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Home My WebLink About47289-Z ��o�S�FFUt�-�pG Town of Southold 3/25/2024 a y P.O.Box 1179 0 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45066 Date: 3/25/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3475 Wells Rd.,Peconic SCTM#: 473889 Sec/Block/Lot: 86.-2-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/8/2021 pursuant to which Building Permit No. 47289 dated 1/4/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement,covered front porch,rear screened porch,rear deck, outdoor shower, outdoor kitchen and attached.garage as applied for. The certificate is issued to Cavounis,Michael&Susan of the aforesaid building. r SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-2539 2/5/2024 ELECTRICAL CERTIFICATE NO. 47289 12/29/2022 PLUMBERS CERTIFICATION DATED 2/14/2024 S lumb' g&HeatiW Inc. t ri d Signature SUFF.011r, TOWN OF SOUTHOLD �o�y BUILDING DEPARTMENT y 2 TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND.SPECIFICATIONS- UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47289 Date: 1/4/2022 Permission,is hereby granted to: - -Cavounis, Michael 11 Belleview.Ave Port Washington, NY 11060 To: Construct new single family dwelling on newly vacant land as applied for, with DEC N.J. letter, and-per Trustees #9986 and SCHD approvals. At premises located at: 3475 Wells Rd., Peconic SCTM #473889 Sec/Block/Lot# 86.4-9 Pursuant to application dated 12/8/2021 and approved by the Building Inspector. To expire on 7/612023. Fees:- SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,957.20 CO-NEW DWELLING $50.00 Total: $3,007.20 Building Inspector oF so�ryo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlin0-)town.southold.ny.us Southold,NY 11971-0959 Q Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Cavounis Address: 3475 Wells Rd city,Peconic st: NY zip: 11958 Building Permit#: 47289 Section: 86 Block: 2 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: MD Electric License No: 4925ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heater 2 Duplec Recpt 98 Ceiling Fixtures 2 Bath Exhaust Fan 6 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 63 Smoke Detectors 6 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 78 CO2 Detectors Sub Panel 60A A/C Blower 2 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt N Emergency Strobe Heat Detectors 1 Disconnect Switches ' 90 4'LED Exit Fixtures Sump Pump Other Equipment: Central Vac, W/D 2, Dw, Micro, Stove, Hood Notes: Two Story Unfinished Basement Inspector Signature: Date: . December 29, 2022 S. Devlin-Cert Electrical Compliance Form of FfO[,��o Town Hall Annex =y►� Gym Telephone(631)765-1802 54375 Main Road P. O. Box 1179 H Z Southold, NY 11971-0959 BUILDING DEPARTMENT MAR 2 1 2024 1...�;�. TOWN OF SOUTHOLD ,, .. .. CERTIFICATION Date: Building Permit No. y$ 5`1 Owner: c�nc�.j_ CVOQ()i S (Please print) Plumber: U—bS (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 W Cintron NOTARATL'OF NEW YORK R01C164-12786 folk County Cl' 10 10'17/2026 Notary lic, County 1 ho�aOF SOUTyo� —7 f # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N�` 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 '[A. ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR C/O [ ] RENTAL REMARKS: tye 6a/vj t DATE INSPECTOR OF SOUlyo6 .�")� '�S I -/ ��J / v e✓ �� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 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: kxb, gA �9,Nr 0 K DATE INSPECTOR '00001 OP SOUTyo<o 666 # # TOWN OF-SOUTHOLD BUILDING DEPT. ��cnurm `' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND XFINAL SULATION/CAULKINGFRAMING /STRAPPING I4t [ ] FIREPLACE 4 CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION. [ ] PRE C/O - s REMARKS: `mil/ l�Yl, fv 14'(0 Ce a vim/ &W,, �- A.qiatjx-bpr✓ a� DATE, .3 INSPECTOR SOUTyolo f # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. 6 [ ] FOUNDATION 2ND [ ] INROLATIOWCAULKING [ ] 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: Mkw-, m✓ A�(A�l�-e✓ V..,F DATE INSPECTOR Building Envelope and Duct Tightness Report 2020 Energy Conservation Construction Code of New York State Address of Test: 3475 Wells Road, Peconic Test Date: 5/3/2023 Building Permit#: : Compliance Pathway: Prescriptive Testing completed by: David Maschke RESNET Rater ID#: 2430490 Integrity Home Energy Assessments NATE ID#: 8008195 68 North Paquatuck Avenue ICC ID#: 8261207 East Moriches, NY 11940 BPI ID#: 5005793 (631) 325-4006 Building Envelope Tightness Threshold: 2020 ECCCNYS ( 53.0 ACH50) Volume Calculations: Check if: Floor Area Height Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space 1st 1,981 9.0 17,829 1 ❑Sealed Attic 2nd 1,953 9.0 17,577 Sealed Attic 0 �"°� E C E � V E Total Volume: 35,406 ,! Area Calculations: FEB 2 8 2024 Floor Area: NA Ceiling Area: NA Bullding Depwfmcvnt Wall Area: NA Town Of Southold Total Envelope Area: 0 Q CFM @ 50pa: 1673 CFM/ftZ: Air Changes/Hour @ 50 a: 2.84 Code Compliance: PASS Duct Tightness : Post Construction Test -Total Duct Leakage System#1: 1st Floor Duct Location: Basement Floor Area: 1,981 Leakage: CFM @ 25pa: 72 CFM/100 ftZ CFA: 3.63 Code Compliance: PASS System#2: 2nd Floor Duct Location: Attic Floor Area: 1,953 Leakage: CFM @ 25pa: 55 CFM/100 ft2 CFA: 2.82 Code Compliance: .PASS Building envelope tightness has been verified using instruments and procedures specified in ASHRAE/ASTM E779 or ASTM E 1827 as required by the 2020 Energy Conservation Construction Code of New York State. The home is further certified to be in substantial compliance with Residential Chapter 4 of the 2020 Energy Conservation Construction Code of New York State. Signature: Date: 5/3/2023 David Maschke, Integrity Home Energy Assessments IHEA 1114 ._ '1 . . _.__��y� 1 � '�-�,� �� r ,� '�`�. � �, - �r_ {� �� .� . � , = .., , `;�. '' *C �i.�`,. r � � E� �� 1 �. M .. � j � { . � � 1_ ., _ E� ;�:; iitl��E��1! �_� .r � �: 1'�y}'t 'j.�i •4i I'•A �y �� r i � �' _ _ `.v_ t � r!! t,a � h � � i _. J/ a _ � _ }., .. �� • L i � '� ,J ,I �� ; 'i •� : � ",.ram.. y y' .- �. . � . r f� i� ` 1 • �•�k�. s asp•./ �� cs� �Y!«�' +f�� ' � , I. 4. t fI1 �.. �� k r �t. "" �_ ♦, .. � a ,� .� .- .. t �. ,. ti .rt,. � �- ��. 4 ." • :.. 1 Y��+v11�5 * '� .R 7 �: +�.� � T� "��,`" �:'�+�' by �: �., ��' t 1 t i � tin � "�?!' • Y f-Y� ♦� �� s e N t�� f� � �• M • kr . i i y , ,� .