LieKanes Weisman, Chairperson Approved for filing 17/2022 �f�869 Tus�e�es ��2ued h aus�- -ocr-fl er aw �Y -P*M W&I-I a-nC� d6e-s o� rinPaG�- !J - A. . `_ + � n"t?fl.•, w4 .`"(!,f �oY.. _`. �r fi•i• ,r .�.�Y`qi c .+ "�..'n/, jj; � �„e��.:.,�� „y� ^'.;:{W�''`''•� �a' _ ;•:mil a � ..L• ..G--9� «4� r y��.,�', .M. �•�'` �' ,� :/"�,. off;_.• e �^� �D _{'- nf�.� o -,• '..4. d _ .1� 1` -...4y"~ ,1�,�' �f• - 1 � F .Y"L.7`r4"nT�°'ti^.2N'9dt�`.�`.F��&'ei.Site,.Aar!"�tS'L".[S..'�'`1.'WN2'XhTMr ' •R.;�.'.2',�:Z?Gkr..'3G±�`'Q`�'r3G2.Zia�:2:�1'.�-.•'^S^*Snrdt3L°ti!:74a'A?A34YiDlYRtt7Srd::rxa••n^•,,s••r,doaSxZvrl42 - .� � . Alm BOARD OF SOUTHOLD TOWN TRUSTEES . SOUTHOLD,NEW YORK >> :tin br' a' PERMIT NO. 10198 DATE: AUGUST 17,2022 r ISSUED TO: ]KATHLEEN&LYLE GIRANDOLA PROPERTY ADDRESS: 3040 GREAT PECONIC BAY BLVD.,LAUREL SCTM#1000-128-6-10 • • •,g, AUTHORIZATION ' Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 1 accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 17,2022 and in consideration of application fee in the sum of$250.00 paid by Kathleen&Lyle Girandola and subject to the t � Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: � Wetland Permit to demolish and remove existing 1-1l2 story dwelling,remove a portion of existing driveway,and abandon existing sanitary system; construct a new two-story dwelling with a 1,577sq.ft. footprint,a 144sq.ft.front porch,a 344sq.ft.covered rear patio,and a 40sq.ft rear balcony; renovate ` existing 442sq.ft garage; remove a portion of existing driveway for a 3,240sq.ft.driveway;abandon or J g_ t,t� remove existing cesspool and install a new IA/OWTS system consisting of one(1)600 gallon treatment ! unit and two(2)sanitary leaching pools; install underground electric service and public water service; install gutter to leaders to drywells to contain roof and driveway runoff; and as depicted on the survey prepared by Young&Young,last dated on August 16,2022,and stamped approved on August 17,2022. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these r- �1 presents to be subscribed by a majority of the said Board as of the day and year first above written. g13FF01Ir !/ - Jo • i ,J:� '� 58:5'ilC+`d+1�STYi.�nSa �'�T3.1�,.'M,..a" •. .T7: So... _ SfiY.5Xr52'RY•i' %:fYB'.Y.v: t 'Y[GNlu11,F3tLA :[u,'Z' R2SSffi4Nl�iS)�CsSo, .:a.9Y7. ~ " � :�' - r.F,i _'l��(i � ��.J'. � �� . "w � :.. .�J' � .,'fir-' .✓ ,*• a• _ :� tag ! : • - �"� - -�� ° ��•�— .:i� a/ 1;;9 �, :.,:t a �r•.1, •� ...y,•..�., °•.fi Glenn Goldsmith,President ��q s® �® Town Hall Annex A.Nicholas Krupski,Vice President ® 54375 Route 25 P.O.Box 1179 Eric Sepenoski g Southold,New York 11971 Liz QXo Telephone(631) 765-1892 �li*et p; s ® • ,� Fax(631) 765-6641 MUM 1 0 2025 BOARD OF TOWN TRUSTEES L�• "„^iirf? trn rat TOWN OF SOUTHOLD ;1 CERTIFICATE OF COMPLIANCE #2130 C Date:_Mgy 29, 2024 THIS CERTIFIES that the demolition and removal of an existing 1-1/2 story dwelling,removal of aportion of existing driveway and abandonment of existings anitary system; construction of a new two-story dwelling with a 1,577 sq.ft.footprint a 144 sq.ft.front porch a 344 sq.ft.covered rear patio, and a 40sq ft rear balcony• renovation of existing 442 sq.ft.garage;removal of a portion of existing driveway for or a 3,240sq ft driveway' abandonment or removal of existing cesspool and installation of a new IA/OWTS system consisting of one 1 600 gallon treatment unit and two 2 sanitary leachin pools-, installation of underground electric service and public water service,• installation of gutter to leaders to dn�wells to contain roof and driveway runoff. At 3040 Great Peconic Bay Boulevard,Laurel Suffolk County Tax Map#1000-128-6-10 Conforms to the application for a Trustees Permit heretofore filed in this office Dated November 23,2021 pursuant to which Trustees Wetland Permit 910198 Dated August 17,2022,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition and removal of an existing 1-1/2 storyy dwelling removal of a portion of existing driveway,and abandonment of existing sanitary system; construction of a new two-story dwelling with a 1,577 sq.ft. footprint a 144 sq.ft.front porch,a 344 sq.ft. covered rear patio and a 40sq ft rear balcony, renovation of existing 442 sq.ft. garage,• removal of a portion of existing driveway for a 3 240sq ft driveway, abandonment or removal of existing cesspool and installation of a new IA/OWTS system consisting of one(1)600 gallon treatment unit and two(2) sanitary leaching pools,• installation of underground electric service and public water service,• installation of gutter to leaders to drywells to contain roof and driveway runoff._ The certificate is issued to KAVALEEN&L E GIRANDO A owners of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY C Stony Brook,50 Circle Road,Stony Brook,NY 11790 P.(631)444-03651 F:(631)444-0360 www_dec.ny.gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT February 17, 2022 Lyle and Kathleen Girandola PO Box 623 Laurel, NY 11948 Re: Application.#1-4738-04844/00001 Girandola Property--3040 Peconic Bay Boulevard SCTM# 1000-128-6-10 Dear Applicants: Based on the information you submitted, the Department of Environmental Conservation has determined that the portion of the property located landward of the 10' contour, as shown on the survey prepared by Thomas C. Wolpert(Licensed Professional Engineer)and Howard W. Young (Licensed Land Surveyor), last revised 01131/2022, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that contour. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Laura F. Star Permit Administrator cc: Thomas C. Wolpert, Young & Young BMHP NEwYORK mpartmentof File sU Environmental Conservation BUILDING DEPARTMENT- Electrica ctoLD r O5SufFQ[�i'�OG}`?: TOWN OF SOUTHOLD BAN 2 6 2023 Town Hall Annex - 54375 Main Road - PO B � 9GDEPT. Southold, New York 11971-0959 SOUTHOLD O� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aD_southoldtownny gov seand(p�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: J2.6/Z -5 Company Name: Z eaft Electrician's Name: 306p,-, , 3Ans,^ License No.: 1Hci, Elec. email: )ZMA�PnZka 1rkc.,l c,, :nC4, core% Elec. Phone No:,S1b-322- -66 1 I request an email copy of Certificate of Compliance Elec. Address.: -2T ��i n �� La C.14W-1-1-A A y 1 t O 3 3 JOB SITE INFORMATION (All Information Required) Name: C ke- 6 j r r n c' Ic. Address: 3��n Gc-�i P� ►ic_ ¢ 1�� L�• .l AJy 11 cl I li:' Cross Street: (.c-j,-e-t Phone No.: Bldg.Permit #. email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Tcm n !Cie c� �t' Ca�S\rvTc�1� r Square Footage: Circle All That Apply: Is job ready for inspection?: ® YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On Izc, Temp Information: (All information required) Service Size®1 Ph❑3 Ph Size: `°'J A # Meters I Old Meter# ®New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground X❑Overhead # Underground Laterals 1 2 H Frame )C Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 1 � �,q�' e-C T Apr. -----------------==.ems. .—a_.9-ir—A&ii:AMii z. 0,4fi:ot,(�oG y� BUILDING DEPARTMENT.-Electrical Inspector H TOWN OF SOUTHOLD oy �_V Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 24 � Telephone (631) 765-1802 Temporary Certificate # Date 2023 Customer Name c', Electrician Name ec r-cj ©. Address pe c .-1?-,1,4 e,I Phone 4 e-mail a-mail 2 � � (ovv\ Phone License M e4_ 57$338 Size LOCR A Phase 1 Overhead_>Underground #of Meters Remarks #of Underground Laterals _1P 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service 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 r the date a ve. Authorized by ,;Mfl`CJC -� BUILDING DEPARTMENT- Electrical Inspector h TOWN OF SOUTHOLD = Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ' rogerr(c-southoldtownny.gov- seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information,Required) Date: Company Name:IYA�m elf i , Electrician's Name: ZM Z&kAS btl License No.: Elec. email: Elec. Phone No: me 5 3 ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: j Address: Btoqtl f. k- ZlVd Cross Street: Phone No.: Bldg.Permit#: 42 M email: Tax Map District:—1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ..� Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO -]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 R2 R H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION a�� T^ ELECTRICAL DEVICE COUNT OWNER: ADDRESS: 3 Y D ZB#: LIGHTS: 94 HM ic).ueS 13 IrzSS SWITCHES: S POOLS: OUTLETS: FLORESCENT LIGHTS: POOL LIGHT: SMOKE DETECTORS:_ S SWITCHES: bq L 1�r C.O. DETECTORS: PUMP: AR G.F.C.I.'S 1'2 OUTLETS: CEILING FANS: G.F.C.I.: 1 b c ��C) EXHAUSTFANS: 6- TIMER: 2 Lip DIMMERS: 29 BREAKERS: FAN SPEED CONTROL: SUB-PANEL: WASHER: BONDING: SMOKE/CO COMBO: 3 DRYER: SOLAR: AC UNIT: 2 Xtt '3 �,,�/° PANELS INSTALLED: DISHWASHER:_ 1 — 26 �" P INVERTERS: OUTSIDE LIGHTS: AC DISCONNECT: ARC FAULT BREAKERS: ✓H— PS`d DC DISCONNECT: A_/GFCI BREAKERS: '�<—'2_0 of BREAKERS: PANEL: 51 AMPS: QbC> BREAKERS: ROOF MOUNTED: PLEASE PRINT: ELECTRICIANS NAME: ADDRESS: FAX#: E-MAIL: �;z—fcuo,�5 8:53 . 9O, • 2 Messages C 3040 Peconic Ba... o� Subject: 304E-Pecon ic-Bay-Blvd, Girandola To: Megan Carrick <megan.cmtarchitecture@gmail.com Hello, I was going through some of our 0 ' older files and found BP 488691 �' ; �� O CT 1 5 2025 3040 Peconic Bay Blvd in Laurel, ;��.. ,-,,sit owners name is Girandola. There are ,� c.t s . . only 2 items we need in order to process the CO — a picture of the handrails on the back stairs and a picture of the COJsmoke detector in the basement. I don't know who the contractor was so I thought 1 would reach out to you. Thank you, 8E/j- I (,)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF TH:NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EKISTING STRUCTURES ARE FOR A SPECI IC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY TAP NOT BEARING T•E LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE VA ID U A L TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIT F COMPANY,GOVERNMENTAL AGENCY AND LENCING INSTITUTION LISTED HEREON,AND TO THE ASSN;NEES OF TH LENDING INSTITUTION CI:RTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. LOT COVERAGE // // \\ \` LEGEND 400 Ostrander Avenue, Riverhead, New York IIaOI to 1. 651.727.2505 admin® oun fox. n e651.72T.0144 om EXISTING / , CE =CELLAR ENTRANCE �, y g g g FRAME HOUSE = 1,147 SQ.FT. =4.3% FRAME GARAGE =442 SQ.FT. =1.7% / / \ CMF =CONCRETE MONUMENT FOUND `� s \ CMS =CONCRETE MONUMENT SET PORCH =199 SQ.FT. =0.7% / / \ \ GMF =GRANITE MONUMENT FOUND / +17.17 / \ EOP =EDGE OF PAVEMENT Ho , / \ � ward W. Young, Land Surveyor TOTAL= 1,788 SQ.FT. = 6.7/0 \ MMF =MARBLE MONUMENT FOUND Thomas C. Nolpert, Professional Engineer PROPOSED \ OL =ON PROPERTY LINE Douglas E. Adams, Professional Engineer FRAME HOUSE = 1,577 SQ.FT. = 5.9% �LQ 16.75 / ` \ RO =ROOF OVER FRONT PORCH PORCH =144 SQ.FT. =0.5% / �G / > Robert G. Tast, Architect = COVERED PATIO =344 SQ.FT. =1.3% / `� / WSF WOOD STAKE FOUND\\ WSS =WOOD STAKE SET Robert 5tromskl, Architect FRAME GARAGE =442 SQ.FT. = 1.7% / /,J 17 D8 \ s =END OF DIRECTION/DISTANCE & ` \ �QT =UTILITY POLE TOTAL= 2,507 SQ.FT. =9.4% ,/ Jv �� ^h \ +14.38 = SPOT ELEVATIONS HEALTH DEPARTMENT USE 1s.48 -0 + 16.0 \ ` �1rb \\ JFFG t Cwv sTY 015.88 =PA RTMIEff CE HEALTH SERVICE SGO fERI`41T Fo.,i Am-, -on.`:AL 0.7 Go4sT-R!cT6oi1 FOR A GMF o. o \ SINCLEFA;m`,LYRE4iJ'EtNs 7:PND fi� 2• / `y WMR ^ O p \ �+r� LPL >; _\, �• / m �.v O \ £ •t !�' rpMf'S J •,.,..D ....,..,..�....t_........._..�� 1,.i' �'�5 T'� (,,.,r g�yypp^^ � '�1 ,..,--- n 3I��B° h f�• T� pp�� ;, 1 {� {`� TaTrI.�.1f� Ic<1 , , �:.,\� e� Q✓' E Oli ' '1%L ':`PPR r,`:... Ua°JW:�`OR:`a► u 1�� 3• ^N ^, n�An O fit. J'1r�� • c EAR EXPIRES THREE YEAR'S FF?O€':.DATE Or-APPROVALo \ \ /S o \ m rn \ \ / TO x 3. p�� #t T tr sys"'r-e2 must `0 in � �, �o LAbnIndonnicnt_o#.'° i�qn;,.,�.*� 4 r m R x�n� ,T, -tt ,Tbtt ENGINEERS CERTIFICATION m 10 formanc cc�'i'd d1111 d,.(.:,-.�.u: .a.1. Zb�G�i:A.�1�+laa....ii,l7A 'x' olUt -L)roof ` "I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL � SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY m 'o DIRECTION.BASED UPON A CAREFUL AND THOROUGH S;7�- A7 ESOIL, ;,) / A o� o \ \ SITE AND GROUNDWATER CONDITIONS,ALL FACILI - QP CONFORM TO THE SUFFOLK COUNTY DEPARTMENT -t; ,�. E QE CONSTRUCTION STANDARDS IN EFFECT AS OFE 0 0 o wfj a z f \ \ HOWARD W.YOUNG,N.Y.S.L.S.NO.45893nT:- o� P Ln o \ THOMAS C.WOLPERI',N.Y.S.P.E.N0. 83 614 IS � 0 -s \ �j GMF u m ppSE� f, of 39 0 \ DOUGLAS E. ADAMS,N.Y.S.P.E.NO,80897 o PR0 TAR s g IL o� o G A vZGES 6 u �+.� o ° 5ER CI.. n. CERT IFICATION 1 LON \ ` SURVEYOR'S CERTI p \ 199 N o N 7� --- . \\ b o L31 \ 33 M� IE=13.2 �n� * 9- 0GFL`9 PRP�E fi \ GWE HEREBY CERTIFY TO LY L E G I RA N D O o m G N T 1 RAN D O LA THAT THIS SURVEY WAS PREP 'RED N ACCOR NC£, TH USA Ir :� � d Mt , r N1tn�Llri � R _ ^ P o 1 s 3 \ THE CODE OF PRACTICE FOR LAND SURVEYS ADO 3 ED Y THE NEW YORK 8 o C, "' 00 28'of 4"PVC@ 2.00% \ STATE ASSOCIATION OF PROFESSIONAL LAND/SUI2VE�pRS�; Sul olk Cciun,`� D p#. Of Hea!,hl ervE�z , \ A'`li �'N �� Hour-, 1�� CfVP!"1 m �m ` 1 � �% 5 VENT \i CONTROL d/t.dt- f..) C) (JU.� 1t�W�DC•.tf�±'!(E u, \Is PANEL \ �! ' ' ' � ! Q' 33'of 4"PVC@ 2.00% CMF \ G) min HOWARD W.YOUNG,N.Y.S.L.S.N0.45893 a err �L 51 TE DATA r on,lq-d-nulrl PROPOSED DRIVEWAY Comm �P min \' ...= AREA = 26,110 50. FT.,E 00 3' `` DATUM = NGVD Ig68 \ PROPOSED SANITARY SYSTEM P o' \ SURVEY FOR Flo' ,11 PROPOSED LOCATION 2 STORY• s ( , (5 BEDROOM)ME HOUSE LYLE GIRAND�LA HIGHEST EXPECTED GROUND WATER ELEVATION = I.O PORTION OF DRIVEWAY s, _� ° TO BE REMOVED zo' s FFEL=17.50 kATI�LEEN GIRAND4LA 4 • NUMBER OF BEDROOMS (DESIGN EQUIVALENT) = 5 � o vsPROPOSED Q PIER LINE e MINIMUM REQUIRED I/A ONTS CAPACITY = 550 GAL s \ FRONT PORCH 5' N (HOUSE TO HOUSE) ` 10 TEST HOLE at Laurel Town of Southold M PROVIDED I/A ON75 CAPACITY = 600 GAL 6 320' N 1 PROP\ i OSED BY McDonald Geoservices Suf folkCounty New York LEACHING SYSTEM REQUIRED = 400 5FSNA LO i' COVERED PATIO DATE: m n APPROX.LOC.OF EXISTING P * LEACHING SYSTEM PROVIDED = 400 SFSWA \ SANITARY SYSTEM TO BE CMF EL=15.8 0.0' BUILDING PERMIT SURVEY ` ABANDONED IN ACCORDANCE 14.89 DARK BROWN h \ WITH SCDHS STANDARDS \ ` LOAM (OL) a �� County ounty Tax Mop District 1000 Section 128 Block O6 Lot 1� \ LINE OF SECOND STORY I �� ) BROWN CLAYEY FIELD SURVEY COMPLETED 2021 a. PROPOSED �) �'^ 2, r SAND D MAP PREPARED MAR.05,2021 NOTES \ BALCONY i� 3.0 Record of Revisions I. THE OWTS SHALL BE MODEL 51NGULAIR 2.0 7NT-500 MANUFACTURED BY NORWEGO. ` Y7- SHALLREVISION DATE 2. THE- DESIGN ENGINEER, NORNECO REPRESENTATIVE, AND 5GDH5 REPRESENTATIVES F/ 1v1. PALE BROWN BLDG PERMIT DATA MAY 05 2021 OBSERVE THE INSTALLATION OF THE OWT5 AND LEACHING SYSTEM. \ s\�o �2`� Q7 FINE SAND LOT COVERAGE DEC 28 2021 APPROVAL FROM ALL THREE PRIOR TO BACKFILL. \ Z' ��" r _�V/ (SP) CONTOURS JAN.31 2022 LINE OF 1 112 CMF `o� BLDG PERMIT DATA AUG 16,2022 5. THE 5Y5TEM START UP WILL BE COMPLETED UNDER THE DIRECT 5UPERVI5ION OF A \ STORY FRAME 14.38 �,L\�0 ,� SCDHS NOIA#i SEP.09,2022 HOUSE TO BE O GW EL=0.3 15.5' FUJIGLEAN USA REPRESENTATIVE. \ / r y,h� DEMOLISHED / \ oQ C f WATER IN PALE w 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE \ BROWN FINE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE 5U5MITTED TO THE � Q SAND m SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (5GDH5) PRIOR TO APPROVAL /` (sP) 40 0 20 40 80 120 OF THE VA OWTS REGISTRATION BY THE 5GDH5 IN ACCORDANCE WITH ARTICLE Iq OF 17.0' a THE SUFFOLK COUNTY SANITARY CODE. \ [L HIGHEST EXPECTED Scale: P = 40' 5. ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(5). �/ GROUND WATER EL=1.0 JOB NO. 2021-0041 `� DWG. 2021_0041_bp 1 OF 2 i (I)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF TIE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMS71NG STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 4 CERTIECATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 71TI_E COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTD HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(S77 h CESSPOOLS(CP)SHOWN HEREON ARE FROM RELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. l JV 400 Ostrander Avenue, Riverhead, New York I1c101 ` tel. 631.727.2303 fax. 631.727.0144 admineyoungengineering.com SWEET AIR VENT GAP MFG BY TUF-TOTE (3' MIN FROM ANY DOOR OR WINDOW) yomtq 2 STORY PRECAST r4 FRAME HOUSE 33' 2" TO 3" PVC 41I PVG ® 8 TOP SLAB (5 BEDROOMS) 2 00%MIN VENT LINE 1.00% MIN. 4 PVG N Howard W. Young, Land Surveyor FEEL=17.5 z LOCKING 1.0096 MIN. Thomas C. Woipert, Professional Engineer CASTINGS TO SAMPLING LOCKING g g GRADE CASTING TO Douglas E. Adams, Professional Engineer PORT GRADE METER Robert C. Tast, Architect EL=16.3 RIM=16.0 RIM=16.0 EL=16.0 Robert 5tromski, Architect ..... INCOMING SERVICE GONG. COVER DEDICATED --- GONGRETE 20 AMP COLLAR BREAKER HEALTH DEPARTMENT USE IE=13.3 + FLow um11Fd-gNRu4 Llr>£ r 12OV, 10 SERVICE . IE=12.3 IE=12.2 TO NORNECO CONTROL PANEL IE-12.1 IE=12.0 IE=12.6 iv ': 4, MAIN #12-2 AWG WITH 6ND IN 3/4" PVC CONDUIT CONNECT 3" PVG FROM " io " SERVICE VENT LINE TO VENT FRAME `r 4' DIA. CONCRETE MANHOLE PANEL NORWEGO HOLE IN OWST GARAGE ao MDL. SDIO3 PROVIDE END GAP LEVELING DEVICE LP2 RECIRCULATION PUMP PROVIDE GLEAN MDL#5L-4 MFG BY TUF-TITS OR OUT AT FACE OF APPROVED EQUAL FOR ALL #12-2, #12 6RD IN 5/4" CONDUIT BUILDING ( D15TRI5U7ION BOX OUTLET PIPES BOT=4.0 600 GAL. FI . BY I 8' I - MDL. 2.0 TNT-500 MFG. BY NORWEGO SANITARY LEACHING POOL �,� ? GROUND NORWEGO NORWECO TOTAL OF (2) PQOLS CONTROL MIX. 2060 400 SFSWA PANEL AERATOR HIGHEST EXPECTED GW EL=1.0 HYDRAUL I G PROFILE ELECTRICAL ONE—LINE DIAGRAM ENGINEER'S CERTIFICATION . Is "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR ODER 1l!IY DIRECTION.BASED UPON A CAREFUL AND THOROUGH TIYIF ��-, L, SITE AND GROUNDWATER CONDITIONS,ALL FACILI 5'PROR�SEb'\� CONFORM TO THE SUFFOLK COUNTY DEPARTMENT��HEI 9ER1!IE p CONSTRUCTION STANDARDS IN EFFECT AS OF T)t4i$ NOTE:REMOTE VENT REMOTE VENT WITH CARBON EXTENDED AERATION AERATOR MOUNTING CAST-IN-PLACE RE EIVING FLANGE GENERAL NOTES: /'' }. ( = = / Ef ---IN - --- -- ----- ---� MUST HAVE A MINIMUM FILTER DEVICE(REQUIRED)-�"-•."_CHAIdBER l CASTING AND COVER _ DIAMETER OF 2 INCHES T AND MUST TERMINATE A ELECTRICAL BIO-KINETIC®SYST_M LOCKING LUGS_ J� SINGULAIR"'AERATOR,AS TESTED AND ---- --- MINIMUM OF 18INCHES CONDUIT `- t� SOLVENT WELD -----"-"""- """--""" ""- ACCEPTED BY NSF,OPERATING 60 \ ,n CONNECTION MINU-CS ON,'60 MINUTES CFF. , ABOVE GRADE,1 FOOT , HOWARD W.YOUNG;N.Y.S.L.S.NO.45693n FROM PROPERTYLINES. \ 'SAMPLE 11 FALL THROUGH SINGULAIR'PLANT THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 AND AVOID LOCATIONS ` d - 4 k , �, i PORT ' FROM INLET INVERT TO OUTLET INVERT DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 NEARWINDOWS pR {- 4 t r � ' 1 ( IS FOUR INCHES. INLET INVERT IS '--- DOORWAYS. 1 ---ilk- -rt TWELVE INCHES BELOW TANK TOP 81 ALTERNATE INLET LOCATION ! r'_ ON DEEPER INSTALLATIONS,PRECAST N y'--t -----"- }--t-ir------I T d IIII III;--, ( RISERS MUST BE USED TO EXTEND SURVEYOR'S cERTIFICATo --. _ rn I 4•DIAMETER INLET LINE ! �-1�-" - e omen-d-nnlm�T '"" r{ I j 1 AERATOR AND BOO KINETIC SYSTEM —��--� L r;/ ^t. ! 1 � = - ",. -� MOUNTING CASTINGS TO GRADE. *WE HEREBY CERTIFY TO LYL E G I RA N D O U^." ;e�L'i A �, A •- a INSPECTION COVER ON PRETREATMENT y. APPROVED SEALANT OR y, o CHAMBER MUST BE DEVELOPED TO G I RAN D O LA THAT THIS SURVEY WA5 PR PEE ' N J4CC�C�Rl7AN o SEALING DEVICEk: - - e ,,.. .. t: # == `3{ ,? THE CODE OF PRACTICE FOR LAND SURVEYS AD P TD BY THE'NEW�Of21C�` I '` a 4�L, LL-. '1. :.- ` . �, c. t WITHIN TWELVE INCHES OF GRADE. o PRETREATMFNTCHAM13ER ,f ) � �_ - -� t '-=F> ° c STATE ASSOCIATION OF PROFESSIONAL LAND U>�VEYIORS.'. :P•'_. 141 TANK REINFORCED PER ACI STD.318. t N REMOVAB_LE INSPECTION COVER I I! I j ~i-'`' ?-` ---= ) MINIMUM COMPRESSION STRENGTH OF WITH CAST-IN-PLACE HANDLE ---- I 1 I 4,000 PSI AFTER 28 DAYS. ddd I' ----- -- -- t ---I '•` ,. I C .` REMOVABLE COVERS ON RISERS I I i I -T ----------L_`_ U ALTERNATE INLET LOCATION T; SECURED WITH SPECIALTY FASTENERS GASKETED OISCHA GE TO PREVENT UNAUTHORIZED ACCESS. FLANGE ASSEMBLY CONTACT THE LOCAL,LICENSED HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 ��, / ""`C�� PLAN VIEW SINGULAIRS'DISTRIBUTOR FOR 4'DIAMETER EFFLUENT L NE �r_BID KLET SYSTEM MOUNTING _J ELECTRICAL REQUIREMENTS. >,y_✓" SI NGULAIR AERATOR -_-- e TO d"DIAAMET REF tLUENT L NEPLING _--_-:----_--___-._-- J A e - ------------ PR_q ENGINEER'S APPROVAL: (SEE NOTE1) \ / I ------ - CASTINGANDCOVER (RAWINGHASBEENCHECKEDAS SURVEY FOR \\ FINA_L CLARIFICATION CHAMBER BOO-KINETIC _ STEM DISCHARGE DETAIL II DRAWING HAS BEEN CHECKED AND IS AERATOR MOUNTING CASTING_ ® APPROVED FOR USE IN CONFORMITY AERATION TEE ACCESS I WITH THE CONTRACT DOCUMENTS. PORT(OPTIONALQ -- --- —\ CLARIFICATION LYLE GIRANDOLA - DATE:- ------ - \\ CHAMBER RISER BIO-Ke I SYST NE- rNAME: _ _ KATHLEEN GIRANDOLA --- ---- AERATIONINLETTEE \ �\ 1 SAMPLE SYSTEM , - -_--.__-_:--_>—=:__ --------------- -- ------ PORT ; CONTRACTO_R'S_CERTIFI_CATION: APPROVEDSEALA_NTOR_ _ _ _ I(WE)HEREBYCERTIFY THAT THIS us SEALING DEVICE -r - DRAWING HAS BEEN CHECKED AND IS [] ��\ 9 y' APPROVED FOR USE IN CONFORMITY at Laurie,l Town of Southold V � a4� ,,V L WITH THE CONTRACT DOCUMENTS. Suffolk County, - 11� ---- - 'I DATE• New York N __ _ rr tiA I y � NAME: -=---�RITI oIME�SIpNs -=_- BUILDING PERMIT SURVEY On -- FI,r''" 128 Block 06 Lot 10 ® 1 `I4 h, �� I f I Y_ County Tax Map District 1000 Section 8" @' 0'-2-e a aj \ a'DIAMETER J I ` -- r ---_— __ FIELD SURVEY COMPLETED MAR.04,2021 �. ( 2"-3" R'd 8 EFFLUENT LINE p' 60° ` a- eo•'I -- — MAP PREPARED MAR.05,2021 _,.�!�-..::.:. •;a` - - 1 CASTING PICK-UP '�_� , [G'',1'-0" [TI 1•0" --- I v \ GROOVE,TYPICAL - -- Record of Revisions I� 3'_0" 1j3._6" I NOTE:TOTAL WEIGHT 11,000# SYSTEM - -- i 7`-0" •4" HEAVIEST CASTING8,200k ; / \.--BOOKINETIC°D -- ----- [J11 T-4" REVISION DATE MIXING ' K rXI Ir-_2"TO D'•_3" BLDG PERMIT DATA MAY 05,2021 BAR-------- % /i FINAL CLARIFICATION I: - - - - DEC 28 2021 ---—------------ o'-r Y LOT COVERAGE CHAMBER M 8•.g" l CONTOURS /� / _ JAN.31 2022 PRETREATMENT / CAST-IN-PLACE AERATION RECIRCULATION u, �Q�'�/ `(�' 087_B_2o_2.7 A BLDG PERMIT DATA AUG.16 2022 �-- --- f CHAMBER CHAMBER TRANSFER PORT PUMP �I AND --"= ° '" SCDHS NOIA#1 OUTLET END VIEW AND imm SEP.09 2022 PATE?-" SINOULAIR"1110.1INOX. A-- EXTENDEDAERATION / WING TRFaT�MFHTAstsreM -- M CHAMBER NOTE: TOTAL SYSTEM CAPACITY: 1,300 GALLONS IAOOELT D- GRID _os10 202T SECTION A-A LONGG ISLAND a RATED CAP CITY: 5001600 GALLONS PER DAY a __ _ NTS } m a I/A OY4T5 MDL. 2.0 TNT-500 MFCG. BY NORWEGO Scale: NTS JOB NO. 2021-0041 DWG.2021_0041_bp 2 OF 2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A MOUTON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HERFON FROM PROPERTY LINES TO EOSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO OF USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 4 CERTIFICATION INDICATED HEREON SHALL RUN OIYLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CFRTFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS- 400 Ostrander Avenue, Riverhead, New York IIg01 tel. 651.727.2505 fax. 651.727.0144 \ odmin®youngengineering.com Howard W. Young, Land Surveyor / / \ Thomas G. Wolpert, Professional Engineer / / \ Douglas E. Adams, Professional Engineer Robert G. Tast, Architect \ lv GENEi?�L POLLUTION CONTROL MEASURES Robert Stromski, Architect I. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED (BY / +17,17 / \ INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED (CAST IRON FRAME 8 COVER / / \ MEANS) AND SHALL REMAIN UNDISTURBED. C,AMPBELL FOUNDRY, PAT. NO. I100'7G OR APPROVED EQUAL 2. CLEARING AND GRADING SH;iLL BE SCHEDULED SO A5 TO DRAINAGE CALCULATIONS O / © \ fi� �r �• o �I1 ON INSPECTION POOL ONLY. � 16.75 \ � h MINIMIZE THE EXTENT OF EXPO°•ED AREAS AND THE LENGTH OF / / - TIME THAT AREAS ARE EXPOSED. GRADED AND STRIPPED. AREAS SHALL BE KEPT STABILIZED THROUGH THE USE OF V = A R G TEMPORARY 5EEDIN5 AS REQUIRED. SEED MIXTURES SHALL BE IN A = AREA OF TRIBUTARY (S.F.) MMF \ �� ACCORDANCE WITH 501L GON517RVATION SERVICE R = RAINFALL (FT.) 17.08 RECOMMENDATIONS. IN AREAS INHERE SOIL DISTURBANCE HAS G = COEFFICIENT OF RUNOFF \ TEMPORARILY OR PERMANENTLY CEASED, TEMPORARY AND/OR SILT PERMANENT 501L STABILIZATION MEA5URE5 SHALL BE INSTALLED ^h• FENCE \\ AND/OR IMPLEMENTED WITHIN SEVEN DAYS. 5. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE LF#1 S MINIMIZED TO REDUCE RUNOFF `,/ELOCITIE5. RUNOFF SHALL BE REQUIRED DIVERTED AWAY FROM CLEARED SLOPES. 16.48 O DRIVEWAY = 5,15q 5F X 2/12 X OA0 = 414 OF r 4. SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT DRAINAGE + 16.04 STABILIZED \ \ 0I ONSTRUGTION \ PERMITTED TO ENTER ADJACENT PROPERTIES OR PUBLIC ROADS 8 DIA. DRYWELL WITH A CAPACITY OF 42.24 GFNF PIPE o ti OR DRAINAGE SYSTEMS. SEDIMENT BARRIER5 SHALL BE 4?4 OF / 42.24 OF/VF = 11.2 VF REQUIRED ENTRANCE \\ IN5TALLED ALONG THE LIMITS OF DISTURBANCE PRIOR TO THE PROVIDED 15.88 \ START OF CONSTRUCTION AND SHALL BE MAINTAINED UNTIL USE (3) - 8 DIA. X 4 DEEP DRYWELLS = 507 OF CONSTRUCTION 15 COMPLETE. CAST IRON FRAME 8 GRATE G 0 \ CAMPBELL FOUNDRY, PAT. NO. / `L \ 5. A 5TABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED LF#2 BURRIED 1765 OR APPROVED EQUAL. / O GMF O• 0 1 TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED REQUIRED CONCRETE 16,84 r- G \ ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE COVER,-,""" / WMR S O MAINTAINED UNTIL THE SITE IS F'£RMANENTLY STABILIZED. GARAGE ROOF = 440 5F X 2/12 X 1.0 = '73 OF �� O �� \\ 6. ALL RUNOFF SHALL BE RETAINED ON-51TE IN ACCORDANCE 8' DIA. DRYWELL WITH A CAPACITY OF 42.24 GFNF `v I PRECAST CONCRETE ` / \ O i � WITH LOCAL REGULATIONS AND APPROVALS. DRAINAGE INLETS -13 OF / 42.24 GFNF = I.'T VF REQUIRED TRAFFIC, BEARING SLAB AS INSTALLED ON-SITE SHALL BE PROTECTED FROM SEDIMENT PROVIDED MF6. BY SUFFOLK CEMENT zc �i1 \\ S \ BUILDUP THROUGH THE USE OF APPROPRIATE INLET PROTECTION. OR APPROVED EQUAL. / USE (1) - 5' ]DIA. X 5' DEEP DRYWELL = 127 OF '7. THE FOLLOWING MEANS SHALT. BE USED TO CONTROL DUST C, \ DURING CON5TRUCTION: A. WATt:R-DCWN ACCE55 WAYS, �\\\__6ROUT AROUND / SILT o \ STOCKPILES, R AND MATERIAL PRIO TC LOADING N; B, LIMIT O -51TE LF#3 4 ENTIRE PIPE / ��" FENCE VEHICULAR SPEEDS TO 5 MPH; C. PROPERLY COVER TRUCKS REQUIRED 1U / \ CARTING L005E MATERIAL ANL CONSTRUCTION DEBRIS. HOUSE ROOIF = I,g21 SF X 2/12 X I.O = 520 OF D / '��/ pp �' \ 5. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES PRECAST CONCRETE / \ SHALL REMAIN IN PLACE UNTIL UPLAND DI5TURBED AREAS ARE 8 DIA. DRYWELL WITH A CAPACITY OF 42.24 OF/VF \ DRAIN RIN65 A5 MFG. �` \ PERMANENTLY STABILIZED. FOL-OWING PERMANENT 520 OF / 42.24 OF/VF F = T VF REQUIRED BY SUFFOLK CEMENT / p a �r� \ STABILIZATION, PAVED AREAS SHALL BE GLEANED OF SOIL AND PROVIDED AE01 OR APPROVED EQUAL. �z c \ DEBRIS AND DRAINAGE 5Y5TEM5 SHALL BE GLEANED AND 'O71 vY 0 FLUSHED AS NECESSARY. USE (2) - 8 DIA. X 4 DEEP DRYWELLS = 35b GF / / � 0 q. PROPER MAINTENANCE OF EROSION CONTROL MEASURES 15 TO / p 0 BE PERFORMED AS INDICATED 15Y PERIODIC INSPECTION AND G uY `Lm O / \ AFTER HEAVY OR PROLONGED E7TORM5. MAINTENANCE MEASURES W EL �� 0 o \ ARE TO INCLUDE, BUT ARE NOT LIMITED TO, GLEANING OF .7 V / RECHARGE BASINS, SEDIMENT TRAP5 AND DRYWELL5, GLEANING I II OF 0 \ AND REPAIR OF SEDIMENT BAR^,:IE-R5, REPAIR OF BERMS AND M MPORARY \ RUNOFF DIVERTER5, AND CLEANING AND REPAIR OF INLET b �+ �m m� fig, 5 OGKPILE AREA \ PROTECTION DEVICES. LEACHING POOL �� 'sL N \ \ 10, DURING CONSTRUCTION, THE CONTRACTOR SHALL COMPLY N1T5 / c WITH ALL LOCAL REGULATIONS '.ONCERNING THE DISPOSAL OF / \ SOLID WASTE AND DEBRIS AND TOXIC AND HAZARDOUS WASTE, AS WELL AS SANITARY SEWER AND SEPTIC 5Y5TEM RE6ULATION5. / Ono �(n GC \ II. CONCRETE WASH-OUT OF READY-MIX TRUCKS 15 NOT PERMITTED AT THI5 SITE. / O 0 m a P p�L \ LF#2 P o 0 \ MAX1 ON 3 SLOPE GMF �T R QO5E0 ��4'' �P o \\ \ Q a O� o� o c O v C' CONSTRUCT \ CONSTRUCT SILT FENCE 5 NS � p � 5ER a AROUND ENTIRE PERIMETER \ �' �� m �99 N� IE-13.2 1 \ OF STOCKPILE - \ \ �� 16�39 F PRPGE ✓ �� O \ 7S/ITOGKPILE lo� 1 q �m GFL G 3 N0- \ \\ GRADE \ 0� 0 � j \ 4 �' CO ,-28 of 4"PVC@ 2.00% \ \ ENGINEER'S CERTIFICATION \ m ' .`P\76 VENT \ �, -r m ! H I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL G M �� rt CONTROL \ \t SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY \ f \ DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 ESOIL, U" v PANEL \ SITE AND GROIUNDWATER CONDITIONS,ALL FACILI �,��m CONFORM TO THE SUFFOLK COUNTY DEPARTMENT FTIEALT�1 StRVICE`3, MN 5 ,t 33'of 4"PVC@ 2.00% b ' �� NOTIES CMF CONSTRUCTION STANDARDS IN EFFECT AS OF f IS D47 ?