�,}+" Mom..,• s� t r , IV M. i a j e y , ,+++w�iaa• ii � , r 7�. t� a i i. r• z f a ' i �i J. f e � . � fir,_„ J •• _, ' ! ' 4 Wrl It-12 aq 1 ji J i` I 5 f +•` i I r E I 9 Paul DiLandro, P.E. (631)259 3959 Pauld@dilandroandrews.com DiLandro 158 County Rd 39 Suite 10 Andrews Southampton NY, 11968 Engineering February 23, 2022 Town of Southold RE: 3475 Wells Road Michael J. Verity Peconic, NY, 11958 Chief Building Inspector P.O. Box 1178 Southold, NY 11971 Dear Mr.Verity, This letter is regarding the recently constructed foundations at the proposed single family residential home at the subject residence at 3475 Wells Road in Peconic, NY. A representative of DiLandro Andrews Engineering PLLC (DAE) visited the subject residence on February 22"d, 2022, to inspect the recently cast foundation walls and footings. DAE has confirmed this foundation exceeds the permitted set of construction plans and is sufficient as the buildings design relates to current New York State building codes. Should you have any remaining questions or concerns please do not hesitate to contact our office. OF NEiN Anthony Andrews, P.E. ��'`�NENRy'9y0, CJ 7k 0 2A �r rn OC 2� co L4J DiLandro Andrews Engineering, PLLC 2U, Fp 097201 AR�FES SIO�P� ® FEB 2 4 2022 BUILDJNG TOWN OF SOL I ryl:•_�1 Page 1 Paul DiLandro, P.E. (631)259 3959 Pauld@dilandroandrews.com DiLandro 158 County Rd 39 Suite 10 Andrews Southampton NY, 11968 ® Engineering July 28, 2022 Town of Southold RE: 3475 Wells Road Michael J. Verity Peconic, NY, 11958 Chief Building Inspector P.O. Box 1178 Southold, NY 11971 Dear Mr.Verity, This letter is regarding the recently constructed structure at the proposed single-family residential home at the subject residence at 3475 Wells Road in Peconic, NY. A representative of DiLandro Andrews Engineering PLLC (DAE) visited the subject residence on July 27th,2022,to inspect the recently completed framing and plumbing. DAE has confirmed the recent construction exceeds the permitted set of construction plans and is sufficient as the design of the building relates to current New York State building codes. Should you have any remaining questions or concerns please do not hesitate to contact our office. OF NE4/ Anthony Andrews, P.E. �� YO � NRY,y (1 * 0 2� 0A.— L err "' rn cc c4 DiLandro Andrews Engineering, PLLC �Fp �-720� AR�FESSIONP� L) AUG 18 2022 Tolli; ±0 . Page 1 Paul DiLandro, P.E. (631)259 3959 Pauld@dilandroandrews.com DiLandro 158 County Rd 39 Suite 10 Andrews Southampton NY, 11968 s ® Engineering August 22,2022 Joe Dunn r IUD RE: 3475 Wells Road 516.318.3866 Peconic, NY, 11958 joe@dunndevelopmentny.com OCT 2 l� ?n�2 Dear Mr. Dunn, A representative of DiLandro Andrews Engineering PLLC (DAE)visited the subject residence on August 11, 2022 to inspect the completed fire caulking and insulation.The construction documents provided by others had been generated by Peter T. Podlas Architect and were dated 09/22/2021. DAE used these plans to confirm the construction was in accordance with the provided plans. The insulation,fire caulking and air sealing was installed as per the permit drawings and New York State Building code. OF NE71 �N�' * Q�` o * r � n W Paul DiLandro, P.E. 2 Z N�4�p 097252 9OFES SIC) DiLandro Andrews Engineering, PLLC Page 11 Paul DiLandro, P.E. (631)259 3959 Pauld@dilandroandrews.com DiLandro 158 County Rd 39 Suite 10 a Andrews Southampton NY, 11968 Mi Engineering July 28, 2022 Town of Southold RE: 3475 Wells Road Michael J.Verity Peconic, NY, 11958 Chief Building Inspector P.O. Box 1178 Southold, NY 11971 Dear Mr.Verity, This letter is regarding the recently constructed structure at the proposed single-family residential home at the subject residence at 3475 Wells Road in Peconic, NY. A representative of DiLandro Andrews Engineering PLLC (DAE) visited the subject residence on July 27th, 2022,to inspect the recently completed framing and plumbing. DAE has confirmed the recent construction exceeds the permitted set of construction plans and is sufficient as the design of the building relates to current New York State building codes. Should you have any remaining questions or concerns please do not hesitate to contact our office. Anthony Andrews, P.E. .`�OF NEW),O C,`P��ENRY,9 II * 0 .� - m � co z DiLandro Andrews Engineering, PLLC 2`PFpA 0-720� R�FES SIONP t - AUG 18 2022 BUILuIIvb ucr i. Page I 1 3475 Wells Road, Peconic HVAC Load Calculations for Dunn Development 20 Woodview Road East Quogue, NY 11942 INTEGRITY HOME ENERGY ASSESSMENTS Pre ared By: David Maschke Integrity Home Energy Assessments 68 N Paquatuck Avenue E Moriches, NY 11940 (631)325-4006 Friday,September 24,2021 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. c Disclaimer The following pages summarize the heat gain and heat loss of the building using the ACCA Manual J8 calculation procedure. The calculations are based on the information given to Integrity Home Energy Assessments in the form of drawings, sketches,and interviews. In certain cases. Integrity Home Energy Assessments may make assumptions about design conditions that may or may not be accurate for the location of concern. It is the responsibility of the installing HVAC contractor to verify the design conditions before equipment purchase and installation. Any load calculations provided in the following pages are based upon information provided by the party submitting a particular project to Integrity Home Energy Assessments. Integrity Home Energy Assessments has not and does not independently verify that the data provided to Integrity Home Energy Assessments is correct or complete, and any calculations made by Integrity Home Energy Assessments are based upon the information provided by third parties. Integrity Home Energy Assessments makes no claim that the information given to us is correct or complete. Integrity Home Energy Assessments utilizes Elite RHVAC v.9 which is an ACCA Certified and ASHRAE recommended computer program to determine the heating and cooling loads presented in this report. If the information given to Integrity Home Energy Assessments is accurate, and the building is built as per the plans submitted,then the load calculations presented in this report can be assumed to be accurate. A licensed mechanical contractor may use these calculations as a starting point in system sizing and selection. Integrity Home Energy Assessments does not provide architectural or engineering plans or diagrams for the public or for use by contractors or construction companies as final "construction documents". Integrity Home Energy Assessments works with architectural and engineering firms and with contractors in connection with their designs of heating and air conditioning systems. Manual S calculations in this report are based on AHRI nominal equipment performance values.Actual performance must be calculated from manufacturer expanded performance tables using proper design conditions. The Duct Size Preview report is for reference only and is not a substitute for a proper Manual D,nor should it be used for the calculation of a proper Manual D. Final HVAC sizing and selection should be done by a licensed HVAC contractor.Many factors beyond the scope of this report must be considered prior to final system selection and design, such as: exact equipment availability and selections, system controls and location of controls, system air distribution and cycling. Uniform Building Code requirements,Uniform Mechanical Code requirements, and many other standard design conventions as listed by the American Society of Heating,Refrigeration,and Air Conditioning Engineers (ASHRAE). It is up to the installing HVAC contractor to properly install,test,and verify all components of the HVAC system. All installing HVAC contractors are expected to follow ACCA Standards 5 and 9 for quality HVAC equipment installation. Integrity Home Energy Assessments therefore assumes no liability for final equipment selection or final system design.Various modifications to the information provided to Integrity Home Energy Assessments may have occurred after this design support information was prepared,which would require that this design support information be modified in order to be accurate.After reviewing Integrity Home Energy Assessments' report,and prior to any system purchase or installation,please inform Integrity Home Energy Assessments in writing of any changes which may alter the assumptions and calculations contained in this report. t JRKvac-Residential 8 LightGomm'ercialsWl/AG+Lo'ads "`` Elite Software Developmentlnc:, ►ntegrity Home Energy llsessMeEast�Moriche- ,NY 1�10 Pa e 2 Project..Report General Pro e,t information Project Title: 3475 Wells Road, Peconic Project Date: Friday, September 24, 2021 Client Name: Dunn Development Client Address: 20 Woodview Road Client City: East Quogue, NY 11942 Company Name: Integrity Home Energy Assessments Company Representative: David Maschke Company Address: 68 N Paquatuck Avenue Company City: E Moriches, NY 11940 Company Phone: (631)325-4006 Company Fax: (631)492-2056 Company E-Mail Address: IHEA@optonline.net Desi•n Data Reference City: Westhampton, New York Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Cheek Fi uses Total Building Supply CFM: 1,548 CFM Per Square ft.: 0.393 Square ft. of Room Area: 3,936 Square ft. Per Ton: 942 Volume(ft3): 35,424 Bui din Loads Total Heating Required Including Ventilation Air: 66,805 Btuh 66.805 MBH Total Sensible Gain: 37,617 Btuh 85 % Total Latent Gain: 6,635 Btuh 15 % Total Cooling Required Including Ventilation Air: 44,253 Btuh 3.69 Tons(Based On Sensible+Latent) 4.18 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\masch\Sync\Manual Js\3475 Wells Road.rh9 Friday,September 24,2021,9:31 AM Rhvac-Residential&,Light Commercial.HVAC Loads' Elite'Software Development,Inc._ Integrity Home Energy Assessnie ` 3475 Wells Road,Peconic East'Moriches,NY 1.1.940, Page 3 Miscellaneous,Report FLnp Outdoor ®u door Indoor In ob Grains' Bulb We Bulb ReLNum ReLHum D Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2 gag F loor• Outdoor Outdoor ®u door In oor Indoor Grains In ut.Data o L Bulb et Bulb ReIHum Rel-'Hum' p, Bwlb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 w D,uctSizin Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 0 ft./min 0 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. ®u side Air®ata ' Winter Summer Infiltration Specified: 0.404 AC/hr 0.190 AC/hr 238 CFM 112 CFM Infiltration Actual: 0.432 AC/hr 0.244 AC/hr Above Grade Volume: X 35,424 Cu.ft. X 35,424 Cu.ft. 15,299 Cu.ft./hr 8,629 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 255 CFM 144 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 AC/hr(110 CFM), Construction:Average, Fireplaces: 1,20 CFM,Average Summer Infiltration Specified: 0.190 AC/hr(57 CFM), Construction:Average --System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 AC/hr(108 CFM), Construction:Average Summer Infiltration Specified: 0.190 AC/hr(56 CFM), Construction:Average Duet;,Laad Factor Scenarios'foi S, sfem 1 Attic ©uct Duct Su ce rom No. T. e, ORPTE tion Location R Geilin Leaka a Insulation Area _ a M®D 1 Supply Basement - 0.12 6 535 No 1 Return Basement - 0.12 6 198 No Duet Load Factor Sce arios 'r 5 stem 2 Attic Duct Duct Surface From. ,No' .a Uescri tion Location Ceilin• Leaka a nsu_lation Area ,��MQD 1 Supply Attic 16B 0.12 8 527 No 1 Return Attic 16B 0.12 8 488 No C:\Users\masch\Sync\Manual Js\3475 Wells Road.rh9 Friday,September 24,2021, 9:31 AM Rhvac-Residential&Light Commercial HVAC Loatls Elite Software Development,Inc. Integrity Home Energy Assessme ® 3475 Wells Road,Peconic EastNlorictes N,Y 119„4.0. page 4 Load Preview Report Nei Rec ft. S L Ne Sen Y Clg Ay Duc Scope To To /T Are Gal Gai Gai Loss CFM CFM CFM Size Building { 3.69 4.16 94i 3,936 37,617 6,636 44,253 66,804 811� 1,548 1,548 System 1 1.74 1.90' 1,046 1,983 17,067 3,872 20,940 31,650 405®1 778 10x1 Supply Duct Latent 607, 607; Return Duct 0 387, 38T 5W Zone 1 2,878 19,945 31,129 405 778, 10x1 1-Mudroom/Bath5 -------- { -- - 12� 12.0�._-_._..1' - -_-__- -.®._._.-._.....__. 371; 2,542 6,794 88® 99, 1-7 2-Kitchen 325 2,730 198 2,928 3,908 5U® 124 2� 3-Dining Room 410 5446 1,540 6R86 4,551 59 248' 3 4-Living Room _ 330. 2465 2_45 2,71.0 5,106_ 66 112 2 -- - _ -.- - 44 1671 815 11® .__...76; 1._. 6-Bath 1 .. - , - 69' 123 ._ .-... 6� 1 - - - 205 1,868 4,067 53®.- - J "5�1r.Master Bedroom 227; 1,663 7-Den 229, 1,444 204, 1,648 3A49 50® 66 1 84-owerFoyer/Stair 166 1,026 71 1,097 2,039 27 47, 1 - - -------- --- - -- - - __... --- -- - - System 2 1.94 228 855: 1,953 20,550 2,763 23,313 35,1,55 406 10x11 _ Supply Duct Latent 347 347 Return Duct 31645 951� 4,596 3 980 __. .. Return - Zone 1 1,953 16,905 1,466 18,370 31,175 406. 770 10x1 9-Bedroom 3 214 2,099 204 2,303 4252 55® 96 1-6 10-Bath 2 47 135, 39; 174' 649, 8' 6, 1 11-Bedroom4 210 2,149 95; 2244 2.570 33® 98, 1- - .-.._.... ._. .... _..,.-.._...... .. _.. _.._.._.._.. .1- _ .._.1..._-.-,._._,-.___..._......................................... - - 211 1 12$ath 3-_ -- 48 465. 40' 505. 818' 11 - - --- - - 13-Master Bedroom 312 2,607 235 2,842 5,008 65 119 2 14-Master Bath 9T 393 so, 4431� 1.033 13,® 18 1 15-Office 235' 2.313 216 2,529 4,519 59 105 1- 16�edroom2"...__._.._.._...-- -_-....- t__._... '-._. ._... ... __.`_..-...237....._... 53 .._1731_._.. ,126...__3,612......__4.i I ..