�i' `P min I.PROTECTION OF 5TOCKF-ILE5 IS A YEAR-ROUND REQUIREMENT. PROPOSED DRIVEWAY 2.STOCKPILE5 SHALL BE ILOCATEi7 A MINIMUM OF 50 FT.FROM mill T CONCENTRATED STORMWA�TER FLOWS,AND INLETS. \ \n �'•, \ 5.WIND EROSION CONTROLL PRACTICES SHALL BE U5ED ON ALL STOCKPILES 5m .,A�' ` �� \ 50' AS APPROPRIATE. \ n GO 12• MIN. ^il--� 4.REPAIR AND/OR REPLAkCE PERIMETER CONTROLS AS NEEDED,OR AS cP DIRECTED BY ENGINEER. PROPOSED SANITARY SYSTEM 's, HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n e 14 ^Tf sP ✓ 5.SEDIMENTS SHALL BE RLEMOVED WHEN SEDIMENT ACCUMULATION REAGHS lo. O 11 PROPOSED LOCATION EXISTING STONE PAVEMENT EXISTING 1 2' THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 v ONE-THIRD(1/3)OF THE BANRRIER HEIGHT. r 2 �\ GROUND l�-�S PAVEMEN r UnUGLAS E. AhAMr, MY S.P-F N^,P0897 `' `��i_S�\'-� ( 2 STORY FRAME HOUSE I v \\ PORTION OF DRIVEWAY (5 BEDROOM) 20 FFEL=17.50 f I o � TO BE REMOVED ,o s '�� < ,iw : �t �� MOUNTABLE BERM SURVEYOR'S CERTIFICATION 3 TEMPORARY STOCKPILE FILTER CLOTH (OPTIONAL) *WE HEREBY CERTIFY TO LYLE G 1 RAN D O L ¢t [ ° �. PROPOSED Q r- NTS s \ FRONT PORCH 5H A PROFILE G I RAN DO LA THAT THIS SURVEY WAS PREP, RHN 71C(`Df�D'ANLf,WAS \ 1O• o N THE CODE OF PRACTICE FOR LAND SURVEYS ADO. EQ Y,`F'_4-NEW-*YO IG'�'i' 0 6 g2 0 N •� STATE ASSOCIATION OF PROFESSIONAL LAND�V 5:, o PROPOSED COVERED PATIO 50'- 2 t•:,:; " 6)3 y,` �P1 \ APPROX. LOG. OF EXISTING �� MIN. P'1'1/dh./L \ n -J,� p \?r ✓ SANITARY SYSTEM TO BE \ i CMF SILT ABANDONED IN ACCORDANCE LF3 14.89 --� WASHRACK z N - HOWARD\ W.YOUNG,N.Y.S. .NO.45893 WITH SCDHS STANDARDS 1 16 98 FENCE (OPTIONAL) \ IN OF S C N . WOVEN WIRE FENCE LINE E O D ST R 0 Y 44_ EX N ~\ f EXISTING SURVEY FOR ��i� 15TI G r• p 'GC)ARE PAVEMENT FILTER CLOTH PROPOSED �32 T / GROUND�� ,\ g.Iu': -Ac �EC�A11 BALCONY N\� - �- �, �`. LYLE GIRANDOLA & 4 ' �•' �Pa I KATHLEEN GIRANDOLA UNDISTURBED DISTURBED \ I �� II 4 AREA FLOW AREA o �u o -� I I PLAN N at Laurel Town of Southold Suffolk County, New York N \ ��1� Q� DRAIN.A�GAE TO SEDIMENT / o L v PPIN DEVICE J SECTION \ LINE OF 1 1/2 CMF / oo�, SEE NOTE 8 STORMWATER MANAGEMENT CONTROL PLAN N WOVEN WIRE FENCE \ STORY FRAME 14.38 1 � �� O CountyTv(Ma District 1000 section HOUSE TO BE / /��•[i,,4� O GONSTRUGTIOM NOTES P 128 elDck 06 Lot 10 a8.00' \\ DEMOLISHED / ` 'v I. STONE 51ZE-USE 2"STONE,OR A RECYCLED GONc.RETE EQUIVALENT. CO /,� 2. LENGTH-NOT LE55 THAN 50 FEET(EXCEPT ON A 51N&LE RESIDENCE LOT WHERE A 50 MAP PREPARED JAN. 20,2023 FOOT MINIMUM LENGTH WOULD APPLY). \ oVVV 9. THICKNE55-NOT LESS THAN 6". 4. WIDTH- 12'MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE IN6RE55 OR E Record of Revisions FILTER CLOTH 6RE55 OCCURS. 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIR'_AREA PRIOR TO PLAGIN6 OF STONE. REVISION DATE b. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION {' •"R_.:.• o�-•_` :'_ • \ ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE IF PIPING IS IMPRACTICAL,A _ c.: MOUNTABLE BERM WITH 5:1 5LOPE5 WILL BE PERMITTED. T. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAIt,ED IN A CONDITION WHICH WILL PREVENT TRAGKIN6 OR FLOWING OF SEDIMENT ONTO rUB IC, H - -x' L RIG T5 OF WAY.ALL SEDIMENT `H+ SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUE31_10 R16HT5-0E-WAY MUST BE REMOVED \ IMMEDIATELY. 5. PERIODIC INSPECTION AND MAINTENANCE SHALL FE PROVIDED EVERY SEVEN(1) = \ CALENDAR DAYS. ELEVATION \ - z \ m 30 0 15 30 60 90 F 51 LT FENCE \ 5TAB I L I ZED GONSTRUC,.TI ON ENTRANCE --- NT5 N75 Scale: V = 30' J08 NO.2021-0041 DWG. 2021_0041_bp 1 OF 1 I (I)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY UNES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. 4 CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSVTU710N LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I14`101 / / \ LEGEND tel. 631.727.2303 fax. 631.'727.0144 gonna a=kdwer• admen®youngengineering.com CE =CELLAR ENTRANCE CH =CHIMNEY CMF =CONCRETE MONUMENT FOUND • \ CM5 =CONCRETE MONUMENT SET Howard N. Young, Land Surveyor / / \ GMF =GRANITE MONUMENT FOUND Thomas G. Violpert, Professional Engineer / / \ EOP =EDGE OF PAVEMENT Douglas E. Adams, Professional Engineer MMF =MARBLE MONUMENT FOUND Daniel A. Weaver, Land Surveyor �D OL =ON PROPERTY LINE RO =ROOF OVER WSF W E ' -ate MMF \ \ WSS _WOOD WOOD STAKO SEDT SITE D,4T,h / O \ \ • =END OF DIRECTION/DISTANCEan�oriata \ \ `� =UTILITY POLE AREA = 26,710 SQ. FT. �� \ +14.38 =SPOT ELEVATIONS s \ � C � RI. � p O 6� \ WMR— O \ / V 0 O \ / � 1 `5 \ / b \ b � \ / �o0 O \ 7 s W L \ \ Gul O �o 0 0 �N ° \ \\ SURVEYOR'S CERTIFICATION Np O \ gomtgassodW(en 0 GMF 3Q \ \ *WE HEREBY CERTIFY TO LYLE GIRANDOLA & KATH LE E N \ G I RAN D D LA THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH �°? o 0 a \ \ THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK G �+ o \99 N Q \ STATE ASSOCIATION OF PROFESSIONAL LAND SURVEY R O� N E�V y o -a cu- „ CC / \ ryN f Y1rI d CMF HOWARD W.YOUNG,N.Y. .L.S.NO.45893 3DO w, SURVEY FOR LYLE GIRANDOLA A p KATHLEEN GIRANDOLA \ z N at Laurel Town of Southold Suffolk County, New York CMF FOUNDATION LOCATION SURVEY County Tax Map District 1000 Section 128 Block 06 Lot 10 C3 \ FIELD SURVEY COMPLETED MAR.04,2021 D \ MAP PREPARED MAR.05,2021 \ �Pa Record of Revisions REVISIONDATE BLDG PERMIT DATA MAY 05 2021 R)" LOT COVERAGE DEC. 28 2021 CONTOURS JAN.31 2022 \ ° 14 o BLDG PERMIT DATA AUG.16 2022 \ CMF qI O SCDHS NOIA#1 SEP.09.2022 FOUNDATION LOCATION MAR.27 2023 0 J O \ Q 0 o Qt L \ 40 0 20 40 80 120 o qt a J a `�7 — A 1 ='...�' Scale: 1" - 40' ' '-�' '•'' �, JOB N0 2021-0041 DWG.2621_0041_foundation_foc 10F1 I ';,,�.:6'.r :.„"'.,:�",.°°" ,�,L"5.� :,mi!�`.,m. a'°",d'd"•.d'w'C'G.^,:�Mm,...an'o`:b,°"'....`J�:A,"gym",.".::°>'"�.'"�",."',..'°' . 01 1 400 0•temder AV e,MNWhaad,WN York 11401 i i 1 LEGEND tat,AV—, tax.651tl2TG144 / / 1 \ �� admWyaulOongR.DerVlg eom CE •CET. ETaTMNEY 64Y#t�yk" bttcl•SC.7 NIM CH •CHIMNEY CAIP •CONCRETE MONUMENT FOUND 1 CMb CONCRETE MONUMENT SET Harvard yl Young,l.a+d¢urvoyer / 1 GMF •BRANITE MONUMENT FOUND Tneaas G,Yblport,Protaubnal L4'yWor / / 1 EOD •EbBE OF PAVEMENT P Oouglos G.Ada»r�leeab,wl 6\gtrnar / / 1 MMF •MARBLE eMONUMENT FOUND �...Y ombl A.WoeVer,Land¢we> , \\ \1 o ON P0..OPOOP 1 WSF .WOOD STAKE FOUND W $ wss WGoo srAKe ser SITS DATA �' \ • •END OF DTRECTTOWDISTANCE J $ \ 1 •n, .UTILITY POLE AREA,4 i6,T10 StSL PT. ' \ •14.38 .SPOTELEYATIONS S / ttIt'04 ^i \1\ 1\ •VERTICAI.DATUM - •NAND(IPBB) I 2 \ WAA / 1 \\ / \1 \ APR 1 9 2024 e \ \ \ SURVEYOR'S CERTIMATION a G. '1' \ \ •WEIIEREBY LA TH TOLYLE VEI RANDCLAI KATH LEAN•' ' Rr93{I •Q'�¢p TI I RAN GO LA T CE FOR S SURVEYSURVEYS WAS PREPARED IN ACCORDANCEYOR WITN {9, \ 1 STIETATE CODE OM17ON FOR LAND TONAL ADOPTED BY THE NEW YORK 4, 1 qp2 1 STATEA6SOLIATION OF DpOFES520NAl LAND SURVEY R� \ OF NEW Y 11 ro yU \ 1 A,' Pp-D W.y00'P,F 2 as Pa \ 1 CO Gy + gqc += c y \1\ p P o a yBITk�'ukt' 9 SANITARY MEASUREMENTS y 609 1 A B 1 � vo�dA4' T� \ HOWARD W.YOVNB,N...LS.NO, B93 ysE`O 1�N_gV OWTS 37' 430 \\ t 11 MH 3V 30.5' \ „sC m d SURVEY FOR lPl 2T 32.5' \ �• IP2 35' 2AA. , s LYLE GIRANDOLA A KATHLEEN GIRANDOLA V� at Laurel Town of Southold \\1 a 4 42,y P Suffolk County,New York HEALTH DEPARTMENT USE FINAL SURVEY 1 --- \ C..ty T4. o,.m 1000 wum 128 amk 06 te1 10 a SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 11 ORSUR E'TED VEYCOMPL MAR.03 i ,m2 R �N•, MAP PREPARED MAR OB.202 d APPROVAL OF CONSTRUCTED WORKI FOR \ A SINGLE FAMILY RESIDENCE AND 1 Record of Revisions 1 REVISION DATE GARAGE Date qqW4 H.B.Ref.No.RaLMIa — V F ou aA of z I6.20 W 2 ' Th. Yfap•dhpDW and wsw wppty fa011Ms g M efa laeadOn haw been1\ �,.3S 1� POUNDATID R� MA4 21.2D29 Insp•Dtsdmdtor eatltlsdbyth1$D•peHm..IWRth•r eymelYesnd fund 1 j IDD,sgbhclRry FOR TOTAL LII MOMUM OF6/0 OEOROOYS. 1 (4G Craf®Knepper,P.E.,Chief Office Of Waetewater Mana ement swlet P=40' a \ �� 300 NO,20&0041 1 DWG.2o2Lo04Lf1 1 OF 1 Generated by REScheck-Web Software C)(J Compliance Certificate Project Girandola Residence Energy Code: 2018 IECC Location: Laurel, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,162 ft2 Glazing Area 20% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3040 Peconic Bay Blvd. Lyle&Kathleen Girandola Charles Thomas Laurel, New York 11948 3040 Peconinc Bay Blvd. PO Box 877 Laurel, NY 11948 jamesport, NY 11947 Lyle.Girandola@gmail.com 5167023519 cdthomas63@aol.com Compliance: Passes using UA trade-off Compliance: 3.8%Better Than Code Maximum UA: 580 Your UA: 558 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,621 38.0 0.0 0.030 0.026 49 42 Wall: Wood Frame, 16" o.c. 3,788 21.0 0.0 0.057 0.060 170 179 Door:Solid Door(under 50%glazing) 48 0.350 0.320 17 15 Door 1: Glass Door(over 50%glazing) 180 0.300 0.320 54 58 SHGC: 0.30 Window:Vinyl Frame 571 0.300 0.320 171 183 SHGC: 0.30 Cantilever Floor:All-Wood joist/Truss 58 21.0 0.0 0.044 0.047 3 3 Basement Wall:Solid Concrete or Masonry Wall height: 9.0' 1,537 0.0 11.0 0.055 0.059 83 89 Depth below grade: 8.0' Insulation depth: 9.0' Door:Solid Door(under 50%glazing) 21 0.350 0.320 7 7 Window:Vinyl Frame 12 0.300 0.320 4 4 SHGC: 0.30 Project Title: Girandola Residence Report date: 11/10/22 Data filename: Page 1 of10 Compliance Statement: The proposed building design.described here is cons'stent with the building plans,specifications,and other 1�•a�•:.6 aura-3.�':� calculations submitted with the permit applicattt'i.o The.;propos�ed9bu�l�In as b en desi d to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply y�iflfheY�andaory;r`' quire ents lis In the REScheck Inspection Checklist. 17 Name-Title (gnat, Da te Project Title: Girandola Residence Report date: 11/10/22 Data filename: Page 2 of10 CREScheck Software Version : REScheck-Web �(j Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 'Section - #.. Pre-inspection/Plan Review Plans Verified ; :Field:Verifed Value Complies? Comments/Assumptions &Req.ID .. 103.1, ;Construction drawings and ❑Complies 103.2 'documentation demonstrate i ]EIDoes Not [PR1]1 energy code compliance for the U :building envelope.Thermal ❑Not Observable .envelope represented on ,; - J❑Not Applicable !construction documents. 1 103.1, ;Construction drawings and : I❑Complies 103.2, !documentation demonstrate i 3❑Does Not 403.7 energy code compliance for [PR3]1 !lighting and mechanical systems. ,, ❑Not Observable } 'Systems serving multiple ❑Not Applicable ; !dwelling units must demonstrate :compliance with the IECC :Commercial Provisions. I 302.1, ;Heating and cooling equipment is; Heating: Heating: ;❑Complies ; 403.7 'sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 !on loads calculated per ACCA ; Coolin Cooling: ,Manual or other methods g' ❑Not Observable u e Btu/hr Btu/hr 1❑Not Applicable approved by the code official. i ] { I 1 1 l I 1 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Girandola Residence Report date: 11/10/22 Data filename: Page 3 of10 `-Section Plans Verified Field Verified # Foundation Inspection Complies. Comments/Assumptions & ReclAD �s =e Value Value, 402.1.1 ;Conditioned basement wall ; R- R- ;❑Complies ;See the Envelope Assemblies [FO4]1 !insulation R-value.Where interior: ❑Does Not ;table for values. linsulation is used,verification R R i V ; ;❑Not Observable ; ,may need to occur during "Insulation Inspection. Not ; ;❑Not Applicable ; !required in warm-humid locations; in Climate Zone 3. 303.2 ;Conditioned basement wall °❑Complies [FO5]1 hnsulation installed per - t❑Does Not (manufacturer's instructions. ❑Not Observable ; []Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies 1 insulation depth of burial or ; ; ; ;table for values. [FO6] � p � � ,❑Does Not yl !distance from top of wall. ; ;❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ` ❑Complies [1`011]z !to protect exposed exterior ❑Does Not insulation and extends a ;minimum of 6 in. below grade. °}❑Not Observable ; i ❑Not Applicable 403.9 Snow-and ice-melting system ,°❑Complies [FO12]2 controls installed. ❑Does Not J [ IE]Not Observable I ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 I Low Impact(Tier 3) Project Title: Girandola Residence Report date: 11/10/22 Data filename: Page 4 of10 Section PlansUerified "Field.Verified' # Feam"ing/Rough-In'Inspection m Coplies Coniment.s/Assumptions' &Req.ID Value` Value 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies :See the Envelope Assemblies 402.3.4 P ❑Does Not ;table for values. ;❑Not Observable ; ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, ! 402.5 ; :❑Not Observable [FR2]1 ; ; ;❑Not Applicable ; 303.1.3 E U-factors of fenestration products :'" 1❑Complies [FR4]1 ;are determined in accordance ❑Does Not with the NFRC test procedure or ; ,taken from the default table. 3❑Not Observable , ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier LL ; ❑Complies [FR23] i installed per manufacturer's tP k j❑Does Not ; linstructions. ❑Not Observable ❑Not Applicable 402.4.3 !Fenestration that is not site built '❑Complies [FR20]1 Pis listed and labeled as meeting ❑Does Not IAAMA/WDMA/CSA 101/I.S.2/A440 41 ;or has infiltration rates per NFRC ❑Nat Observable 1400 that do not exceed code ❑Not Applicable ;limits. 402.4.5 ;IC-rated recessed lighting fixtures{ ❑Complies [FR16]2 !sealed at housing/interior finish { ❑Does Not land labeled to indicate:52.0 cfm leakage at 75 Pa. I xe t a❑Not Observable } ; _]❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics ; ❑Complies [FR12]1 P insulated >= R-8 where duct is !E]Does Not >= 3 inches in diameter and >_ : R-6 where< 3 inches.Supply and `❑Not Observable !return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for `[ !diameter>=3 inches and R-4.2 ; ;for<3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter �f ❑Complies [FR13]1 !boxes are sealed with t ❑Does Not 'joints/seams compliant with41 tSt { International Mechanical Code or t ..[:]Not Observable !International Residential Code,as ❑Not Applicable applicable. 403.3.5 !Building cavities are not used as 10complies [FR15]3 !ducts or plenums. ]ODoes Not 1INot Observable ❑Not Applicable : 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FR17]z ;above 105°F or chilled fluids I I❑Does Not l :below 55°F are insulated to zR- I I 13. ;❑Not Observable ; : ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ; [FR2411 !piping• " ,IE]Does Not lgJ )❑Not Observable J❑Not Applicable 403.5.3 j Hot water pipes are insulated to R- R- ;❑Complies [FR18]� zR-3. ;❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Girandola Residence Report date: 11/10/22 Data filename: Page 5 of10 Section PlansVerified Field Verified # Framing/Rough In Inspection Complies? Comments/Assumptions ,& Req.ID, Value, ,Value 403.6 ;Automatic or gravity dampers are J❑Complies [FR19]2 ]installed on all outdoor air J❑Does Not intakes and exhausts. :i❑Not Observable ..u;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Girandola Residence Report date: 11/10/22 Data filename: Page 6 of10 Section '. � Plans Verified Field.Verified ° # In'sulation Mspect�om Complies? Comments/Assumptions' &'_Req:ID Value 303.1 All installed insulation is labeled ❑Complies [IN13]2 ;or the installed R-values ❑Does Not 'provided. ❑Not Observable , ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- i❑Complies ;See the Envelope Assemblies 402.2.E r ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 M ❑ Steel ❑ Steel ;❑Not Observable , ;❑Not Applicable 303.2, iFloor insulation installed per ❑Complies 402.2.8 manufacturer's instructions and - ❑Does Not i [IN2]1 I in substantial contact with the I ,underside of the subfloor, or floor ❑Not Observable i :framing cavity insulation is in ❑Not Applicable ; contact with the top side of sheathing, or continuous ;insulation is installed on the ° !underside of floor framing and } j extends from the bottom to the Itop of all perimeter floor framing !members. I 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/z of the ❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.6 ;wall insulation on the wall :❑ Mass ❑ Mass :❑Not Observable [IN3]1 :exterior,the exterior insulation ; !requirement applies(FR10). ❑ Steel i❑ Steel ❑Not Applicable M 303.2 ;Wall insulation is installed per t J❑Complies [IN4]1 ;manufacturer's instructions. ❑Does Not j❑Not Observable I . ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Girandola Residence Report date: 11/10/22 Data filename: Page 7 of10 Section' Plans Verified . Field Verified" # ° Final InspectionProvisions - Complies? ��Comments/Assumptions &Rey.ID Value Value 402.1.1, !Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, i ;❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.2, } ❑ Steel ❑ Steel ❑ 402.2.E ; Not Observable [Fill' ; ; ;❑Not Applicable ; , 303.1.1.1,;Ceiling insulation installed per t: ❑Complies 303.2 !manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every ❑ ! 300 ft2. Not Observable '❑Nat Applicable 402.2.3 ;Vented attics with air permeable ?' y;, ❑Complies ; [FI22]� insulation include baffle adjacent ❑Does Not Ito soffit and eave vents that !extends over insulation. f )❑Not Observable ; ]EINot Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies [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 [FI17]1 each in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ; :[-]Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 :determine air leakage with ft2 ftz T❑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 j ;leakage measured with a !pressure differential of 0.1 inch lw.g.across the entire system including the manufacturer's air ; ,handler enclosure. 403.3.4 i Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ; [FI4]1 1cfm/100 ft2 across the system or ftz ftz ❑Does Not I<=3 cfm/100 ft2 without air ; ! !❑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 ❑Complies [FI24]1 "by manufacturer at<=2%of J❑Does Not design air flow. „ y, _ '❑Not Observable ; ❑Not Applicable 403.1.1 !Programmable thermostats I❑Complies [Flg]z 1installed for control of primary c x :Y`. j❑Does Not iheating and cooling systems and { I;initially set by manufacturer to • ❑Not Observable ;, ;code specifications. ❑Nat Applicable ; 403.1.2 ° Heat pump thermostat installed ❑Complies [FI10]2 ion heat pumps. _ ❑Does Not ' ❑Not Observable ❑Not Applicable w x , 403.5.1 ECirculating service hot water ❑Complies [FI11]� ;systems have automatic or ❑Does Not accessible manual controls. { ; d,`JE]Not Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Girandola Residence Report date: 11/10/22 Data filename: Page 8 of10 Section Plans Verified . Field Verified .# Final_.Inspection PCovisions� FCqmplies? Comments/Assumption§ &Req.ID Value 403.6.1 ;All mechanical ventilation system f❑Complies [FI25]2 ffans not part of tested and listed I❑Does Not HVAC equipment meet efficacy ! I land air flow limits per Table ❑Not Observable ; �R403.6.1. �,, _- ❑Not Applicable ; 403.2 {Hot water boilers supplying heat ❑Complies [FI26]2 ithrough one-or two-pipe heating ❑Does Not systems have outdoor setback " ,control to lower boiler water []Not Observable ;temperature based on outdoor ❑Not Applicable )temperature. I ; 403.5.1.1 jHeated water circulation systems ''❑Complies ; [FI28]2 !have a circulation pump.The [ ;' 1❑ ;system return pipe is a dedicated Does Not ,return pipe or a cold water supply, `:❑Not Observable ; !pipe.Gravity and thermos- t ❑Not Applicable ; }syphon circulation systems are ; not present. Controls for circulating hot water system ;pumps start the pump with signal 4 1 ,for hot water demand within thej .!occupancy. Controls ; ,automatically turn off the pump , ! when water is in circulation loop $is at set-point temperature and ' I no demand for hot water exists. ,° 403.5.1.2 Electric heat trace systems ❑Complies (FI29]2 i comply with IEEE 515.1 or UL ❑Does Not l515. Controls automatically ; I adjust the energy input to the ❑Not Observable ; heat tracing to maintain the ❑Not Applicable desired water temperature in the 3 piping. 403.5.2 Demand recirculation water f❑Complies [FI30]2 systems have controls that `a❑Does Not , Imanage operation of the pump , 3 ;and limit the temperature of the ❑Not Observable ; Iwater entering the cold water ❑Nat Applicable {piping to<= 1049F. 9 403.5.4 Drain water heat recovery units , ❑Complies [F131]2 tested in accordance with CSA ❑Does Not 1355.1. Potable water-side ` , pressure loss of drain water heat ! ❑Not Observable ; !recovery units <3 psi for ❑Not Applicable ;individual units connected to one ;or two showers. Potable water- ; !side pressure loss of drain water I ; jheat recovery units <2 psi for e � j individual units connected to r; !three or more showers. f 404.1 90%or more of permanent ❑Complies [FI6]1 !fixtures have high efficacy lamps. ! ❑Does Not ! ]❑Not Observable ` ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have -]Complies ; [FI23]3 Eno continuous pilot light. q ❑Does Not lJ ~,° f]Not ObservableNot Applicable 401.3 'Compliance certificate posted. ❑Complies [FI7]2 , ❑Does Not , iE]Not Observable .❑Not Applicable , 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Girandola Residence Report date: 11/10/22 Data filename: Page 9 of10 Section Plans Verified Field Verified #, ;Final Inspection Provisions Complies? Comments/Assumptions & Req'.JD Value Value 303.3 ;Manufacturer manuals for ❑Complies ' TI18]3 ;mechanical and water heating > ❑Does Not systems have been provided. �� ; ,u i ❑Not Observable , r � ,]❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Girandola Residence Report date: 11/10/22 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 11.00 Floor 21.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 Cooling,Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments I I THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. ARCHITECT REVISIONS D E S C R I P T ION I - - - I 9 FIT F - - z TFT-T-I FT TTT - -- -- ~ I9'_8" PLATE HEIGHT ! 11 I Q - O 0 9'_0" PLATE HEIGHT - - - LL m O 8'_0" PLATE HEIGHT 8'_0" 'LATE HEIGHT L.LJ rn U W ' 7_0" T.O. WINDOWS 7_0" T.O. WINDOWS Z (� - - /A 51 I — 4'-4" PLATE HEIGHT T.O. SECOND FLOOR L w < O JMW N O — — — , - - - r I / O 3056 3056 3052 1 3052 1 O \ M EEGRESS EGRESS EGRESS EGRESS 3056 GRES � EGRESS i EGRESS U L d Y ZWT.O. SECOND FLOOR T.O. SECOND FLOOR SH N R T�I 04 10'_0" PLATE HEIGHT I 10_0" PLATE HEIGHT-T ;j 1 1--, TV ❑ ❑ ❑ ❑ O Q W Q I- 8'-0" T.O. WINDOWS_ 8'-0" T.O. WINDOWS 1 0 20310 r20310 20310 I 3056 3056 .1 EGRESS EGRESS co C0 ML ❑ ❑ T.O. FIRST FLOOR T.O. IRST FLOOR p � cE " wE NOV 1 6 2021 BUILDING DEPT. TOWN OF SOUTHOLD FRONT ELEVATION ! REAR ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" I Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT ELEVATIONS DATE, 11/04/21 DE S I G N C R I T E R I A PROJECT No.DRAWING BY. MC CHK BY. SUBJECT TO DAMAGE FROM DWG No. GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF ®_ 00� 00 SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION _ LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX WEATHERING DEPTH TERMINATE DECAY REQUIRED t OF 4 20 110 B SEVERE 36" MODERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE = 6.72 PSF EDGE ZONE = 35.6 PSF RESIDENTIAL 34' 599 TYPE V T01I TO FIRM MAPS I I INTERIOR ZONE = 51.4 PSF INTERIOR ZONE = 28.9 PSF HEAVY MODERATE THESE DRAWINGS AND ACCOMPANYING SPECIFICCATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN I WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I i ll e, 1 W W 12'-0" 6'-9" 12'-0" 7 ji G a i �.. 32'-0" ARCHITECT P— REVISIONS DESCRIPTION 32'-0" .T— I I COVERED I N ® 27'-0" N I I PATIO = = o BALCONY N I i a I � - - - - - - - LINE OF WALL ABOVE — � — — — — — — 20'-0" 12'-0" FWG 6068 Ig"I io„i o 31'-0" FWG 6068 BAR j L - J I_ - J L _ J \ j DINING j 0 = BEDROOM -1 F- 1 - -I O i� >F MASTER Wo 0 = Z W BEDROOM m N o Y m I O a � ISLAND L N o W N 10 I 32'-0" `lCO N o L O LIVING ROOM r a I _ L (0 ,� E CLOSET I WuJ P.D. 2670 o�s� ��O N = Q O IA > KITCHEN IL Iti z U) ° no W.I. W.I.CLOSET I J 0 CO L I CLOSET I U 00 O _ I Lli m � 3'-6" 5'-7 " 5'_7" 4'-0" 5-4- °I U W _ ui -7 z CD I - BATHROOM � 2_0 = � io I �a m �L GO co L — REF_ to x ° ® �LJ O L J O ® M A TER —J O 4'-2" 3'-10" ~ U BATH 7-8.. w p 15'-5" L�J O _ r- _ _ ` 0_D_ ° z Z W �� I o O I o 0) � P.D. 2070 0 LO 7Z NOOK p U CLOSET PANTRY _ z z BATH0 HOWE I zo I no I 00 SEE DETAIL L I n0 U � L J FT I ri IJ n -u = a W O /n �CLO ET � 3'-0' 4'-6" 1, 5'-2 �� BEDROOM 14'-0" o 010 �6 CLOSET 20 f 2'-0" (V GUEST I °�° o ° ^� I = W W ro BEDROOM w = o W o `� =m I o =m N BEDROOM Or o I ° aim `�°� LAUNDRY o�0 ENTRY _ o � o Li ROOM � � N I I � N O QUEEN 13'-0" — —7�"— — o g'-6" o v BED °' __j �9 5'-0" 13'-1" 2'-0" 3'-5" 11'-6" FOYER LZ4,_0„ Li o EE WA I N 0 — — ,� I o `off 9' S" m LINE OFF Charles M . Thomas o f I I I WALLS B LOW ui o a r c h i t e c t to im Y I = I w PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 FRONT PORCH o o f STUDY I Y DO la m I O I I I O I ao PROJECT I O 17'-0" Z I I LO Z 21'-0" 11'-0" 16'-11" 4'-1" 32'-0" 32'-0" FLOOR PLANS DATE: 11/04/21 PROJECT No. F I R S T F L 0 0 R P L A N >- >y- DRAWING BY. MC S E COIN D FLOOR P L A N CHK BY. z SCALE: 1/4" = 1'-O" z DWG No. W W [A]- 002-00 z Z 2OF4 CQ CQ L L THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PA T, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i 32'-0„ ..... , 1. 12'-0" 6'-9" 12'-0" LINE OF DECK ABOVE -71 - - - - - - - - - -r - - ARCHITECT (3� 2110 ACO GIBDER 1. )2X10 AC GIRDER �- T T LI - J - J L _ J - IJ 12"0 SONO TUBE ON COLUMNS ABOVE 1 24"x24"x12" FOOTINGS Y (TYPICAL) REVISIONS D E S C R I P T 1 0 N MIN 36" BELOW GRADE w (MUST BE VIRGIN SOIL) 0 Q CJ pod L_ _ z p N I X ® N N N 32'-0" - - - - - - - - - - - - - - 2"X10" ACID LEDGER - - I I 1 10" I 30'-4" 10" I I I I = I I I t2 I I I UNFINISHED CELLAR 9'-0" CLG HT 4" POURED CONCRETE SLAB OVER 6" MIL. POLYETHLENE 1 I VAPOR BARRIER ON WELL COMPACTED POROUS FILL I NOTE: ENTIRE CEILING SHALL N BE SHEET ROCKED WITH 1/2" O I I TYP 'X' PER IRC 2015 I I p Lu 14" TJI JOISTS b" OC. SERI S i 1 I I I I z I 3 1/2" STANDARD STEEL I -O" uj Q Q PIPE COLUMN ON A 30"X30"X15" DEEPPOURED i I Q (�/ LL FOOTING.CONCRETE I O 10 (TYP) r -1 I O O I I 36" HIGH HAND RAIL PER NYS CODE I -}— I00 ~ 10" P.C. FOUNDATION WALL W/(2) #5 BARS TOP & BOTTOM L I Z ON 10"x20" P.C. FOOTING o N 1 W/(2) #5 BARS CONTINUOUS �I I I 0 QW j o mz O 7 o Q0 II I I=II I I I Q O I I I I ICI I I U o O _ -� (n 10 zW o_ I I I L - -1 I � 0 � 04 o Z U � Lp I q- < W I I I cD I 5n X W I WQI( I Q I " I I I � n coVI. -I - -j 1 1 MECH ROOM V SMOKE I O DETECTOR 4-0 10 I in 1I PROVIDE 5/8" TYPE "X" I I GYP. BD. ON CEILING ABOVE FURNACE FOR AT N I I SIDN ALL ESAAS PER N.OYS CODE DIRECT VENT (0 I I 11'-0" 19'-4" GAS BURNER I L - - - - - - - - - - � (o a1.1 BOILER 1 O UNEXC,AVATED I I Charles M . Thomas 4" POURED CONCRETE SLAB VER 6" MIL. POLYE�THLENE VAPOR I 1 BARRIER ON WC£LL COMPACTED a r C h I t e C t = I I PORODUS FILL I 1 = PO BOX 877 JAMESPORT, NY 11947 631) 721-7993 DO I I 8" P.C. FOUNDATION WA L I I 00 W/(2) #5 BEARS TOP & 1 BOTTOM ON 110"X20" P.C., I PROJECT 1 - - FOOTING W/�(2) #5 BARS; - I COLUMNS ABOVE I CONTINUOUS I (TYPICAL) - - - - - - - - - - - - - - - - 4'-0" 11'-0" 21'-0" 32'-0" FOUNDATION PLAN F 0 U N D A T 1 0 N P L A N DATE: 11/04/21 PROJECT No. SCALE: 1/4" = 1'-O" DRAWING BY. MC CHK BY. DWG No. �- 003-o 0 3 OF 4 THESE DRAWINGS AND ACCOMPANYING SPECIFICAITIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WNHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIM, FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I I i i i 1 � ARCHITECT REVISIONS D E S C R I P T 1 0 N EE ASPHALT ARCHITECTURAL \ ASPHALT ARCHITECTURAL SHINGLE ROOF SHINGLE ROOF - 5'-0" T.O. WINDOWS 10 12 - - - i ASPI HALT ARCHITEC T,I ASPHALT ARCHITECTURAL RAIL - I -ASPHALT ARCHITECTURAL _-_SHINGLE ROOF, SHINGLE ROOF r SHINGLE ROOF 0310 20310 1 1 1 % 2442 - 8=0" PLATE HEIGHT CEDAR PERFECTION C DAR PERFECTION l _ _ SIDING SIDING - - - - - -- - 7'-0" T.O. WINDOWS I o ' AW251 CEDAR PERFECTION 00 24410 24410 24410 -- _ SIDING CEDAR PERFECTIONJ — ilyll#1#1 SIDING ❑ ❑ L - 0. CONCRETE SLAB _ FRONT ELEVATIONSIDE ELEVATION REAR ELEVATION SIDE ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" S ALE: 1/4" = 1'-0" ui w Z • � o W > 00 10 m 0 22'-14" LL W 22'-14,. 22'-14„ - ; o0 LINE OF WALLS BELOW — — — — — — 0 w W (�1 000 04 1 8 POURED CONCRETE x I LO 0 16'-14" 1A I I „ I I I I FOUNDATION WALL ON 8"X16" I LLl W z u < I I STRONG C I I I POURED CONCRETE FOOTING 1 x 0 EACH SIDE Film I 1 I I �CO ( 1 O " I I I I `L I LINE OF 3'-0" KNEE WALL � I rn °' 21'-5-1" I I ( I x � " W O x xx I I I I w 0 ry GARAGE STORAGE o `2 I DROP FOUNDATION C!) x 4" POURED CONCRETE SLAB x N ® N ® x x I WALL TO MEET SLAB I x O U �I� o �� _ _ _ _ _ _ UNEXCAVATED CONTINUOUS FOOTING I x M� Q '- 0 2"X12" RIDGE BEAM ,.� o o � OVER 6 MIL. POLYETHLENE o 0 0 � o 0 i VAPOR BARRIER ON WELL o i i o O I 1 1 4" POURED CONCRETE SLAB I (U — COMPACTED POROUS FILL — — — — rn N o wT v N b� CL _J I 1 OVER 6 MIL. POLYETHLENE — — — — — — — — — — — rr � o m � � o I VAPOR BARRIER ON WELL o_ o I I COMPACTED POROUS FILL t, I I I I x II N@ x N@ II II t N o "r00 `r°O LI E OF 3'-O" KNEE WALL N I LINE 0 3'-0" KNEE WALL �00 11 11 m a, X10 RR" " 2"X10" R o, 1 I M00 " II II 11 16" OC. @ 16" OC 00 1 '� 11 11 I I 'a 6'_)1 °Q I I I I DROP FOUNDATION 2-11 1/4"ML HDR I 1 113 3 I 1 1 — — — — — — CONTINUOUS0 WALL TOEFOOTI SLAB — — — — — — — J Z� J Z ZZ LL====__ Y Y - - - �J PHD CORNER 18070 0 H. DOOR LINE OF WALLS BELOW 2442 LINE OF WALLS BELOW — — — — — — — — — — — — — — — — — — — — HOLD DOWN 11'-0 11'-0�" 5 2'-0 .. (TYP) 8 11'-0$" 11'-0 " 18'-0" 22'-11 22'-1 " 22'-14" Charles M . Thomas NOTE: ORIGINAL FOOTPRINT OF v GARAGE TO REMAIN THE SAME r AS EXISTING a r C h i t e C t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 FIRST FLOOR PLAN ROOF FRAMING FOUNDATION PLAN PROJECT SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-O" GARAGE DATE: 11/04/21 PROJECT No. DRAWING BY. MC CHK BY. DWG No. 0- 004-00 40F 4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATHONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WPHOLE OR IN PA T, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHI TECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. � V TABLE R 301.7 CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACCO�IADATE ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS '° <., PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE j RAFTERS AND CEILING JOISTS OR APPROVED DEFLECTION `�' ROOF TRUSS TOP PLAT S RAFTERS W/ GREATER L/180 R SLOPES THAN W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP PLATE— WW M TABLE 3.1 ATTACHED TO RAFTERS4 TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALL ��N STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS FLOORS AND PLASTERED L/360 ---STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOUR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL S L/240 BORED HOLE MAX SEE DRILLING ,AND SEE DRILLING AND IVISION OF STUD DEPTH MEMEBERS DIAMETER 40% BOTTOM PLATE NOTCHING PRO a WFCM SECTION ISION1.1 NOTCHING PROVISIONS — EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH 1 3 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGEFINISHE / / NSTALLED IN ACCORDANCE / STUCCO WALLS-WIND �AILL NAIL AT 6 O.C. WITH WFCM TABLE 3.1 Exr. WALLS-WIND LOADs L/24o 5/8" MIN. TO EDGE PANEL EDGES) WITH BRITTLE(b) FINISHES ° T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE — JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED � FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the cn TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6 O.C. deflection limits herein. BEARING AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40� AND 60� o BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the len ht CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE ALL PANEL EDGES of the cantilever. g WALL CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or -- DOUBLE AND NO MORE THAN TWO 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of SUCCESSIVE STUDS ARE DOUBLED LAP JOIST 3 IN. MIN. CUT INTO STUD — lass or sandwich AND SO BORED U g panels, the total load deflection shall not BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich O panels used in roofs or walls of z cv WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall OR BLOCKING „ INSTALLED IN ACCORDANCE WFCM 2015 SBC HIGH WIND EDITION not exceed L/120 16d NAIL AT 24 O.C. WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND' EDITION SILL PLATE ° JOIST o G SECTION 3.4.3.1 . 