- '-'_ _�__ 17-Bath4 52 256 153, 411, 2,405 31', 12 1-4 18-Upper Stair/HaIVGame Area 501 4,534 260 4,794 6,309 82 207 2- -- - C:\Users\masch\Sync\Manual Js\3475 Wells Road.rh91 Friday, September 24,2021, 9:31 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software DevelopWenOp.Integrity Home E e gy Assessme 3475 Wells RoaEast Moriches,NY 1 .Manual D Duct,Size, Preview ,5 Room or Minimud Maximu Rough Desig S Du Du Htg Gg Ad Duct Reg DuctName Source Velociq Velo ' Fact L/10 Loss Veloc Lengt Flow Flow Flow Size Size System 1 Supply Ru nouts Zone 1 i - 1-Mudroom/Bath 5 Built-In 0' 750 0.01, 0.1 370.1 88 99, 1-7, 2-lKitchen Built-In 0 750 0.01, 0.1' 316.8 51 124: ! 2-6 3-Dining Room ;Built-In 0; 750 0.01� 0.1: -- 421_3 59_ 248 3�; 4-1_1ving Room Built-In 0; 750 0.01 0.1 411.9 66 112 2-5 5-Jr.Master Bedroom ,Built-in 0, 750 0.01 0.1 385.8 53-I 76, 1-6, 6-Bath 1 Built-In 0 750 0.01 0.1 ! 64.1 i m....----. _..... ... ..... ... . .._... - ..--1--.._.__.._.-_.. . .. ---11_ ----._6;.-. . 1 1—. -.. - - 7-Den Built-In 01 750, 0.01 0.1, 335.1 50 I 66 1_6 8-Lower Foyer/Stair Built-In 0' 750 0.01 0.1. 342.7 27= 47 1-5 Other Ducts in System 1 + t Supply Main Trunk Built-In 0: 900 0.003 0.1' 746.6 405 778' 10x15 - -- -- System 2 i ------- - __. r .... - -...... :__..... - ----- Supply Ru nouts Zone 1._. -- - ----- - --- - - -! - -- - 9-Bedroom 3 Built-In 0 750 0.01, 0.1 487 55- 96' 1-6, - T- - - _ - -- ..._-.-----!...._.._. 10-Bath 2 Built-in 0' 750, 0.01 0.1' 70.4 8 I 6' 14, 11-Bedroom 4 Built-In 0 750 0.01, 0.1, 366.3 33=1 98 1-7, 12-Bath 3 ;Built-In 01 750• 0.01; 0.1 242_8 _ _� 11_I- 21; 1-4. 13-Master Bedroom Built-in 0 750' 0.01 0.1 435._6 65 119, 2-6 ,Built-In 0 750; 0.01 _14-Master Bath 0.1 15-Office Built-In 0' 750 0.01 0.1' 394.4 59=1 105 1-7 16-Bedroom 2 Built-In 0 750; 0.01 0.1, 453.3 47= 89 1-6 17-Bath 4 Built-In 0; 750, 0.01 0.1 { 134.8 31 12 1�I 18_Upper Stair/HaIUGameAre;Built-In 0' 750 0.01 0.1 386.5 82■ 207. 2-7 Other Ducts in System_2 Supply Main Trunk Built-In 0: god, 0.003 0.1 739.5 406 770 10x15 Summary System 1 Heating Flow: 405 Cooling Flow: 778 System 2 - Heating Flow: 406 Cooling Flow: 770 C:\Users\masch\Sync\Manual Js\3475 Wells Road.rh9 Friday,September 24,2021, 9:31 AM 02hvac-ResulentialAtLight`Gominercial HVAC Loaiisa "`" E ite Software bevelopment,lnc: Integrity Home Energy Assessme 3475 Wells Road,Peconic East Moriches,.NY 11940 ® Page 6 Total Buildin,g.SumM at y Loads Compone t Area 11MOSSE Sen ToDesCE Lion Quan Gain Gain Gain Andersen DH:Glazing-Andersen DH .30/.31, U-value 389.6 7,016 0 11,033 11,033 0.3,SHGC 0.31 Andersen FWD: Glazing-Andersen FWD and SGD, U- 37.8 725 0 803 803 value 0.32, SHGC 0.24 Andersen 400 PIC: Glazing-Andersen PIC.27/.34, U- 24 388 0 543 543 value 0.27, SHGC 0.34 Andersen CAS: Glazing-Andersen CAS .32/.29, U-value 24 460 0 716 716 0.32, SHGC 0.29 Andersen 400 SGD ng: Glazing-Andersen PIC.30/.29, U- 179.8 3,237 0 5,329 5,329 value 0.3, SHGC 0.29 1 E-cw: Glazing-Double pane window,fixed sash, clear, 10.8 364 0 512 512 wood frame, U-value 0.56, SHGC 0.66 Andersen 400 AWN: Glazing-Andersen 400 series AWN 7 118 0 113 113 .28/.32, U-value 0.28, SHGC 0.32 Steel Insulated R5: Door-Steel Insulated R5, U-value 0.2 17.8 213 0 68 68 11 N: Door-Metal-Polystyrene Core, U-value 0.35 16.7 350 0 111 111 12F-Obw:Wall-Frame, R-21 insulation in 2 x 6 stud 3086 12,034 0 724 724 cavity, no board insulation, brick finish,wood studs, U-value 0.065 16A-38: Roof/Ceiling-Under Attic with Insulation on Attic 2178 3,399 0 3,569 3,569 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier,Any Roofing Material,Any Roof Color, R-38 insulation, U- value 0.026 19A-30p: Floor-Over enclosed crawl space, No insulation 1983 3,395 0 452 452 on exposed walls,sealed or vented space, passive, R-30 blanket, U-value 0.034 20P-30: Floor-Over open crawl space or garage, 198 416 0 21 21 Passive, R-30 blanket insulation, any cover, U-value 0.035 Subtotals for structure: 32,115 0 23,994 23,994 People: 7 1,400 1,610 3,010 Equipment: 0 2,156 2,156 Lighting: 0 0 0 Ductwork: 17,900 2,292 8,594 10,887 Infiltration:Winter CFM: 255, Summer CFM: 144 16,789 2,943 1,263 4,206 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Exhaust:Winter CFM:90, Summer CFM: 90 Total Building Load Totals: 66,804 6,635 37,617 44,253 Check Fi ures Total Building Supply CFM: 1,548 CFM Per Square ft.: 0.393 Square ft.of Room Area: 3,936 Square ft. Per Ton: 942 Volume(ft3): 35,424 Bui affln ,75111MERds1011011 Total Heating Required Including Ventilation Air: 66,805 'Btuh 66.805 MBH Total Sensible Gain: 37,617 Btuh 85 % Total Latent Gain: 6,635 Btuh 15 % Total Cooling Required Including Ventilation Air: 44,253 Btuh 3.69 Tons(Based On Sensible+ Latent) 4.18 Tons(Based On 75%Sensible Capacity) 10117MME Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. C:\Users\masch\Sync\Manual Js\3475 Wells Road.rh9 Friday,September 24,2021,9:31 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software'beveliipment,Inc.' Integrity ome Energy A sess115 me 3475 Wells Road,Peconic Eas'Moriches,NY 171940 ® Pa e 7 Total Building,Summary Loads (cont'd)' ', Notes Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\masch\Sync\Manual Js\3475 Wells Road.rh9 Friday, September 24,2021, 9:31 AM Rhvac-Residential&.Light Commercial HYAC Loatls Elite Software Development,Iric. Integrity Hom E ergy Assessme 3475 Wells Road,Peconie East oriches,NY 11940 ® Pa e 8 Manual S Performance Data - System 9 - 1st Floor Loads and D i n'Ca di i ns101111111111 Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 17.067 Outdoor Wet Bulb: 71 Latent Gain: 3.872 Indoor Dry Bulb: 75 Total Gain: 20.940 Indoor RH: 50 Load SHR: 0.82 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 31.650 Indoor Dry Bulb: 70 Entering Dry Bulb: 68.8 Indoor RH: 30 Supply Airflow: 405 E ui Urnent Performance Da a at S, stem Desi 9 reonditio s This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: 24ACC624A*030*, Indoor Model: FV4CNF002L ,AHRI Reference Number: 9178270Nominal Capacity:23.200, Manufacturer:CARRIER Interpolation Results: Percent Load of Load Sensible Capacity: 17.400 17.067 102% Latent Capacity: 5.800 3.872 150% Total Capacity: 23.200 20.940 111% C:\Users\masch\Sync\Manual Js\3475 Wells Road.rh9 Friday,September 24,2021,9:31 AM Rhvac-Resitlential&Light'Commercial H1/AC Loads Elite Software Development,Inc. Integrity Home Energy AssessmeONE 3475 Wells co East Moriches,N 11940 Pa e 9 Manual S Performance.Data-Sy 2 - 2nd Floor ads and Desi g n Nonditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 20.550 Outdoor Wet Bulb: 71 Latent Gain: 2.763 Indoor Dry Bulb: 75 Total Gain: 23.313 Indoor RH: 50 Load SHR: 0.88 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 35.155 Indoor Dry Bulb: 70 Entering