11 FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE 8d NAIL AT 6 O.C. ON ALL COVERING DEAD LOAD OR BASEMENT \—SUBFLOOR MONOLITHIC EDGES AND 112'�0 CA ON HALL NOTCHING AND B OR ED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION SLAB—ON—GRADE FRAMING MEMBERS NOT AT FOR INTERIOR N(DNBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf NOTCHING AND BOIRED HOLE LIMITATIONS PLATFORM FRAMING (INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING ROOF ONLY 1.0 1.2 FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS o BEARING WALL L S: f602.6 (1 ) (2) ROOF PLUS ONE STORY Lo 1.1 LATERAL BRACE AT 6' O.C. NON—BEARING WAI FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) N TYPICAL WALL, FLOOR & ROOF FRAMING- JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED w Uj 0 � 2-10d NAILS WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE � N FOR WOODS STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE � TRUSS OR CEILING JOIST 0 Lv F A S T E N E R SPACING inches SEE STUD TO RAFTER z FASTENER SPAN( 4 FEET 6 FEET SECTION A—A c PLE TUD oR STUD TO STUD DETAIL GABLE END TRUSS 0 < 4 FEET < PANEL SPAN < PANEL SPAN \\- BLOCKING TYPICAL O TYPE — ENDWALL ONNECTORS Q < 6 FEET < 8 FEET 1/2' SPACING—� A A R QUIRED U 1 r ALLOWS E CH SIDE N0. 8 WOOD SCREW 16" 10" 8" HOLDDOWN NAILS „ INSTALLATION I J J ANCHOR WITH 2 EMBEDMENT HEADER STUDS 5d COOLER NAILS AT 10 ---FULL LENGTH " O.C. LENGHT DOUBLE A A WA STUDS F-- Q STUD (MIN.) CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH AT HARDWARE ° o CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN o A TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2" EMBEDMENT (HDU) o ° o CONN CTO S N UP AT BOTTOM OF HEADER STUDS IN NOTE: SIMILAR REQUITED ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W LENGHT o CO NEC R ° Or CONNECTION AT EA H SIDE R UIR WALL STUDS AND AT TOP AND ° FouNoarloN. BOTTOM OF CRIPPLES 20 GAUGE STRAP W 2-16d COMMON ° NAILS AT6" D.C. FLOOR BRACING AT FND BAYS V) WITH 2"1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL � o END WALL TYPICAL FRAMING AND UPLIFT 10-8d NAILS � LENGHT EMBEDMENT I (WFCM FI GU R'E 3. 6 CONNECTIONS FOR OPENINGS Q w SUBFLOOR I 8d NAIL AT 4 O.C. ENDWALL STUDS Uj a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSIING ENDS OF THE WOOD STRUCTURAL PANEL. " " FASTENERS SHALL BE LOCATED NOT LESS 1THAN 1" FROM EDGE OF PANEL. BAND last � w 12 MAX. ( WFCM FIGURE 11 ) l C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN �' AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2"' INTO THE BUILDING FRAME. , , o SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONIRY/STUCCO SHALL BE ATTACHED USING PROVIDE RAFTER TO VIBRATION—RESISTANT ANCHORS HAVING ANI ULTIMATE WITHDRAWAL CAPACITY OF NOTE H NO CEILING RIDGE TENSION STRAP H 2 BUT NEED OT ' ' DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d� COMMON NAI S LESS THAN 1,500 POUNDS. ° / ,g,� H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1 4�' o WOOD STRUCTURAL PANELS SHALL HAVE )A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) o ° ° ° CORNER STUD EXC ED 15 FT. AX. EXXCEED 40 FT. MA 15 32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP / N G I ON GABLE FACE AND ON WALL BELOW PL'.TE OF WALL BELOW g z (HDU) ° o CONNECTED TO i BASED ON SHEARWALL REQUIREMENTS ROOF RAFTER 0 0 o TRANSFER SHEAR FOUNDATION CLEA GABLE ENDWALL BALLOON FRAMING R FROM SLOPES 20 GA. STRAP— STUDL;�,N PREFERRED METHOD ( ) z 1" WIDE MIN. AT HARDWARE RAFTER ¢ W 4 8d NAIL AT 12" O.C,. ON a W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMEBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL ED GES WINDOW AND DOOR OPENINGS: GYPSU M BOARD( Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM I 16d NAIL AT RIDGE BEAM FLOOR TO FLOOR PHD5 24 RIDGE TENSION STRAP DETAIL_ CZ°!CONNECTION I TABLE R301 . 5 NOTESN FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O AREA HOLDDOWN USED LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES O.C. (ALL PANEL S APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B � E R301 . 5 (D / EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS ) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO •N+ S i m p s o n Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING ;SCHEDULE (TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) T 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A 3 5— Chimney Fra m ii n g , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD A 0 'SIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD CONNECTION BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE ~ 3 ROOF RAFTER RIDGE DETAIL_ STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. C) 4-8d TO PLATE ;YPSUM OARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE a 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND � � NOTES: SIMPSON STRONG Tfl= HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 (� u, 3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATfALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDD. WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT EDGES) ANY POINT ALONG THE TOP TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o DECKS 40 (� NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL WALLS. PASSENGER VEHICLE GARAGES 50 L ®II * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE ca HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L �I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o ® NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE o ®I (TABLE 3.1, WCFM 2015 24" O.C. LOAD REQUIREMENT. ATTICS WITH STORAGE 20 del HIGH WIND EDITION) g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ®I z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40 ® 8d NAIL AT 6" O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS ! TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND g INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE +� PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12 O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANELEDGEE BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET No. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE ' 2 CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS 0 MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: EXTERIOR 00 R N E FRAMING 1. THE ATTIC MED AREA OPENING IS IN ACCORDANCE B H A PULL - 07 A DOWN� STAIrRDWAY • 3 SCALE: N.T.S. OR 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong — Tie 2:12. HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the �... ( TABLE 3. 1 WFCM 2018 HIGH WIND EDITIONJ SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC published by The American Forest and Paper Association. Non- Structural elements NAILING SCHEDULE CONNECTIONS RESI ING UPLIFT LATERAL & SEAR LOADS are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. GENERAL N 0 T E S: r MAX. ANCHOR BOLT SPACING (INCHES) - : ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING P g g E !. 1/2" ANCHOR BOLTS 31 sheet no. 1 havingjurisdiction and best standards of construction COMMON NAILS 1 - FLOOR All non engineered lumber to be Douglas Fir#2 or better LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 practice. Wind Limitations-Section R301.2.1 RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.28 The American Institute of Architects Conditions shall apply 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this project. 4-8d PER JOIST Protection Fastening Schedule For Wood Structural Panels CEILING JOIST TO TOP PLATE TOE-NAILED LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). 9 ) 2. The Contractor shall verify III conditions at the site. Any 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. z Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p 6-8d PER TIE COLLAR TIE TO RAFTER FACE-NAILED Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. 1__ 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, TRIM BOARD TO RAFTER END-NAILED Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he Landing-Section R311.3 shall not be responsible for the contractors failure to carry out 2-16d (SEE NOTE 1) PER FOOT TOP PLATE TO TOP PLATE FACE-NAIL Ramps-Section R311.6 the work in accordance with the construction documents. The 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by Cn TOP PLATE AT INTERSECTION FACE-NAILED Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w Guards-Section R312 and the building designed without the ex o STUD TO STUD FACE-NAILED 2-16d 24 or e u ng as desi expressed written O.C. / g P Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER (FACE-NAILED) 16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD Foam plastic-Section R316 insurance coverage statutory policies (Worker Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability in an mount not Cn 3-16d PER 2X6 STUD Insulation-Section R316 � less than $ 5 million 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 and automobile liability and damage o -, CN Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be cn N named insured on an 2-16d SEE NOTE 1,2)1PER FOOT Protection Against Decay-Section R317 y and all policies. 5; � \ FACE-NAILEDProtection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills. Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmonized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Elevators and Platform lifts -Section R323 or pressure creosoted. 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED in each bedroom, on all floors and shall be all interconnected per code. Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Design based upon presumptive load bearing values of sand ravel and or as per New York State Code. 3-16d g P P P 9 y 9 gravel LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED 3-Sd PER JOIST found upon excavation, 11. All electrical work to be in accordance to the rules and 0 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is BAND JOIST TOJOIST END-NAIL to be presented to the Owner at the completion of the job. N Foundation Notes: 12. Plumbing Installation to comply with State and Local codes ♦- W BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d PER FOOT 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. Ld 0 2-8d EACH END •� 13. Do not scale drawings. Use figure dimensions only. (n BLOCKING TO FLOOR JOIST TOE-NAILED 8 poured concrete foundation wall, 8'-0 high, 3000 # test 14. All work to conform tothe rules and regulations f the New York N Minimum depth-Section all footings, 48' minimum coverage to to of footing Energy Conversation Construction Code. All glazed area to be double 9 P 9 ROOF SHEATHING 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to Itavn insulated cores. 8d 6" EDGE 6" FIELD 4" poured xc concrete Mloor m Girder (or 3 1/mesh and Power Beam) 15. The insulation protection as indicated on these plans exceeds z W ., „ UJ STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP Tf0 16" OC 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHAING 8d 6" EDGE / 6" FIELD Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and Q GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUITLOOKERS 8d 6" EDGE / 6" FIELD 30"x30 x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for 8d 4" EDGE 4" FIELD CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q O GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS / Deck and porch flootings as noted, 3000# test, 48 minimum buried depth on any other project except by written authorization of the Architect. CEILING SHEATING 17. Architect has not been retained for site supervision, on-site U Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, 0 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department. No footing shall be set higher than a 30 degree angle from any other footing 0 WALL SHEATHING Pour no concrete on frozen ground or in freezing water. 8d 6" EDGE 12" FIELD Provide 3 1/2' steel lolly columns. Q STRUCTURAL PANELS STUDS SPACED UP TO 16" OC / Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently CC braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 W GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. z Q ANCHOR BOLTS IN FOUNDATION USE: W Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie Q UJ 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING UZ10 2X6 Floor joists: see Foundation and Floor Plans, spacing as noted. Q W Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: - AT EACH RAFTER 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-1Od X 1 1/2" ry Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: WFCM Table 2 and Section 4 NOTE: FLOOR SHEATHING � 1 x6 fascia, wrap SSP CONNECTOR AT 16" O.C. USE (4)-8d NAILS AT EACH E ID ATTACH LEDGER TO FRAMING STRUCTURAL PANELS Overhangs s noted. 8d 6" EDGE 12" FIELD Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/Z�� X 5 LAG 1' OR LESS " gutters and leaders. Siding: see Elevations. MTS 36. 