Dry Bulb: 61.1 Indoor RH: 30 Supply Airflow: 406 E i en Co dit$ msmo ons This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: 24ACC630A*030*, Indoor Model: FV4CN(B,F)005L ,AHRI Reference Number: 9178718Nominal Capacity:28.800, Manufacturer: CARRIER Interpolation Results: Percent Load of Load Sensible Capacity: 21.600 20.550 105% Latent Capacity: 7.200 2.763 261% Total Capacity: 28.800 23.313 124% C:\Users\masch\Sync\Manual Js\3475 Wells Road.rh9 Friday, September 24,2021, 9:31 AM w Rhvac=Residential&fight Commercial WUAG L"oads Elite Software 1]evelopment,Iric Integri Horne Energy Assessme ® 3475 Wells Road,Peconic East MorichesY 11940 Pa e 1,0 S stem.,1 Room.Load Summary Htg Min Ru Run C g Clg Min Act Room Are Sens Htg Duct Duct Sens L. t Clg Sys No Name SF 13tuh CFM Size VQ@ IM Btuh 13'tuh CF CFM ---Zone 1--- 1 Mudroom/Bath 5 225 6,794 88 1-7 370 2,171 371 99 99 2 Kitchen 325 3,908 51 2-6 317 2,730 198 124 124 3 Dining Room 410 4,551 59 3-6 421 5,446 1,540 248 248 4 Living Room 330 5,106 66 2-5 412 2,465 245 112 112 5 Jr. Master 227 4,067 53 1-6 386 1,663 205 76 76 Bedroom 6 Bath 1 69 815 11 1-4 64 123 44 6 6 7 Den 229 3,849 50 1-6 335 1,444 204 66 66 8 Lower Foyer/Stair 168 2,039 27 1-5 343 1,026 71 47 47 Duct Latent 607 Return Duct 520 0 387 System 1 total 1,983 31,650 405 17,067 3,872 778 778 System 1 Main Trunk Size: 10x15 in. Velocity: 747 ft./min Loss per 100 ft.: 0.099 in.wg Coohn S, stem Summa Cooling Sensible%Late t SensibleMEMEMMKI Total Tons Slit tun of. Btuh Net Required: 1.74 82%/18% 17,067 3,872 20,940 Recommended: 1.90 75%/25% 17,067 5,689 22,757 Actual: 1.93 75%/25% 17,400 5,800, 23,200 E 0 ui ment Data Heating System Cooling System Type: Propane Boiler Standard Air Conditioner Model: NCB-240 24ACC624A*030* Indoor Model: FV4CNF002L Brand: NAVIEN PERFORMANCE 16 AC Description: Natural Gas or Propane Boiler Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 112,000 Btuh 23,200 Btuh Adjusted Capacity: n/a 23,200 Btuh Sensible Capacity: n/a 17,400 Btuh Adjusted Sensible Capacity: n/a 17,400 Btuh Latent Capacity: n/a 5,800 Btuh Adjusted Latent Capacity: n/a 5,800 Btuh AHRI Reference No.: n/a 9178270 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:83F, SOWB:71F,WODB: 10F,SIDB:75F, SIRH:50%,WIDB:70F,Sen.gain: 17,067 Btuh, Lat. gain:3,872 Btuh, Sen. loss:31,650 Btuh, Entering clg.coil DB: 75F, Entering clg. coil WB: 62.5F, Entering htg. coil DB:68.8F, Clg.coil TD:20F, Htg.coil TD:70F, Req. clg.airflow: 778 CFM, Req. htg.airflow:405 CFM C:\Users\masch\Sync\Manual Js\3475 Wells Road.rh9 Friday,September24, 2021, 9:31 AM Y • Rhvac-Resitlenti-8 Light Commercial H1/AC Loatls Elite Software DevelopmM Integ ity Home Energy- sessme ® 3475 Wells Road,East 'oriehes,NY 11940 Syste-2.Room Load Suri�ma Htg in un Run rig rig in Act .oom Anna ens Htg uct D ct Sens t rlg Sys No Name SF Btuh rFM S'z Vel tuh h rFM CFM --Zone 1-- 9 Bedroom 3 214 4,252 55 1-6 487 2,099 204 96 96 10 Bath 2. 47 649 8 1-4 70 135 39 6 6 11 Bedroom 4 210 2,570 33 1-7 366 2,149 95 98 98 12 Bath 3 48 818 11 1-4 243 465 40 21 21 13 Master Bedroom 312 5,008 65 2-5 436 2,607 235 119 119 14 Master Bath 97 1,033 13 1-4 205 393 50 18 18 15 Office 235 4,519 59 1-7 394 2,313 216 105 105 16 Bedroom 2 237 3,612 .47 1-6 453 1,953 173 89 89 17 Bath 4 52 2,405 31 1-4 135 258 153 12 12 18 Upper 501 6,309 82 2-7 386 4,534 260 207 207 Stair/Hall/Game Area Duct Latent 347 Return Duct 3,980 3,645 951 System 2 total 1,953 35,155 406 20,550 2,763 770 770 System 2 Main Trunk Size: 10x15 in. Velocity: 739 ft./min Loss per 100 ft.: 0.097 in.wg roolin S. stem Su ma' r ling Sensible/ir tent "ble Latent Total Tons S"lit Bt h 13tu Btuh Net Required: 1.94 88%/12% 20,550 2,763 23,313 Recommended: 2.28 75%/25% 20,550 6,850 27,400 Actual: 2.40 75%/25% 21,600 7,200 28,800 E ui ent Da Heating System Cooling System Type: Propane Boiler Standard Air Conditioner Model: NCB-240 24ACC630A*030* Indoor Model: FV4CN(B,F)005L Brand: NAVIEN PERFORMANCE 16 AC Description: Natural Gas or Propane Boiler Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 112,000 Btuh 28,800 Btuh Adjusted Capacity: n/a 28,800 Btuh Sensible Capacity: n/a 21,600 Btuh Adjusted Sensible Capacity: n/a 21,600 Btuh Latent Capacity: n/a 7,200 Btuh Adjusted Latent Capacity: n/a 7,200 Btuh AHRI Reference No.: n/a 9178718 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:83F,SOWB:71F,WODB: 10F,SIDB: 75F, SIRH: 50%,WIDB: 70F, Sen.gain: 20,550 Btuh, Lat.gain:2,763 Btuh, Sen. loss:35,155 Btuh, Entering clg. coil DB:79.3F, Entering clg. coil WB:64F, Entering htg. coil DB:61.1 F, Clg. coil TD:20F, Htg.coil TD:70F, Req.clg.airflow:770 CFM, Req. III airflow:406 CFM C:\Users\masch\Sync\Manual Js\3475 Wells Road.rh9 Friday,September24, 2021, 9:31 AM 1 e e • ® e e l IPA FOUND e'STATE EARGY • e ran Ale r i 1.. W. �4v . • e e ® 9 1 1 form R 4 o�suFFotoo� TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Z Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtoMLm gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only nn R PERMIT NO. /o y Building Inspector: D !ICI .A lica'ti'ons at d`forms must..be:filled)out�in.,thei'r';entiret -.Incom'`lete.:- DEC q qq� Pp Y,,. P, {; 8 2UL ED applications will n`ot be accOted.,Vhere,the Applicant isnot the'owner;,an,. Owner.'s"Authorization'form.(Page 2')shall'be,completed "" BUILDING DEPT. TOWN OF SOUTHOLD Date:12/7/2021 W S 'O P• OP TY:NER F -O Name:Mrs. & Mr. Cavounis SCTM#1000- 86 - 2 - 9 Project Address: 3475 Wells Road Phone#: 516 - 318 - 3866 Email: Joe@Dunndevelopmentny.com Mailing Address:.c/o Dunn Development,,39 Hampton Bays Drive, Hampton Bays NY. 11946 S - CONTACT,PER ON: Name: Joseph Dunn Mailing Address:39 Hampton Bays Drive Hampton Bays NYC 11946 Phone#: 516 - 318 - 3866 Email: Joe@Dunndevelopmentny.com Y 1 AL INF IZIVIATION -°.DESIGNPROFESS ON O Name: Peter Podlas, AIA Mailing Address: P.O. Box 1058, Remsenburg, NY 11960 Phone#: 631 - 325 - 0929 Email: ppodlas@optonline.net NFOR ATION:"CONTRACTOR I M 4 • Name: Dunn Development Mailing Address: 39 Hampton Bays Drive, Hampton Bays NY. 11946 Phone#: 516 - 318 - 3866 Email: Joe@Dunndevelopmentny.com f .D N,°P O UOSE CUNSTRUCTIO DESCRIuPTION-OF R P ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 1,500,000 \ Will the lot be re-graded? RYes ❑No Will excess fill be removed from premises? RYes ❑No 1 PROPERTY]NEORMATION.,_ Existing use.of'property:� ,1y Intended use of property: i Zone'or use district in which premises is situated: Are there any covenants and restrictions with respect to —�V this property? ❑Yes*o IF YES,PROVIDE A COPY. O'Check'Box After Reading: .The owner/contractbr/design prafgssional'is.responsible'for afl drainage and stoim,rrw puiwarit, water.issues as;provided by Chapter,2364the Town Code.APPLICATION IS HEREBY MADE to the Bwidmg 6eparhnent for the is suance of a`Bullding Peto'the'Builiiing Zone, Ordinance,of the Town`ofSouthold;}Stbffolk;County,New York and otheiapplieable.Laws,Ordinarices,or Regulations„for the'6stlucdoh_-ii buildings, addltions,alterations or for'remoyal.or demolition as'herein described.The applicant agrees to eomply with all`applicable laws;ordinani es;building:wde; housing.cude and,regulations and to admirauthorized'Inspectors on premis-es;and,in-b_uildingjs)for.necessary,irtspections.Fal'sestatemeriis,mad_e tre_rein•are punishable as a,Ciass A misdemeanor puisuaht to Sectiot1216:95'of tfieNew York Stafe:penal Law; Application.Submitted By r t name • .authorized Agent ❑®caner _.. _.. ------ _.._.. _ .._..... .. .._Agee ... .. - n Signature of Applicant: _ Date: `o I$ Iz STATE OF NEW YORK) SS: 4 COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant !� (Name of individual signing contract)above named, (S)he)js the' fff (Contractor,Agent,Corporate Officer,etc.) of said--owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;`that.all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn-before me this day of_. .20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) yo04Ps residing at ��It'S �ri� n�CMfCi do hereby authorize /Un Vt )A Ve) 00VIJL to apply on My beh; tot e T. n S uthold Building Department for approval as described herein. - 11y/ Owner's Signature Date c c yiJvn Print Owner's Name 2 t t i X!J s i5 s BOARD OF SOUTHOLD TOWN TRUSTEES m SOUTHOLD,NEW YORK PERMIT NO.9986 DATE: INknMant is.=26h, ISSUED TO: MICHAEL P.&SUSAN CAVOUNIS PROPERTY ADDRESS: 3475 WEL1Gfi RUAD:=I?"ECOIwI `,. ti . SCTM#1000-86-2-9. ` AUTHORIZATION ' Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 4' accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 15 Z621. y t y' and in consideration of application fee in the sum of$250.00 paid by'1Vficliael :&:Siitavounis and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and i permits the following: E Wetland Permit to demolish existing 1.5-story dwelling and appurtenances,and construct 27' *, d farther landward a new two-story,'1,757sq.ft.(footprint)single-family dwelling with 725sq.ft. x a Y attached garage/mudroom(with 60sq.ft.attached storage),a 195sq.ft.sunroom with 35sq.fL j deck and steps,a 108sq.ft front porch and steps,a 118sq.ft.rear deck and steps,and 41x14' -' basement stairs; construct 16'x34'swimming pool with 12"coping(equipped with saltwater filtrations stem and 1,005s .ft.grade-level system), q g masonry pool patio;install 4'high pool enclosure fencing;remove existing non-conforming septic system and install a new IA/OWTS sanitary system at least 114' from Richmond Creek;install a drainage system of drywells to collect and recharge roof runoff and pool backwash; and to remove 16"tree located immediately seaward : . of proposed pool patio;with the condition that the pool fence be no higher than 4'and to P P P P � is w� p g Y' ��•. maximize the view shed as much as possible; and as depicted on the site plan prepared by Peter Podlas Architect,last dated September 10,2021 and stamped approved on September 15,2021. f IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these* presents to be subscribed by a majority of the said Board as of the 15th day of September,2021.42 uruns; c l ' w , wZ �krw •X' ,s"va :+r1r ttrG�.z4;o �:&a'fk"""" 9:n '17s: =:iY-.'.fS;"^R3..eaSr.R.�. ti' M-�'-5,v �• � °"Co^: "y�" :$�Yilu..'.1."s>"xkv wu6 +',di§x a Glenn'Goldsmith,President 0�SOUry� Town Hall Annex A.Nicholas Srupski,.Vice President. hQ 54375 Route 25 Eric Sepenoski P.O.Box 1179 Southold,New York 11971 Liz Gillooly Elizabeth Peeples G . Telephone(631)765-1892 �� Fax(631)765-6641 BOARD OF TOWN TRUSTEES S F E 8 2 8 2024 TOWN OF SOUTHOLD Building Depallment CERTIFICATE OF COMPLIANCE `Town o1 Southold 2062C Date:August 1.4,2023 THIS CERTIFIES that the demolition.of existing 1 5-story dwelling and appurtenances and construct 1 27'farther landward a new two-story 1 757sq ft.(footprint)single-family dwelling with 725sq ft i attached&4M&e_/mudroom,install an unroofed outdoor kitchen area,• a.195sq.ft.sunroom with'35%ft, i deck and steps,.a 108sa.ft front porch and steps g 118sq ft rear deck and steps and 4'x14' basement stairs:"construct 16'x34' swimming pool with 12"coping(equipped with saltwater filtration system and 1,245sa.f .grade-level masonry pool patio• install 4' high pool enclosure fencing•remove existing non conforming septic system and install a new IA/OWTS sanitary system at least 114' from Richmond Creek:install a drainage system of drywells to collect and recharge roof runoff and pool backwash-and to remove 16"tree located immediately seaward of proposed pool patio,•the removal of two(2)trees located near pool area:with the condition that the pool fence be no higher than 4' and to maximize the view shed as much,as possible:with the condition of sound attenuation around pool equipment and to replace any trees removed seaward of the house with a one to one replacement• by planting trees having a 2 3"caliper of.native hardwood: At .3475 Wells Road,Peconic Suffolk.County Tax Map#1000-86-2-9 Conforms`to M application for a Trustees Permit heretofore filed in this office Dafed July 28,2021 pursuant to which Trustees Wetiand Permit#9086 Dated,September 15,2021.wag issued and Amended on November 16,2022 and?conforms to all Elie;,requirements;and'conditions_ofthe.:applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing 1.5-story.dwellin and nd appurtenances r and-construct 2T:factler 1`andward a new two-story, 1 757sq ft (footprint)single-family dwelling with 725sn ft::'attaclied Larake/ install`an unroofed outdoor kitchen area• a 195sq ft sunroom with 35sQft:"deck grid steps a'108sq`ff front porch and steps a 118sq ft rear deck and steps and 4'k14' basement stairs,constr iei'l6V4'�swiiriming,pool'with 12"coping_(equipped with saltwater filtration system)''and'1245sq'ft 'grade`level masonrynod'i i&install 4'"high pool enclosure fencing•remove existuig`nori=conforming se'btic-system-and=install4'new IA/OWTS sanitary system at least 114' from Ricluriond'C>=eek�''install a drairiagestem'=of drywells to''collect and recharge roof runoff and pool back wash`atid'ao'remove 16"tcee located i -in nediately seaward ofproposed pool patio•the removal of two;(21:freei`Iooated near pool area withthe coi ditt d4iaithe`pool fence be.no-li ghef than 4' and to maximize the view shed as much as possible"with the conditiori'of sound.attenuation around pool n -F 1 equipment andlo replace:anv-trees removed seaward of the house with a one to one=replacement:by L plari avi ting.tiees hng a 2-3"caliper of native hardwood The ccrtificate'is:issued.to.Michael P.