16" O.C. GREATER THAN 1" 10d 6 EDGE / 6 FIELD Tyvek housewrop. NAILS AT EACH END BOLTS AT 16 ON CENTER USE 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. (4)-8d 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END Simpson Strong-Tie 1/2" MR GWB in wet areas N At least one window in each sleeping room shall comply with the exit re Irements RAFTER TO STUD CONNECTION USE: 0 P 9 P y q MTS 36, EACH ROOF RAFTER U210 2X�6 H- of section R310. USE 8 16d NAILS AT EACH ENO N Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST Z I figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER » Q SIMP SON STRONG - TIE Follow exterior corner framing detail figure R602.10.5 4-1Od xc 1 1/2 (� 1 1/'4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16" O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNEL,TION USE: NAILS AT EACH STUD SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < LU » SIMPSON H-8 USE W/ONLY 5j" ANCHOR BOLT 14" percent slope), o _J MIN OVERLAP IS 12 5" 8D TO STUD ONE SILL ( ) GIRDER TO DECK JOIST CONNECTION USE: Sim son Stron -Tie BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ) p g 4- 8D TO PLATE PLATE IN MTS12 ® EACH JOIST UZ10 26 (EVERY STUD) STUD TO S 7" MINIMUM EMBEDMENT underlayment .,, (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ATTACH T ON DWGS A-3.1 AND A-3.2) of PS720 (ALIGN WITH JOIST BELOW) AT EACH DECK/PORCH JOIST underlayment felt layers with and starting at the eaves , fastened sufficiently to •� SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 r' Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, HDU overlapping PORCH ROOF RAFTER TO GIRDER USE: � PP g H2.5A AT EACH ROOF RAFTER (14) SDS )/4" X 3" WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1Od x 1 1/2 ' (" MIN EMBEDMENT ° o o For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH , DECK LEDGER U N SEE FOUNDATION PLANS A-3.1 AND Ice Protection (Section R905.1.2) A-3.2 FOR LOCATION) ° Underlayment in High wind (Section R905.1.1) CONNECTIONS �, (MINIMUM DOUBLE STUD) ° r- •D ap °D •° SIMSON STRONJG - TIE Flashing (Section R905.2_8) 0 Iv STU Y2 BEARING PLA7�° A ,° • 4 c ° � �I ° „ » Chimney and firespaces Chapter 10 � 1 1/4 COIL ENTRAP 16 O.C. Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. USE 4-8D NAILS ® EACH STUD Mechanical - Chapter 12 a' 4. . '° General Mechanical System - Chapter 13 FOR HEADER OR '• � n 04. v °D � °D °D o •°e �o ° n Heaitng and cooling equipment - Chapter 14 BEAM ° °� ,� Exhaust Sustem - Chapter 15 C. D .44/�� 4 »n. 4 4'°. 4..y;"! 4 ° ,° p. � Duct System - Chapter 16 "� z . •D o' D .IA D -W DD DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie _ Plumbing Chimneys an Part \4I ents - Chapter 18 AT EACH POST °C _ F_ n•� 7;'x��,:, °° SSP 0 ° SEE PLAN Flood Zone - 301.2.4 1 3/4' IMUM n r n w V EDGE DISTANCE 44 D HEADIER �'• c ° . LI� TA21 D Simpson Strong-Tie FLOOR TO FLOOR = U 1/a CONNECTION KING STUDS CS20 COILED Y2 THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2 L OVERLAP AT EACH L cc) STRONG - TIE JACK STUDS CZ 1 1 4" COIL STRAP - SIMPSON STRONG-TIE STUD 2"MINIMUM CNW NUT COUPLER 0 0 16" O.C. USE 4-8D H2A SIDECOVERfi- AT EACH ROOF NAILS AT EACH STUD \ RAFTER USE 8-16D I MIN EDGE MIN OVERLAP IS 12 NAILS AT EACH END, JACCK FO SI L ®® DISTANCE* 12" MIN OVERLAP PER RT2.5 - COMPONENT MIN EDGE -� a SHEET N0. STHD8 STUD TO ROOF RAFTER '"�•• �•Simpson Strong-Tie DISTANCE* FLOOR TO FLOOR WRAP UNDER SILL PLAVE CONNECTION TYPICAL STRAPPING OR CONNECTIONS. AT *NO b. EACH POST FOOTINGMINIMUME: SE MANUFACTURERS STANCE OR MIN. OVERLAP IS 12 FRAMED OPENING EXTERIOR WALL INSTALLATION SILL PLATE TO RIM JOIIST AND CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION WALE TO FOU N D AT ON CONNECTION PORCH COLUMN CONNECTIONS- _ I - 7 PoaW THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. lAM AFRCH ITECT REVISIONS D E S C R I P T 1 0 N I - -- - T �=�— - - - 1— - - —� - - -_- - -- - -- - - -- „-_ - I }I_ - - - - - -- - -T - - _--, - - - - -- ---7` -� -- - AS HIAL R HT CT A H NG 0 - Uj 1 ASPHALT' ARCHITECTURAL r � SHInNGLE ROOF -- - f 0 Ir 12 Li _ - --- - -- _- :-. 10 - - _ r > � Aj. I - r' l �1 -T 0 0 1" X 8" GI ' r - - --_, - °- - - � � 8 ASCI - - r �.II r - 8'-0" PLATE HEIGHT 8'-0" PLATE HEIGHT �E rP),�E J t" x " F w/1 x2 o R - ,� _ I r � � 7 r , i i T � '• W - I r - ; I I_O I N qt'r Nl „W/1„x2 ovEf 5/4"X6" TRIM J 7_ 0 T.O. WINDOWS 7'-C" T.O. WINDOWS - �., 5/4 X6 TRIM U 5/ CA 4 WINDOW Ll _I I & DOOR SURROUNDS ' I r IT J J T (TYPICAL) Q W 5-0" KNEE WALL � , AW 51\ I 5/4" WINDOW _ l _ _ r _ ',r -'r �.'-J- - - o '�u� c p m & DOOR PSURROUNDS r J T e o I I I !I LJJ z 0 >Jr I a 71 � 0 T T 52 3052 3052 3Q52 �I� 1 �� I ^ 36' HIGH HAND RAIL EGRESS J 1 3056 L 3056 PER NYS CODE 0 R SS U EGRESS EGRESS �; EGRESS EGRESS � � � -T ]- o I � I _I - T-- J W — SIDING PER SELECTIONj. �_,� r ,-.r.�- � �- _ — � 1 _ Z J mR I�� - z W r - 'iT a � I OF OWNER i_�_ - . g T r ^� 1 rI-r 7 r r T� T.O. SECOND FLOOR I - T.O. SECOND FLOOR - s L Roo 6 1" x 8" Fascl rl All exterior lighting J �-_ - N N _ - , _ 10'_0" PLATE HEIGHT = 10'-0" PLATE HEIGHT �' W/i"X2" OVEf ASP L RCHI- T AL installed replaced or SIDING P ER SELECTION j-`- -=1 � O a1 ,hip conform T _J OF OWNER F11 L HD T� 1 I -44-14' r repaired l c rm _ - - ----- -- - - - -- ---- - ---- - -- to Chapter 172 -�� r r r r SIDING PER SELECTION J - I ' 1 8_-0" T.O. WINDOWS_ 8'-0" T.O. WINDOWS T T 1 r I WRAPPED IN O W U of the Town Code — _ I TT� - - -- 8"Xa" COLUMN r , -r - � T 1"x AZEK (TYP) �J it �T T� T I J I I --- rl - o I o r I � 7 203 0 � r 20310 ' - ' 20310 i rl - Biowcr door r� 1 - o r 3056 3056 �� ----- 01 `_--- T --a00 nd ductNvOr EGRESS EGRESS r I r'� ' ;- i� I � r rrV�FYP()N PER 30510 P 6070• � � ' I testing required. SELECTION OF O 'lER 30510 r --T J I 'r I j I I -r SIDING FPER SELECTION III J� -. _I-;-..r__I Tl r_ '� OFF OWNER I � i I T ', _' ! FWH 6080 - �J TO. FIRST FLOOR T.O. FIRST FLOOR FWti6080 rl r7 T �__ I T'_:.j 1 SWEEP SHINGLES GIVE I11 r r r � FOUNDATION WALL � �- J� �J � --� - �f �?-i r ... - � -I - _ r_: J � _ r - EL 17.5' �� 11 ' T� -I �I ' ' I - �i1 8"X8" COLUMN SIDE ENTRY LANDING WRAPPED IN ALLOWABLE ENCROACHMENT IF 1"x AZEK (TYP) LESS THAN 30 SQ. FT, FRONT ELEVATION REAR ELEVATION SCALE: 1/4 = 1'-011 77: SCALE: 1/4" = 1'-0" AP R VED PS NOTED .. ,a •.�.. 0 Charles M . Thomas DATE: B.P.# OCCUPANCY R � USE IS UNLAWFUL a r c h i t e c FEE: �� gy. �-- ---- -.�___ t NOTIFY BUILDING L'.„�i7Mr_NT AT WITHOUT CERTIFICATE PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 7o5-18O2 8 Aaf4 TO 4 ?�,1 FOR THE � FOLLOWING IfeSPtCT,�IwS; OF OCCUPANCY 1. FOUNDAT!ONII - TvrO r"EWUIRED PROJECT FOR POURED CC:"ACRE T E TRUSS PLACARD-NG RCQU6�EB 2. ROUGH - FRAMI,,;' & PLUMBING rETalll`1 STORM ��JATER RUP'IOFF 3. INSULATION' 4. FINAL - CO;: Tr" YID, 1-'N S[.I ,NT TO CHAPTER 236 . 'V MUST F,I� cornPLE F OF THE TO'VVN CODE. DO NOT PROCEED WITH ALL CONSTRUC'i IJI� SHALL MEET THE FRAM.' ,,I UNT11 REQUIREMENTS OF THE CODES OF NEW jN YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. F�.UMBING ELEVATIONS ALL PLUMBi%16 4VAStt, WATER LINES NEED TE8TING BEFO �;��„ �,;;1 . :' Must provide Manuals COMPLY WITH ALL CODES OF D, J and S as per NEW YORK STATE & TOWN CODES I�1YS Energy DATE os 3, 21 AS REQUIRED AND CONDITIONS OF �'Y Code PROJECT No. ��I'TFOLD TONI ZZ: PLUMBER CERTIFICATION DESIGN C R I T E R I A DRAWNG BY. MC ®M y J ON LEAD CONTENT BEFORE CHK BY. DWG No. CERTIFICATEOFOCCUPANC? SUBJECT TO DAMAG FROM SOIJTrOLDTGNIJTRUSTEES GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF SOLDER USED IN WATER SNOW SPEED DESIGN FIROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION [9-Foofl-F070 SUPPLYSYSTEM CANNOT LOAD CATEGORY LIINE TEMP. UNDERLAYMENT _ (MPH) WEATHERING DEPTH TERMINATE DECAY REQUIRED CLASSIFICATION INDEX 1 OF 4 EXCEED 2110 OF 1% LEAD. wr 20 110 B SEVERE 36" M DERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE = 6.72 PSF EDGE ZONE = 35.6 PSF RESIDENTIAL 34' 599 TYPE V TO' TO FlRM MAPS INTERIOR ZONE - 51.4 PSF INTERIOR ZONE = 28.9 PSF� Z/n I I HEAVY I MODERATE I THESE DRAWINGS AN6 ACCOMPAUAG SPECIFICATIONS„ AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIP U';E AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHIOLE OR IN PA T, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I • 1 - - I I _ THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. 1 - - - - - , 12 12 10� 1 —I ARCHITECT I I r ! _ REVISIONS D E S C R I P T I O N �T�� - --T- - -- - ' �-I _- _ =�I =I=`---_ � , r�� 1 II IASPH SLTHINGRL ROOF � - - _ - - - - I L I 7 JJL — — � -I T - _ 1- - - I T ' r r T - 1" X 8" FASCIA W/1"X2" OVER 8'- 0" PLATE HEIGHT T T� r [ 30310 IJI30310 T �� s/a"xs" TRIM P AL RCHI f C 7'-0" T.O. WINDOWS � TEMP TEMP �- _ _ _ T 5/4° WINDOW - --- -- • r & DOOR SURROUNDS (T VP I C AL) PER sELEcr'ION T - 2442 T 00 ?� 3 52 3052 -1 OF OWNER TEMP T J 3052 T T 36" HIGH HAND RAIL PER NYS CODE _ EG ESS EGRESS T T � T EGRESS Jl 12 T 11 A P AL RCMItEC�URALI I I I I _ - - - �L - T.O. SECOND FLOOR ` T - SIDING PER. SELECTION -- -- ---- N OF 'WNER 10-0 PLATE HEIGHT 1 X 8 AS W/1 x2 --- -- --' -- - - -- ,rJ� ! T� T ] 3056 3056 4" 6" TRIM - TEMP TEMP 5/ X _y T ) - El 8'-O" T.O. WINDOWS T T T_ 8"X8" COLUM 8"X8" COLUMN N °x AZEK ( YP) WRAPPED IN � _ ?_I 111--- T' I T I WRAPPED TIN 1"x AZEK (T 1 YP) T �T77 o T� 20310 Lu IX2 TRIM ON 1X10 BELT BOARD 1 TI-' T� o 1 'S1-P 30510 - 3051(0 0T1�+N R i� T � T� � SIDING PER SELECTION T ! _ I SWEEP SHINGLES OVE � � � I � - -� � � -T ��T � SWEEP SHINGLES OVER � O R� / FOUNDATION WALL T.O. FIRST FLOOR LJ__I FOUNDATION WALL \� r��J � I l J � - - - W Q 7�rj T T� _ EL 17.5' o -� o Qu 36 HIGH RAIL AROUND m O I--L BASEMENT ACCESS w ISTAIR w W STAIRS TO THE W BASEMENT I Z SIDE ELEVATION w o Q l�J SCALE: 1/4" = 1'-0" I W (Y} z O i j O BASEMENT SLAB O BASEMENT SLAB ( 1 LLJ 0 z zW . . LLJ o ® o (y oZ o : o WQ u -- - - fi I--` 12 I I I I r Am 1- 1 1 11 1 11 1 1 1 LI II I I I I Y-h T- -1-1+ 1 11 1 11 11 1 1 T- - - LLJ Ail - HIN � IF I _ T T R IIF I - I ill x„s2 o R -=i- I' 41A 1- - �T T� rr 5/4"X6" TRIM �, 5/4" WINDOW r _ �' T S HALT'ARC ITC R IL & DOOR SURROUNDS j T k1 Charles 1 Y 1 ■ Thomas Q Y I - YI �1 ? - - „ J � 3042 3042 T a r C �"1 � t 36 HIGH HAND RAIL PER NYS CODE I 3052 �� _! T 3052 TEMP TEMP T 2452 ! 2452 _- e C L EGRESS ' ! T EGRESS ! T� �r Y _' _ -1 T-, �� i l r�' 1 — PO BOX 877 JAMESPORT, NY 11947 (631) 727 7993 12 T _T 7 T T JJ r ! —_-- - �T� T� T� �' I >�T _ A HA T AR F41 E T R TL 11 �I -� ry 7J4� — rr Slb N PiE �S IrEC I N T-� r 7 r r W r r 1 X 8" FASCIA T � � -TLL - T r T W/1 X2 OVER �JTI�T iJTJ ! ' r r ?J 5/4"X6" TRIM BWRAP PEDUINN — r I AZEK (TYP) - -I I r� 8"X8" COL N WRAPPED I ,°x AZEK cTY ELEVATIONS T 2042 2042 2442 - TEM P I�71 T� 305 0 L51 2456 2456 J T I T DATE: 8/31/21 J� SHINGLES OVER PROJECT No. SWEEP SWEEP SHINGLES OVE FOUNDATION WALL DRAWING BY. Mc CHK BY. FOUNDATION WALL T TJ JI , JTJ SIDE ELLEV DWG No. ATION oo XT 0- 002- 2OF5 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS„ AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLCATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHIOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I� I i 32-o" THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. " 72' 12'-0" 6'-9" 12'-0" I 1. ! n - LINE OF DECK BELOW ARCH IT _CT ML HEADER ML HEADER I 8"X8" COLUMN WRAPPED IN 32-0" 1% AZEK (TYP) ' 1 Q 36" HIGH HAND RAIL PER NYS CODE 3 I REVISIONS"-- 0 E S C R I P T I O N w ® 27'-0" ® 1 COVERED m BALCONY m Y J UI w _ = DECK o o �o SINGLE PLY RUBBER ROOFING o Oj N I I o z U io OVER 45# ROOF FELT ON 3/4" CDX PLYWOOD , SHEATHING. 2X10 ACQ DJ Q16"O.C. O z =CO h PITCH ROOF FROM RESIDENCE = z J S Z L) 20'-0" 12'-0" J 3'-44" 5'-104' 6'-81" 6'-81" 5'-104" 3'-4 .. 4'_ :M o 5,_2 .. 5'-2j" 4'-9i" 5'-21 2'-2j" ( 2 I 4'-7" LINE 0 WALL ABOVE G ESS FWG 6070 EG 56 ESS impson Strong-Tie 8' (2) 9 �" ML HEAD R o I"N't 8" Si pson Strong-Tie HDU (CORNER HOLD DOWN) o H U CORNER HOLD DOWN 30510 FWH 080 P 070 F 080 - 30510 1 FWG 6070 A 251 ( ) N ((3)l 11a ML HEADER {3) 1 b" ML EA ER �/ (3) 11 �' EA R, M N 6X6 POST 6 X 6 0 T w (2) 9 �" ML HEADER M c� � (TYP) YP) w 19'-0" 11'-8" oco 31'-0" BAR LO In to i BEDROOM 3 Lj Mw N DINING _j ';'co MASTER Z = III Ym BEDROOM N r - F - - - -T O Zo wo M I SMOKE o O I I O DETECTOR LING TO 0'-0' N O � Y i W I M N')o O � _ _ SMOKE 0 -Lu ILL OI N li —DETECTOR ° ? O O U UI U 01 N 6 o L NO O N M0 I w 3'-2" `ti �O ro N iw (0 Ln - 10- N = CLOSET N O W .-- I(V N l ® w ® LIVING P.D. 2670 00 N ISLAND L ROOM r KITCHEN I L °�o �0- I N ® U - O W.I. = W.I. CLOSE I CLOSET 1 6'-9" 2'-10" Lei O J ��* Q - L — — J BATHROOM L I -7 3'-6" 5'_71" 5'-7" 4'_0" 5'-4" m Q 2 ill F010 ( - 10 FAN TO EXTERIOR O O I CO 0� 3'-0" N f I SMOKE LL O ,d. I o I I Id- Olo- �—DETECTOR '�� N e ir) I 12'-8" TECO C NECTI -6" 62PT 1 = w CARBON w O u�`H W ©�—MONOXIDE o Z ulI ^^ (O ML HDR FLUSH _C*)T. I io f tO = O DETECTOR o 2'-0"_ _ — — ML HE ER FLUSH �o� _ _ _ _ olo W MASTER r ` V n U I N BATH w L — L — REF._ L 4DST 1 a -T- 15'-5" 4'-9" 7'-6" 0 W 1 dn, 3'-4" N T ) w mi 125 CFM EXHAUST = ® �II o I FAN TO EXTERIOR a p co w m I--' �1 04 SMOKE Q o I M P.D. 2070 o O —3'-8_ V R--DETECTOR p W Q _ _ _ I = w = NOOK I ' j O O CARBON -- - 1 3 o O O ---MONOXIDE --1 I Z c O I" OCDETECTOR A. ^ I 0) -'o I SEE DETAILo of w OI I z �m N o 1 -6 6'-2" Q 0 o 7'-0" CLING T N Z LO CLOSET ENTRY I 3 TaAa Xo Z W N HONE 4'-2" i� ap Z = zU n 125 CFM EXHA ST u' I I I p I d>- iD Q o�p FA TO EXER R \ ?p� O� r� O OZ I pp o I w = W O LL `f' U � i ML NOR FLUSH 15'-5" 3'-5" O �o N 4X( )S� T I — — -0L — -r O w Q L N �° 6�2 0 �CLO ET N BEDROOM 1 �o'`° �6�o cLosEr N 1r n u 3'-0" 4'-6' 5'-2' SMOKE 14'-0" = Of-DETECTOR �6) d mkt O 6 c _ z � N �! r- ---, I j 125 CFI EXH UST I FAN TO EXTERI �p 36" HIGH HAN RAIL RE' = I GUEST �o NYS CODED t 10 Wo BEDROOM pip z 4% �m I j I BEDROOM 2 00 Pl C7 p SMOKE O I LAUNDRY ° +SIDF- 1° I OS DETECTOR = a N N —SMOKE J - SMOKE ROOM you ENTRY o �� W I_ N 11 AL --ja-sTs 36 SERIES 14" TO JOISTS 360 SERI �, �- J a 0 0 16" OC. 0 16" OC. 0 lco v "' — — — 5'-0" o �E in d 13'-0" — —7=g"— — o g'-6" Nit p � UEEN N PROVIDE TILED SHOWER PAN N 13'-1" 2-0" 3'-5" QBED11'-g" J in W/DRAIN C WASHER, O G7 - N PROVIDE TRAP PRIMER 0 r7 I FOYER I DRAIN. EXTERIORVENT YER TO O iv o 3 I O DETECTOR 10 SMOKE (2) 056 w I rON (2) 052 H- Y o EGRESS O Opp — — M i Q SIDE ENTRY LANDQ}G EGRESS I 1 OI ?pp 9J5 I I 1 0 N — ALLOWABLE ENCROACHMENT O IF LESS THAN 30 SO. FT S 1 U PER CHAPTER 280-4 --- M 20 10 20 10 20 10 _DINE OF WA LS BELOW 5'-6" 5'-6" 4'- 4'-0" 3'-11" I 6'-8' 1'-11" 31 J 3 W w „1w W w� W Q I J Iw Charles M . Thomas w1 m I m Q I Iw m l w l 00 1 3 im 1 1 �I I �I W 1 W a r c h i t e c t J J � J `� _ `� o Y �� STUDY w z (o o FRONT PORCH 31 W = a I o o I - - co 1 o J J I Y I� `° PO BOX 877 JAMESPORT, NY 11947 (631) 721-7993 JI I I� o I �c, I 1 O Io I 8"X8" COL MN Z I PROJECT WRAPPED IN 1% AZEK ( YP) (3) 11 ML HEADER — — LINE OF WALLS ABOVE (2) 9 �" ML HEADER 17'-0" II— — —I (2) 052 EGRESS 11'-0" 21'-0' �' 5'-5j" 7'-11�' 6'-0" 11 IM 13'-5 j" 6'-15j" 32'-0" 12'-0" FLOOR PLANS 32'-0" i DATE: 08/31/21 PROJECT No. F I S T F L 0 0 R P L A N �- />�- PROJECTAWING BY. MC SCALE: 1,/4" = 1°-O" � S E C 0 I ND FLOOR PLAN I� CHK BY. FIRST FLC)OR: 1537 SF Z SCALE: 1/4" =L 1'-0" z DWG No. TOTAL HOUSE: 3162 SF W SECOND6FLSOR�. 