&Sus an,Cavounisowrier°of the aforesaid property. r Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY 0 Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:1631)444-03651 F:(631)444-0360 www.dec.nygov LETTER OF NO JURISDIC TION TIDAL WETLANDS ACT August 11th,2021 Michael P.&Susan Cavounis Cavounis Property 187 Hemlock Road Manhasset, Ny 11030 Re: DEC Application#1-4738-04829/00002 Cavounis Property:3475 Wells Road,Peconic,NY 11958 SCTM#1000-86-2-9 Dear Applicant, Based on the information you submitted,the New York State Department of Environmental Conservation has determined that the portion of the above referenced parcel located landward of the existing functional bulkhead greater than 100 feet in length,as shown on the survey prepared by Nathan Taft Corwin III Land Surveyor, last dated September 25, 2019,which was constructed prior to August 20th 1977 as evidenced on the survey prepared by Otto Van Tuyl,guaranteed to the Inter-County Title Guaranty and Mortgage Company, dated Oct. 17, 1950 is beyond 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 bulkhead. 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 hale bay 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, cc: NYSDEC-MHP Kevin Kispert En-Consultants, Permit Administrator 1111"YORK Departmentof sr pans annamurnn EilYlfOnmente3l Conservation BUILDING DEPARTMENT-Electrical inspector k a lryt�i TOWN OF SOUTHOLD r Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 i ' 1 roQerr �southoldtownnv.gov no_seandasoutholdtownny.gov «.�. - APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: -1 Company Name: n►1 � \G (N� 1 Name: License No.: z '^ email: { Address: \1 n Phone No.: &31—qq 16- Lto lltj JOB SITE INFORMATION (All Information Required) Name: Address: 3'��5 WG-:� Cross Street: Ml.i A Phone No.: Bldg.Permit#: I-H2-Sq email: Tax Map District: 1000 Section: Block: ;�i- Lot: q BRIEF DESCRIPTION OF W RK (Please Print Clearly)C�N�f'2-Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On �SAp Temp Information: (All information required) Service Size,1 P 3 Ph . Size: 2-0(9 A #Meters I Old Meter#'1$3318 z In New Service Fire Reconnect- Flood Reconnect- Service Reconnected -�Underground Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: : AYMENT DUE WITH APPLICATION A U G - 1 2022 �2►'V Requ ff1""bCfl1"iS , TOWN OF SOFTTHOLD �o�g�EEO��coGy BUILDING DEPARTMENT-Electrical Inspector ram„ = TOWN OF SOUTHOLD ��i • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 �41 a0 Telephone(631) 765-1802 Temporary Certificate #Jsob Date - off-' 2022 Customer Name C"Ounib Electrician Name MD E Address ib 01 Phone 1— _yam e-mail lqq e-mail Phone License# 5- E Size,�QQ_A Phase IL Ph Overhead Underground X #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is va' ays from th a above. Authorized by -3L4 C Qu A,) T 5 e 2 S �, o-( 2 I 0,y" r CYO able W� ZI CCA X'V C, AQ�C( �e � � � o� s, 2 /Sy C '�Q,•n, QY� oufat7kc OK 5 lAr- BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD �A :. ;. Town Hall Annex - 54375 Main Road -!PO Box 1179 Southold, New York 11971-0'959 r o� Telephone (631) 765-1802 - FAX (631) 765-9502 ®d roaerr _southoldtownny.gov a sea nd(�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: -1 Z �Z Company Name: Name: 1vkt'-W-fA License No.: ! 2!�� email: Address: 1� �-0 • i v� ►•� — aC l�` �j Phone No.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Mb-,A Phone No.: Bldg.Permit#: I-1-12- 1 email: Tax Map District: 1000 Section: S(o Block: Lot: BRIEF DESCRIPTION OF W RK (Please Print Clearly) t�e1 Hoys� z.0o/>Gov tc -- 60N-7 C'tz- MSC - G g 33 i 9 q 2-- Circle All That Apply: Is job ready for inspection?: YES NO Rough In Do you need a Temp Certificate?: YES NO Issued On e' ga apt Temp Information: (All information required) Service Size`1 P 3 Ph Size: LO(9 A # Meters ( Old Meter083319q?, New Service Fire Reconnect- Flood Reconnect- Service Reconnected Underground Overhead # Underground Laterals 1 2 H Frame 'Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION _ . A U C 2022 # 3/3s act J o'). Requ"U?V"F o1ff107P$ d O WIN OF SGU"t`!y;'M) Proposed Lot Coverage Buildable Land = 1888b sq. ft. 18886 x 20% = 3777.2 sq.ft. House 554 x 311 = 1757 sq.ft. 5unroom. 122 x 16' = 1c15 sq.ft. Garage/m ud room 31'6 x 23' = 725 sq.ft. z Front porch 2V8 x 5' = 108 sq.ft. Rear deck 1 cl'8 x 6' = 118 sq.ft. 4 a N d 16'x34' pool w/ 12"coping = 648 sq.ft. N o Zgarage storage 6'x10' = 60 sq.ft. 5unRm deck 5x7' = 35 sq.ft. z: o Total = 3646. sq.ft. /1,1.3% Dwelling w/ Public Water NOTES 1. FLOOD ZONE INFORMATION TAKEN FROM: IL N/O/F / ?w P�� FLOOD INSURANCE RATE MAP No. 3610360162 H OVERHEADWIRES v Q N bq 35•'50" E KOWALGHUK FAMILY 2008 1 REVOCABLE FOUND TRUST j ��0\ ry ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 186.83 ,10s IRON BAR SPLIT RAIL % \�z �. ZONE X: AREAS OF 0.2%ANNUAL CHANGE FLOOD;AREAS OF 1%ANNUAL CHANGE FLOOD ^� WITH AVERAGE DEPTH OF LE55 THAN 1 FOOT OR WITH DRAINAGE AREAS LE55 THAN _Z w 10. 01 e 4'HIGH POOL 365D z.q r= 1 SQUARE MILE;AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL GRANGE FLOOD. 18"TREE -1 "TREE ROW O TREES P FENCE B3S 1 8 �N PROJECT LIMITING j�j 'TB as ,>�� ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANGE FLOODPLAIN. ® ENGE 7 0"TREE V 1q,0 8'SD VQ s 5D m 10"TREE award side of ° o ° �--_ Trees se ° V . ° o " cv ool the house to remain 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 8'SD - -_---- E--�-"--"--"Outd0i3r 16"TWIN TREES / °I0"TREE 26"THE r p.4'x4' / EXISTING ELEVATIONS ARE 5HOWN THUS: 5.0 Op05Pd pervtous stone i o //., \ 6kto shower q.4 �8 'drivewa ° :' ,\\' Sto Be o tdoor ell Lbl F.FL - FIR5TFLOOR . .�.._......v. y m11.5 -"'• \ ., auer over b'x34`p001 / �� - FLOOR Prop.1 / GFL GARAGE s ;•.-- - � �. .. , ravel(piped � �/• __ '! TB TOP OF BULKHEAD v ` o TEST HOLE \ with 12"GO In i 3 s p/'p ., - c /j \,`\`3�5 \ to dryuiell) p 9 / P BB - BOTTOM OF BULKHEAD O .y doge \ ` ' `\ TN - TOP OF YdALL S d "_,.1@.5 ` o , %- 30"TRE i.8 B.W - BOTTOM OF NW.LL erllhe /;' ry\\��,_arage&J?1UdrOOt'n /�� 'Prop. Jf; f,- i ,c S w /y r. . 100 sf Lu 105 I EL `'� , l2 gr de /"! ' ;'i PROJECT wide of covenanted 10' w ° t% r wide non-tuff buffer .=s=— I el .g -f LIMITING o i ® Ek s y - j;,i ,; j (Liber D00012868,Page ,gym a "TREE aba ePt�o�<p "<f\\-`�•-",,. Prop.,sun rm uw ding 8 teps lueston�i / ! FENCE %216) 5'_ "dp"e tOb b patio (/ v / EXISTING LOT COVERAGE OVER TOWN F O„ ,o.o e9hryts dPe SCH ,wry m° I l' f /s° , DEFINED BUILDABLE LAND(15,556 sq.ft.) N j •� �� f� \' `,•\\ `\ h %;' %16"TWIN TREE 4✓ / ` Q a \ \ DESCRIPTION � a m ,12� l '� \ `\ \ `\\ � j��• iJ j (x / ` / A AREA %LOT COVE RAGE 3 0 6 / k ------- - --- — --- w %i Sp�` \`\'•. \ \ \', r/r ,%.• j &s Z4t ^ / �-USE I Q- I 5.7-b'^��if �\ `,�`'` \ .\` \\ \•l' .- i / �ab ePtic � v // I 1,6355 ft. o 'll 8' �' ,`� l.'' '.` \, \\\ \ \ ,• / to be utdoor kitchen _ j cyo / TEST HOLE DATA ,'•3,',_ 2q-fix, zwQ 4r a ry \\\ \ \ \' Eo Y�, ;v/ ` q 6 �� '� . (TEST HOLE DUG BY MCDONALD 6E056IENGE ON DECEMBER 2q,2020 AT 1:30 m 8 \ \\ ` r 8 m o p ) Q/ 8' PR �M\ f \ EL.115' 0� \ \ ` ` i / . ` ` r � DARK BROWN LOAM 2 5try Dose �' od 0 95t. ! ,'�' /to.3 j•Z�t�J =� F / ,' de�room� \„\� be /$4'atel:.. -106 l /f� \EI.\13.5\ `\ \••� ^^�. �'� 1 / 3 /JOJ o�O�q G BROWN SILTY SAND b" lirye Q' { 13 W Mp ti� F o SM dOrye (�,.,/,,. , 1f\ `\ �, \\\`'�� r 4. �r. •..a,`r �w jp24'/ pis m gT0 SCE d N� \ \ `'.\•\`�� \ ` t 6 •.l yfm a T <C� 25 ti , S �\ a j. FOR sF CE e s,.q `\ y/ Rear deck o r 'I'F N7O \ \\ •' ✓/ 2/ bv4V BROWN FINE TO MEDIUM SAND 40 a, meh� \•,� r f`` EL.1 9' GROUND 96 Y �J ` I HATER 9 , j,^� ,� �Oi \\``� y/GH pOO[p 9 9\ 10.4 �` S'SD,;'�/ - `� •�, \�� BROWNIFINE TO MEDIUM SAND SP JIV CF , a.•or APPROVED BY ( 4 � \ o i _ BOARD OF 1 RUSTEES „ 0�� '- �ksT"� TOWN OF SOUTHOLD �`i h �x � k o� ` DC Roof Area 2402 sq.ft.x 0.17=408 cu.ft. R�eFR ��F o 408 cu.ft./42.2=9.7 vertical ft.of 8'dia.leaching pool required T S R �� s 5 DATE AREA = 1 q,026 sq. ft. J / 4 S /1t1 2 15 ZOZ PROVIDE(3)8'dia.x 3.5'deep STORM DRAIN FOOLS D `�HG / — r*"� ' (TO TIE LINE 0.437 ac. —ell % — -- �' / 7 9 k Y &BULKHEAD) Driveway Area 1067 sq.ft.x 0.17= 152 cu.ft. p46jfc�9�l�j f Ro oFTR 2� �, 182 cu.ft./42.2=4.2 vertical ft.of 8'dai. leaching pool Ater FEs 7.q / H� ^p PROVIDE(1)8'dia.x 5'deep STORM DRAIN POOL 3475 Nel Is Road, Pecon is , NY I ry TONN OF SOUTHOLD 74? 96� eH °85D SUFFOLK COUNTY, NEPN YORK S.G. TAX No. 1000-86-02-09 L ! SEP 1 3 2021 1 PROP05ED 51TE PLAN FOR MIGHAE Ail rj ® 0131N I5 Prepared by Peter Podlas Ar i` 7-22 Site Plan based On si f Nathan Taft Corwinylll;, Land Surveyor ` s N.Y.5.Lic.No.50467 �• '�i` EXISTENCE OF RIGHTS OF Yd,4Y AND/OR EASEMENTS OF RECORD,IF ANY,NOT 5HOWN ARE NOT GUARANTEED. Revision:Trees updated September 10,2021 NOTES: ExcAVATION INSPECTION REQUIRED tu _ THE COVERS FOR THE FUJI 1.FUJ1 GEN-10 (1000 GALLONS PER DAY) FOR SANITARY SYSTEM _ D °2 SYSTEM ARE LE55 THAN 60 7 By HEALTH DEPARTMENT o 4 � Dwelling w/ o= 2. THE DE516N ENGINEER SHALL 055ERVE THE OWT5 AND LEACHING FIELD PRIOR TO o o �• L55, USE TUF-TITS SAFETY PublicfNater X � BAGKFILL AND DURING 5Y5TEM STARTUP. L - z pUA WE W Cn 5CREEN/DEVICE m to L. v 1 11 N/O/F 1 aw �4�P 3. THE OWT5 INSTALLER SHALL HOLD AN ENDORSEMENT J FROM 5GDH5 AND SHALL BE _P s FOUND L Sq 35 50 E KOWALCHUK FAMILY 2008 IRREVOCABLE TRUST 186.83 ,� �rY OVERHEAD WIRES AN AUTHORIZED INSTALLER. - - _ ,0.5 -SPLIT RAIL PENCE _�! �� Od`ryjb`' --�.�._ >10.T - --- ------10.0--4'HI6HFOOL =a-'- - BLHD. 2.9 BLHD. .'i.a ,^ ui �.._.f_ `- _...._,...ti,,..� - -- FENCE - - - - 9.6'S. TB 9"0 -s__,r 4.3"5. 0 "I 4. THE OWTS INSTALLER SHALL REGISTER THE ON51TE TREATMENT SYSTEM WITH 5GDH5. THE ° _� ,b TREE W.TREE R0 OF-TREES - 2 DESIGN ENGINEER SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY 5GDH5. W ° PROJEGTLIMITING� u1 20"TREE 04 / v ° ° i FENCE r ALL TREES SEAWARD A C° o° c v 8'5D 8`gD I �.v 10"TREE 51tEMAfN HOUSE TO 10"TREE C/ 26"TREE pool,Outdo i 16"TWIN TREES 5. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE ° m a SD n __. _r� _ _____._. __ _ __ _ _ KITr HFNiiw °� ° roposed pervious stone 6s,, r p.4k4' 8 t�tlauer 9.4 �•a bl MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO 5GDH5. ^ �I ° ° ° 5� o taoor i +--1 0 _I driveway ° �� p„�r�, / % axrdty+cll Prop.16'x34'pool „ ° TEST HOLf '°5 et(piped with 12"coping 6. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. '^ popos 3r.g tso .�, e[/(V 1�'S ° C o Pro - / 30"TREE / „ veN/he Garage&mudroom _? � rocs sf3;f 7. PROVIDE 2 VENT PIPE FROM THE OWT5 TO THE 51NGLE FAMILY DWELLING AND y . EL.,,.O EL.t3.5 Limit of covenanted 10" 1 10.5 t7?-=',.' grade PROJECT fo - -, wide non-turf buffer jj•yy,, CONNECT TO THE SEWER VENTING SYSTEM WITHIN THE HOUSE. PIPE SHALL HAVE A f W " el / LIMITING (Llber 000012bbb,Page 1\ \z -_\-- -- biuestone / FENCE 216) POSITIVE SLOPE FROM THE OWTS TO THE HOUSE 50 ANY LIQUID WILL DRAIN TOWARD s / w _ B�mt, "�;\ Prop.sunrm w�step5 ^ry TREATMENT UNIT. E w LLTREE 46AndOn Lpb t a0.a patic '�.. / �"9'pr �dPer \ EL.fi3.5 _ n� ib"TWIN TREES r45 //6.0 8. CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF 5EWER AT POINT OF �k ;' & 02 CONNECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL Wk, 8, so „<<, NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES IN THE INVERT ELEVATIONS. v W �� 8' b l I _-:'�4�n°"°°P&Sb° s 8' Outdoor kitchen t , 3: q. INLET/OUTLET 4" PVC, PIPE D3034 5DR 35 @5= 0.0104 MIN.3/4" PVC CONDUIT FOR AIR LINE. r a� V p � Front porch i / 6.o b 9.6 �, W 10. OWT5 SHALL BE TESTED FOR WATER TIGHTNESS AFTER INSTALLATION U51NG A a '� � METHOD APPROVED BY THE MANUFACTURER. e' PROPosED - ,.$- `° - 2 Stry Frame House am 9s � 5, l�5aro�i„ 6 Bedrooms 11. FUJI RECOMMENDS INSULATED RISERS & COVERS A5 WELL AS FOAM BOARD MIN. R 4bL 8�4 ;.,,s_\\,o 2 Mp OVER THE UPPER HALF OF THE TREATMENT TANK_ s\ l/ b "'^° r 4- " �a 6 w ° °Sr �• 1� Re "�o -� �' �' ��,.' Rear deck � `ar r. �o Nr 3Tm tiR t r.s, Epp CFN10// w/ 4.0�„ 12. OWNER CARE OF SANITARY SYSTEM. FAMILIARIZE ONESELF WITH THE MANUFACTURER'S RECOMMENDATIONS FOR GAR OF SANITARY COMPONENTS. / °�E1 PRIOR / 6 �� 4,,,,C \ TO ANY FUTURE SITE WORK ALWAY5 ERECT CONSTRUCTION FENCING 8 BEYOND THE 9? , P°°4 v 9 h �ENC 9.1 PERIMETER OF TH W W E ASTEATER TREATMENT UNIT TO PROTECT THE COMPONENTS 40 /.Y `� _� 10.1 ��, is ---t, rvEer FROM VEHICULAR DAMAGE. �� o r. 99 Ffkeg"� f�4 ti a 12. IF PLANNING TO DIG-BY LAW EXCAVATORS AND CONTRACTORS WORKING IN THE >'Wel/1h9�/ Roe"Rts/ER` �� `\N �°��+• s FIVE BOROUGH5 OF NYC AND NA55AU AND SUFFOLK COUNTIES MUST CONTACT NEW ate YORK 811 AT LEAST 48 HOURS BUT NO MORE THAN 10 WORKING DAYS (EXC. WEEKENDS SITE INFORMATION r AND LEGAL HOLIDAYS) PRIOR TO BEGINNING ANY MECHANIZED DIGGING ORR�FS� 9 ~9 �"sb" o°°k EXCAVATION WORK TO INSURE UNDERGROUND LINES ARE MARKED. `\� SGTM# 1000-86-02-0cl �° / a= r "� aim ,v -NOTE: ALL FROP05ED NOTE: ALL RESIDENCES WITHIN "150 NOTE: ELEVATIONS IN NAV88 FEMA ZONE:Zone rX" �4?.96 _g�HD �`1)4 oBs STRUCTURES 5HOWN WITH FT. OF ALL PROPERTY LINES OF DATUM GRADES & LOT AREA : 1cl, 026 sq.ft. .457 acre / z��. �H -0, BAN ITARY SITE PLAN