1558 F W z ❑A - 003- o0 Z 3 Of 5 Q TOTAL HOUSE: 3162 S' Q S ' � THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, A;S INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLCATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PAS T, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I I THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. FRAME RE VERSE FHROUGH AND LAYOVER MAIN ROOF i„ IMF- 32'-0 �„ tyA t ' 12'-0" 6'-9" 12'-0" 1 t LINE OF DECK ABOVE - - - - - - - - - -� ,- - - - -� - - - - - - - - - - � y' ARCH IT _CT 00 — O 2X10 AC GIRDER — )2X1 Q GIRDER /JP 12"0 SONO TUBE ON COLUMNS OVE 77 24"x24"x12" FOOTINGS N (TYPICAL) I R TER TO WALL REVISIONS D E S C R I P T 1 0 N 3 3 " HIGH HAND RAIL PER NYS CODE " MIN 36" BELOW GRADE o o 14 10d x 1 1/2 FASTENER (MUST BE VIRGIN SOIL) Y I w w U I Y BALCONY Y p = w <w W °p I 0 C0 I OI o p w0 N I Q ® N w =N w _ I _ z O w �z J x I 2'X10" rr =a 2"X10" rr N @ 16" OC. Q 16" C. 32'-0" 2"X10" ACO LEDGER " " . ' ` � MTS12 2 X10 rr 2 X10 rr — — — ® 16" OC. ;„v CAD 16" OC. o BEDROOM 3 D10 10" 30'-4" 10" I 1 VI N I I I I o N VI MASTER w ofi Ll M Ym 1 0m RAFTER TO WALL UNFINISHEDI I SCALE: N.T.S. CELLAR 9'-0" CLG HT ;.� 0 I I ( 2"XK10" rr o 1 2"X1 O" rr 4" POURED CONCRE E SLAB 116" OC. OVER 6" MIL. POLYE HLENE I I ® 16" OC. VAPOR BARRIER 0 WELL w_ I COMPACTED POROU FILL I I— "`° ti� �p En N N NOTE: ENTIRE CEILING, SHALL I I CLOSET CS16 0 BE SHEET ROCKED WITH 1/2" I 2 o STUD TO BAND JOIST LO TYP 'X' PER 2020 NY CODE I I o ti (20) 10d x 1 1/2" FASTENER C CD if '(1 z ® 11re Nklo ® ° MTS16 . . D35 717" 0 — C SET CLOSET w UJ y Q o C) \ Lr- 3 1/2" STANDARD STEEL I F_ 4'-4" 1 N PIPE COLUMN I I � 0 ON A 30'X30"X15" DEEP I °� r� (y� O POURED CONCRETE M I t I I ° ° w ♦ W tD I I FOOTING. POST FROM ABOVE P) "� I Ip I ° I 1i- ° L,J ( ) UJ 10" I "� 6'-�" _ 6'-2" _ _ 0.. 4- .. _ 9. 7.. I o LTP4 U > UJ _ _ - _ _ o" I I ( � J LTP4 ° — � 1 W III I 1 6 HI H H N AIL PER NYS CODE I I I BAT 11 / I o Uplift connectors shall Q w < z L — _J L — --I L t _J L t I �- % � x rz bypass each other to L'�J - O I w N N LTP4, spacing as required for prevent cross-grain Q =1 m I P.D. shear. SSP spacing for uplift. tension of band joist. O 10" P.C. FOUNDATION WALL F n I I G W/(,2) #5 BARS TOP & BOTTOM N _ - I 1 J _ L �/ I o ON 10"x20" P.C. FOOTING I I oo D I °D - SILL TO RIM JOIST W — J W/(;2) #5 BARS CONTINUOUS r` I I I c I I I I ° 11 L RI GE 7'-0' CLG HT (12) 8d x 1 1/2 FASTENER Z Z W o _ o Ll._ M �./ J wwwom F_ 7O U � � 16'-2" 4'- 9' 7" i I 0 W � I— O Ridge Beam Iy U 14" TJI JOISTS 360 SERIES ( 14" TJI JOISTS 360 SE IES I B E R M 1 —J Q 10" 4' 4' g' I 1 O ® 16" OC. ® 16" OC. to r=IN o O- IwQI I I X L)O� I I WQIEME H ROOM I Z SMOKE DR 0 1 2 w �_ I r 7 O—DE ECTOR I 7 - - � � RIDGE CARBON I Q 1O ';' c ' C MONOXIDE POURED CONCRETdy TI O DETECTOR ILO SLAB OVER 6" MIL. I e �/ti I RAFTER 4'—C, I ( POLYETHLENE VAPO"ELLR I t0 W _C� PROVID 5/8" TYPE "X" GYP. L FURNACE13D. ON CFORNATALLEOAST ICOMPA'ARRICTED POROUS I I d O `9(( 1FILL 000, I i R L — — —I 10" 11'-0" 19'-4" GIRE T VENTS PER I 10" I ° ,. II Simpson Strong Tie c 3-0 ON ALL SIDE S BURNER' _ _ _ 2 X10' rr 2'X1 rr. WITH CEILING COLLAR TIES 32" O.C. hN A L — — — — — — — — — — I — — — CS-20x18" MIN. WITH (7) lOd COMMON NAILS LZ o I- - - - - PER RAFTER INSTALLED OVER PLYWOOD — io BEAM POCKETEACH CHWHB O I LIE R ( I— — — — J RIDGE STRAP TIE GIRD RINTERSECTION) — — — — — cwn a — — — I o 10 I J SCALE: N.T.S. w O I z w J Z J r— UNEXCAVATED _ Charles M . Thomas J 4" POURED CONCRETE SLAB OVER I 3 I I J 3 6" MIL. POLYETHLENE VAPOR I W DO 00 BARRIER ON WELL COMPACTED z V- 0 Ly, w a r c h i t e c t CD N I I POROUS FILL I I Y o - PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 8" P.C. FOUNDATION WALL I I a I J J o (1 W/(2) #5 BARS TOP & I o 'n 2"X10" rr 2"X10" rr 0j o I•°I BOTTOM ON 10%20" P.C. I Z Ln Z °i PROJECT FOOTING W/(2) #5 BARS I COLUMN ABOVE D — — CONTINUOUS — — _ — I Q (TYPI A MSTA I •I I I• I ° •j ° D58° 17'-0" 4'-0 5'-0" 6 11'-0" 21'-0" 32'-0" Simpson Strong-Tie FOUNDATION PLAN AND ROOF FRAMING PLAN ADJUSTABLE HANGER SCALE: N.T.S. DATE: 08/31/21 PROJECT No. F 0 U N D A T 1 0 N P L A N DRAWING BY. MC SCALE. 1/4" = 1'-0" R 0 0 F F R A M I N G P L A N CHK BY. z SCALE: 1/4" = 1'-0" z DWG No. W LI J [9-FO-0-4140--ol z z 4OF 5 • C� Q L THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLCATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR M PA T, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I II THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. 11 " ML RIDGE - ARCHITECT ASPHALT APrHITECTURA,L ASPHALT ARCHITECTURAL sHIr1GLE ROOF SHINGLE ROOF REVISIONS D E S C R I P T 1 0 N / OG' 2"X6" COLLAR TIES \1 ® 32" O.C. gyp•• ASPHALT ARCHITECTURAL ML RIDGE 9 12 oG 12 9 SHINGLE ROOF 11 �' �PF UNFINISHED 12 12 q�TF�SQ TYPICAL ROOF CONSTRUCTION \;.. 9D �9 \_._\ \ 1^ �O ATTIC �, ASPHALT ARCHITECTURAL SHINGLE ROOF OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. TYPICAL ROOF CONSTRUCTION 2 xs COLLAR TIES - � `7iG ti c 2'X10 ROOF RAFTERS 0 16" O.C. ASPHALT ARCHITECTURAL ROOF SHINGLE ® 32" O.C. OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 1 2"X6" ® 16" O.C. FOR 2"X1o" CLG. JST. @ 16" O.C. TYPICAL CEILING CONSTRUCTION 2"X10" ROOF RAFTERS 0 16" O.C. TRAY CEILING a \ 5/8" SHEET ROCK 2" X 10" CEILING JOISTS 0 16" 0. TYPICAL CEILING CONSTRUCTION 0. 2"X10" CLG. JST. @ 16" O.C. \� 8'-0" PLATE HEIGHT 2"X1o" CLG. JST. 0 16" O.C. WALLS AND CEILING W/ R-49 BATT. INSULA11C -- - - - _— TRAY CEILING FR M 0 2" X 10" CEILING JOISTS ® 1 ' -- _- - - ^ ' e-o TO 10-0 5,¢_" SHEET ROCK 7'_-0" T.O. WINDOWS W/ R-49 BATT. INSULATION 12 ® WALLS AND CEILING o HD R TYPICAL WALL CONSTRUCTION -3d INSULATION IN COMPRESSED v � 0 � SIDING PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2" TYPICAL WALL CONSTRUCTION 30 AREAS ; �. o MASTER CD X PLYWOOD SHEATHING ON 2 X6" WD. STUDS 0 16" O.C. 2" X 6" STUDS ® 16" O.C. R-21 INSULATION �- - STUDY emu' \' �'` BEDROOM R-21 INSULATION 'co 00 BEDROOM 3 00 305? 3052 0 6.� \ EGRESS I E_PEss � 14" TJI JOISTS 360 SERIES p � s i \ 14" TJI JOISTS 360 SERIES TYPICAL FLOOR CONSTRUCTION ®sue OC. W/ wj R4 21L AO 012" OC. W/ 3/4" PLYWO TYPICAL FLOOR CONSTRUCTION \\ SUBFLOOR W R-21 BATT / 14" TJI FLOOR JOISTS 0 16"O.C. �, 14" TJI FLOOR JOISTS 0 16"O.C. INSULATION T.O. SECOND FLOOR INSULATION W/3/4" PLYWOOD SUBFLOOR W/MIN. SOUND INSULATION W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION - - - - I I SIDINGPER SELECTION \ 10'_0" PLATE HEIGHT OF OWiIER --- --- -— - HEADER HEADER -;. L %" SHEET ROCK i WALLS AND CEILING --- 8'-0" T.O. WINDOWS -- - - TYPICAL WALL CONSTRUCTION SIDING PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2" II iI , CD X PLYWOOD SHEATHING ON 2"X6" WD. STUDS ® 16" O.C. R-21 INSULATION o _. :` LIVING ROOM II'0310 I! �0310 0310 0 o LINE OF \\ �jl ;o STAIRS BEHIND 3056 3056 =FR N ORC L EGRESS EGRESS TYPICAL FLOOR CONSTRUCTION 14" TJI JOISTS 360 SERIES 14" TJI FLOOR JOISTS 0 16"O.C. 0 12" OC. W/ 3/4" PLYWO W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION SIDING PER SELECTION SUBFLOOR W/ R-21 BATT OF OWNER BLUE STONE ATiO� T.O. FIRST FLOOR Ij INSULATION L - - - - 2"x6" ACO SILL PLATE ' O �� / 1/2" SHEET ROCK TERMITE SHIELD, SILL SEALER, V uj OMPACT & FILLED C x CEILING 288" DDIA.O.C. ANCHOR BOLTS I—III I_I ��/ -I I I— z 0 8" 8" POURED CONCRETE 8" lollV. �\ ® 0 CO ;;) FOUNDATION WALL ON ,;\� UNFINISH D 0 to AU 8"X16" POURED CONCRETE LINE ` ' o CELLAR ♦— (n >- FOOTING STAIRS \�, �\\ f - - - - - - - - - - - - - - `\ °) CAJ N S C R O S S S E C T I O N " " - - - - - - -- - - - - - - - " " 10" P.C. FOUNDATION WALL 10 „ W/(2) #5 BARS, TOP & BOTTOM Q 1 SCALE: 1/4' = 1'-0 US 2 N 20"X10" P.C. FOOTING I f /O #5 BARS W I CONTINUOUS Q l o mz o 0 I�J 4 POURED CONCRETE SLAB " Q a 4 MILL VAPOR BARRIER r 1 Q0 ,o 12 S CRO S ECTION (w ZW D0 1 SCALE. 1/4" = 1'-0" O 0 i oZ U � � < W Q U °� In W �a a= .I 3 NOOK 4"VENT 4'VENT 4'VENT RU ROOF iRU ROOF TRU ROOF oo J� J� CEILING DRYWALL TAPED CEILING DRYWALL TAPED (TYP.) (TYP.) i0 WALL DRYWALL �TO WALL DRYWALL J ROOF DRYWALL CAULKED.CLUED DRYWALL CAULKED,GLUED OR CASKETED TO TOP PLATE OR CASKETED TO TOP PLATE I I 1 �2•__"j-"_�2• _ I I-___ 2' SECOND FLOOR F_^ 1 • j T' _ �I 2V I N 1 1 'V GP- 1 2 V DRYWALL CAULKED.GLUED DRYWALL CAULKED,GLUED I — I 2•V 1 1 2'V I N OR CASKETED i0 BOTfOM PLATE OR CASKETED f0 BOTTOM PLATE I / I e I 1 I BOTTOM PLATE CAULKED BOTTOM PLATE CAULKED /'I 1 -I �-1-1/2'V _ 1 1 1/2 V III OR GASKETED TO SUBFLOOR OR CASKETED f0 SUBFLOOR / w I I I I / I 1 o= 1 r I r 1 3 / LAV i LAV I I W C I I I w.0 I LAV I LAV 'coO / U hL Un LU AULKL U h U AULK HO SE I I oZ / CASKETED TO RIM JOIST CASKETED TO RIM JOIST I I o SHOWER 1 I p I I RIM JOIST CAULKED OR RIM JOIST CAULKED OR I I I TUB (,A�KFTFO TO TOP PI AM WINDOW � 1 I •� 2 LAYERS OF h' DRYWALL CAULKED,CLUED DRYWALL CAULKED,CLUED I I I SECOND FLOOR SEAT COX PLYWOD OR CASKETED TO TOP PLATE OR CASKETED i0 TOP PLATE Charles M . Thomas STAGGER SEAMS i 3' 2' i i 3• p' 1-1/2" C.O. LANDING !' `� OR CASKE CAULKEE TED TO - Y_ 2 a r c h i t e c t II �' O 2'X6'NAILER PO BOX 877 JAMESPORT NY 11947 631) 727-7993 CANT. 1 GA-2 V I -2'V -1-1/2'V 2 V I DRYWALL CAULKED,GLUED DRYWALL CAULKED.GLUED ¢--1-1/YV (1)-1-1/2'V I �,-i/2'V 1 1 PROJECT OR CASKETED TO BOTTOM PLATE OR CASKETED i0 BOTTOM PLATE I N BOTTOM PLATE CAULKED BOTTOM PLATE CAULKED I WASHER 1 I I I I I WISH v OR GASKETED TO SUBFLOOR OR CASKETED TO SUSELOOR I LAV I w.C. LAV I W.C. SINK I I WASHER FRESH Al INLET I 1 T.O. FIRST FLOOR FIRST FLOOR S dtL u-ULULD, AULK a LD SHOWER CAULK I 1 1 I I CASKETED TO RIM JOIST CASKETED TO RIM JOIST I �Ivt RIM JOIST CAULKED OR RIM JOIST CAULKED OR `; T t FIRST FLOOR SILL PLATE INSTALLED OVER SILL SILL PLATE INSTALLED OVER SILL 1-1/2' GRADE 1-1/2" 3' 1-1/2' 3' 2' 1-1/2' 1-1/2' CASKET(SILL SEALER) GASKET(SILL SEALER) C.O. CONNECT TO APPROVED P.V.C. PIPE PITCHED CROSS SECTIONS NOTE SHADED COMPONENTS NOTE: SHADED COMPONENTS F.A..I. & SANITARY SYSTEM AS PER N.Y.S. CODE DESIGNATE AIR BARRIER SYSTEM DESIGNATE AIR BARRIER SYSTEM LANDING o I Lij PLUMBING RISER DIAGRAM BASEMENT DATE: 08/31/22 SCALE: N.T.S PROJECT No. DRAWING BY. MC AIR HALING DETAILS AT CANTILEVER AIR SEALING DETAILS CHK BY. DWG No. [A]- 005- 00 D NOOK DETALIL 1 SOFS 1 SCALE: 1/4" = 11--0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLCATION SHALL'BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PA T, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TABLE R 301.7 TOP PLATE FRAMING TO ACCO ADATE ---- CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180 _ SLOPES THAN 6 W/NO TOP PLATES > FINISHED CEILING l SECOND STORY TOP PLATE— TABLE 3,1 ATTACHED TO RAFTERS WW MM c- TOP PLATE SEE DRILLING AND 16d NAIL: AT 24" O.C. GYPSM BOARD INSTALL IN STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD r� BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX SEE DRILLING AND SEE DRILLING AND MEMEBERS NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40% o BOTTOM PLATE WFCM SECTIOM 3.3.1.1.1 NOTCHING PROVISIONS 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 Id WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE EXT. WALLS W/ PLASTER OR H/360 0 STUD DEPTH STUCCO FINISHE „ NSTALLED IN ACCORDANCE / EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE i � NAIL AT 6 O.C. WITH WFCM TABLE 3.1 ALL PANEL EDGES) „ WITH BRITTLE(b) FINISHES �� n ° T 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the cn OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6 O.C. GYPSM BOARD INSTALLED IN deflection limits herein. BEARING AND 3.3.1.4 BRIDGING ALL PANEL EDGES ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT b. For cantilever memebers, L shall be taken as twice the lenght BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BE LOCATED IN THE SAME: of the cantilever. CROSS SECTION OF CUT OR OF STUD DEPTH, THEN..STUD MUST BE WALL CROSS SECTION OF CUT DR 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or DOUBLE AND NO MORE THAN TWO 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of SUCCESSIVE STUDS ARE DOUBLED LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not AND 50 BORED z c° N BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of OR BLOCKING T WOOD STRUCTURAL PANEL su{roeoc additions or patio covers, the total load deflection shall 16d NAIL AT 24" O.C. INSTALLED IN ACCORDANCE WFCM 2015 SBCr HIGH WIND EDITION /120 TABLE R 301.2.2.2.1 WFCM 2015 SB C W JOIST o e WITH WFCM TABLE 3.1 HIGH WIND EDITION I TI O N SILL PLATE3.4.3.1 .1 FI U RE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF ° ° . � SECTION SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE 8d NAIL AT 6 O.C. ON ALL COVERING DEAD LOAD OR BASEMENT SUBFLOOR FRAMING MEMBERS AT PANEL NOTCHING AND BORE HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS MONOLITHIC EDGES AND 12 O.C. ON ALL FOUNDATION SLAB—ON—GRADE FRAMING MEMBERS NOT AT FOR INTERIOR Ng10NBE RING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED OLE LIMITATIONS EXTERIOR CORNER FRAMING ROOF ONLY 1.0 1.2 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUSW � NON— BEARING WALLS: 602.E 1 �C 2 LATERAL BRACE AT 6' O.C. N FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2)TYPICAL WALL, FILO O R 8c ROOF FRAMING- JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED L1J O WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-Tod NAILS N FOR WOOD STRUCTURAL PAN ELS ROOF FRAMING DOUBLE TOP PLATE ' TRUSS OR CEILING JOIST 0 W F A T E N E R SPACING (inches) SEE STUD TO RAFTER Z FASTENER SPAN 4 FEET 6 FEET SECTION A-A C 1.1 PPLE TUD OR STUD TO STUD DETAIL GABILE END TRUSS Q BL CKTNG TYPICAL <_ 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL ONNECTORS Q 0 Y < 6 FEET < 8 FEET 1/2� SPACING A A R QUIRED � — — ALLOWS E CH SIDE NO. 8 WOOD SCREW '1" " „ HOLDDOWN ' NAILS 16 10 8 INSTALLATION NAILS J ANCHOR WITH 2 EMBEDMENT FII HEADER STUDS FULL LENGTH 5d COOLER NAILS AT 10" O.C. LENGHT DOUBLE A A WA STUDS I— Q STUD (MIN.) CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH AT HARDWARE ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 161" 12" 9" HOLDDOWN o o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2 EMBEDMENT (HDU) ° ° ° CONN CTO S N UPL AT BOTTOM OF HEADER STUDS IN NOTE: SIMILAR REQUI ED ADDITION TO CONNECTORS AT " 0 W LENGHT ° ° CONNECTION AT EA H SIDE CO NEC R 5d COOLER NAILS AT 7 O.C. FOUNDATION. R UIR WALL STUDS AND AT TOP AND z Q ° 2-16d COMMON BOTTOM OF CRIPPLES 20 GAUGE STRAP LJJ 1/4" LAG SCREW BASED ANCHOR 16"' ,6" ,6" SIDE WALL ° o NAILS AT 6" D.C. FLOOR BRACING A T END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS o (n WITH 2 EMBEDMENT END WALL WFCM FI GU I ,r 3. 6 ) CONNECTIONS FOR OPENINGS Q W LENGHT ( SUBFLOOR \ 8d NAIL AT 4 O.C. �--i I ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEIEDS AND A 33 FOOT MEAN ROOF HEIGHT. FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST 0 12" MAX. ( WFCM FIGURE 11 c. ANCHORS SHALL PENETRATE THROUGH THE. EXTERIOR WALL COVERING WITH AN �' V NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2'_" INTO THE BUILDING FRAME. CD ,� SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. Irt w TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASOPNRY/STUCCO SHALL BE ATTACHED USING < PROVIDE RAFTER TO VIBRATION—RESISTANT ANCHORS HAVING AIN ULTIMATE WITHDRAWAL CAPACITY OF NOT ° � H NO CEILING RIDGE TENSION STRAP cV LESS THAN 1,500 POUNDS. � ° H/2 BUT NEED OT �'� '•'' CENTER 2x BLOCKING RIDGE HANGERS IF cv DIAPHRAGM USE 8-8d COMMON NAI S �y H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1 4�' N WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) o ° ° EXC ED 15 FT. AX. EXXCEED 40 FT. MAXI. 15 32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP �- HOLDDOWN CORNER STUD ON CABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW a- (HDU) ° ° Ile o CONNECTED TO ROOF RAFTER ° ° o TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS w ° ° FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING o " `f) 20 GA. STRAP- DOUBLE STUD MIN: PREFERRED METHOD z 14" WIDE MIN. AT HA DW RE 8d NAIL AT 12" O.C. ON a ° RAFTER HOLD DOWN W�(8) 8d NAILS ALL FRAMING ME BERS EACH SIDE B ACKETS AT SHEAR WALL CORNERS NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM w RIDGE BEAM 16d NAIL AT .FLOOR TO FLOOR PI-ID5 24" RIDGE TENSION STRAP DETAIL cz CONNECTION - ° TABLE R 301 . 5 NOTES N FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SC EDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES O.C. (ALL PANEL b.SECITRONIER802 AT WIC SPACES TMEETING IONAL C THE RE°JOISTS UIREMEAND NTS IN T A B L E R301 . 5 �- NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE '`- RIDGE SIMPSON CS-20-4 INCHES MIN. 6-Sd PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND Simpson Strong — Tie - INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO }� T RAFTER TO STUD SIMPSON H-7 ANCH R 4-Bd TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI )C 8 Bd TO STUD CONNECTION ( CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 >- A — Chimney I r C) ml I n g 2-Bd TO PLATES WCFM HI H WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE z 1 FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD CONNECTION A OUTSIDE C CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE 1- 3 ROOF RAFTER RIDGE DETAIL_ STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE 4-8d TO PLATE GYPSUM BOARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND C L- NOTES: SIMPSON STRONJTIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 w 3 SCALE: N. T.S. - ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT iATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVEI CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SID WA d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT TABLE 3.2 FOR FOUNDATION CONNEC IONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° EDGES) ANY POINT ALONG THE TOP DECKS 40 -• (� NAIL PENETRATION INTO FRAMING IS GRIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR t WOOD STRUCTURAIL WALLS. PASSENGER VEHICLE GARAGES 50 ®II * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE ACCORDANCE WITIH HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L x TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 0 '0 NAILING SCHEDULIE \-16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m �I (TABLE 3.1, WCFM 201;5 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 0 LOAD REQUIREMENT. a. ® HIGH WIND EDITION) g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ® z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40 (9) 8d NAIL AT 6" O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED AT PANEL EDGES AND B INSIDE CORNER DETAIL WITH TRUSSES THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE SLEEPING ROOMS 30 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGE'S BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE I r-2 CORNER BRACING DETAIL TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS 0 MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: EXTERIOR C(ORNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY a +a SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND Simpson S l I�O n g — T I e 2.1 SHE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. I (TABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon prescriptive a ~p approach using the ( TABLE 3. 1 WFCM 2018 HIGH WIND EDITION , SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC CONNECTIONS RESISTING UPLIFT LATERAL & SHEAR LOADS published by The American Forest and Paper Association. Non- Structural elements G E N E R A L N 0 T E S: MAX, ANCHOR BOLT SPACING (INCHES) NAILING SCHEDULE are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. ~,^ II ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, t RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on g�. NUMBER OF NAILS municipal, local zoning and building codes and ordinances JOINT DESCRIPTION NAIL SPACING 1/2" ANCHOR BOLTS 31 sheet no. 1 havingjurisdiction and best standards of construction Jf, COMMON NAILS 1 - FLOOR All non engineered lumber to be Douglas Fir#2 or better t ' LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 practice. RAFTER TO TOP PLATE TOE-NAILED Wind Limitations-Section R301.2.1 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.28 The American Institute of Architects Conditions shall apply Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this project. 4-8d PER JOIST 2• WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED TII�E Protection Fastening Schedule For Wood Structural Panels CEILING JOIST TO TOP PLATE TOE-NAILED LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). 9 ) 2. The Contractor shall verify all conditions at the site. Any 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED) 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 prior to Commencement of construction. The Contractor shall be CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Light and Ventilation-Section R303 responsible for corrections not reported once he has started work / Minimum Room Area-Section R304 except for hidden job conditions. z Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and o Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. F TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he Landing-Section R311.3 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Ramps-Section R311.6 the work in accordance with the construction documents. The 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by Cn Handrail-Section R311.7.8 the contractor No changes shall be made in the documents TOP PLATE AT INTERSECTION FACE-NAIL w STUD TO STUDFACE-NAILED 2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written o Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16 O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous Foam plastic-Section R316 insurance coverage statutory policies (Worker 2-16d PER 2X4 STUD Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability in an mount not TOP OR BOTTOM PLATE TO STUD (END-NAILED) Insulation-Section R316 less than $ 5 million and automobile liability and damage (n T N 3-16d PER 2X6 STUD • . , 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 Y 9 Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be r- FACE-NAILED 2-16d (SEE NOTE 1,2)t PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. > N Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous CO a, FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDERTOE-NAIL 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized Elevators and Platform lifts -Section R323 or pressure creosoted. 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor 3-8d PER JOIST ° per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED found upon excavation, 11. All electrical work to be in accordance to the rules and O 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is BAND JOIST TOJOIST END-NAILED to be presented to the Owner at the completion of the job. N 2-16d PER FOOT Foundation Notes: 12. Plumbing Installation to comply with State and Local codes LUO BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system tomeet Health Department standards. bi 2-8d EACH END 13. Do not scale drawings. Use figure dimensions only. O7 ^I BLOCKING TO FLOOR JOIST TOE-NAILED 8" poured concrete foundation wall, 8'-0" high, 3000 # test g g l V Minimum depth-Section 403.1.4, 48' minimum coverage to to of footing 14. All work to conform to the rules and regulations of the New York ROOF SHEATHING P g P g Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test lazed and all exterior door to have insulated cores. " 8d 6" EDGE 6" FIELD �� g STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16 OC 2-1 3/4%11 7/8 Microlam Girder (or 3 1/2"x11 7/8' Power Beam) 15. The insulation protection as indicated on these plans exceeds W 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier z GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 8d 6" EDGE / 6" FIELD P # P the Code's minimum standards. Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL CJUTLOOKERS 8d 6" EDGE / 6" FIELD 30"x30"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for 4" FIELD" EDGE CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q O GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4 / Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. r 1 CEILING SHEATING 17. Architect has not been retained for site supervision, on-site LJ Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department. No footing shall be set higher than a 30 degree angle from any other footing WALL SHEATHING Pour no concrete on frozen ground or in freezing water. O Provide 3 1/2' steel lolly columns. STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6 EDGE / 12 FIELD Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently CC braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT I Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 W GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. z 0 ANCHOR BOLTS IN FOUNDATION USE: w Floor Construction: SSTR18 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie - 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTE; FOR SPACING Q Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Q Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER Lid W 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q C) Finish floors per agreement. AND SARAGE/HOUSE COMMON WALL 4-10d x 1 1/2' Wall construction - WFCM Prescriptive Method. USE 1,4)-8d NAILS AT EACH END Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: FLOOR SHEATHING WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE: 1x6 fascia, STRUCTURAL PANELS Overhangs sr noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 1' OR LESS $d 6" EOCE 12" FIELD Vinyl vented soffits. RIM ,,OIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Alluminum gutters and leaders. Siding: see Elevations. 6" EDGE 6" FIELD T ek housewra MTS 36, 16" O.C. GREATER THAN 1" 10d / 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END BOLTS AT 16" ON CENTER 2x4x Studs @ 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5 8"T e X GWB in garage. 2 layers GWB at fire USE (4)-8d NAILS AT EACH END N / YP 9 9 O Y �' partition Simpson Strong-Tie Tie 1/2 MR GWB in wet areas P g- 0 At least one window in each sleeping room shall comply with the exit re Irements RAFTER TO STUD CONNECTION USE: I- CV P g P y q MTS 36, EACH ROOF RAFTER U210 2X6 of section R310. USE 8 16d NAILS AT EACH END I- Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST g 0- figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER 2" 0 � 4-10d x 1 1 SIMIPSON STRONG - TIE Follow exterior corner framing detail figure R602.10.5 / 1 1 ,/4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: 19 Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS4-4A FOR EACH POST 16 O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) z Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: NAIILS AT EACH STUD SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST <» SIMPSON H-8 USE W/ONLY s �� percent sloe), �MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL ANCHOR BOLT (14" p slope), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie o BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), 4- 8D TO PLATE PLATE IN 7" MINIMUM MBEDMENT underlayment MTS12 0 EACH JOIST : U210 2X6(EVERY STUD) STUD TO SI (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ATTACH T o AT EACH DECK/PORCH JOIST ON DWGS A 3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) .� SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 °• Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, HDU PORCH ROOF RAFTER TO GIRDER USE: overlapping H2.5A AT EACH ROOF RAFTER °4 (14) SIDS Y X 3" WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d x 1 1/2" 7" MIN EMB DMENT For roof slopes of four 4 units vertical in 12 units. N (SEE FOUND TION PLANS A-3.1 AND TYPICAL PORCH / DECK LEDGER Ice Protection (Section R905.1.2) • �A 'n ° • •, A-3.2 FOR OCATION) � C 0 N N E C TI D N S -- a , Underlayment in High wind (Section R905.1.1) O . o ° (MINIMUM D UBLE STUD) SIMSON STRONG" - TIE g ( ) M cp a•�' °° • Flashing Section R905.2.8 STU Y2 BEARING PLATE �► ,� �, Chimney and firespaces - Chapter 10 ' 1 1/4 COIL STRAP 16 O.C. Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. • V. USE 4-8D NAII..S ® EACH STUD Mechanical - Chapter 12 ° •'° ''�. ° '° d' ��a d' ° General Mechanical System - Chapter 13 FOR HEADER OR ° d p s > > �.. D i n _ °D . o °0 . °D . °d ,,, ° ° Heaitng and cooling equipment - Chapter 14 BEAM o' a° ' a a �• a.I a Exhaust Sustem - Chapter 15 > A' Duct System - Chapter 1641 .� z e?� ' °• DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie _ o • o o ••„ ° Chimneys and Vents - Chapter 18 AC4 '- �e<A_SEE F- 9FFSSPPlumbing - Part VII AT EACH POST o LAN .� a 1 3/4" MUM e D C.•o D;; ° Flood Zone - 301.2.4 cn UJ EDGE DISTANCE HEAIDER L 9�1 • : I `,/, FLOOR TO FLOOR D Simpson Strong-Tie9' U KING STUDS CS20 1%" COILED Y2" THREADED ROD CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2 JACK STUDS OVERLAP AT EACH CZ L X SIMPSONSAD STRONG - TIE SIMPSON STRONG-TIE -� En 1 1/4" COIL STRAP - 16" O.C. USE 4-8D H2A SIDECO ER CNW NUT COUPLER CI_AT EACH ROOF NAILS AT EACH STUD RAFTER USE 8-16D " MIN EDGE MIN OVERLAP IS 12 NAILS AT EACH END, JACK 0 SI L � • .� ®® .. .:�. ` DISTANCE* 12" MIN OVERLAP PER RT2.5 .. COMPONENT `' STUD TO ROOF RAFTER STHD8 : MIN EDGE SHEET No. FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12 FRAMED OPENING EXTERIOR OR WALL CONNECTIONS'- AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND = CANTILEVER CONDITION INSTALLATION RIM JOIST TO STUD CONNECTION WALL_ TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS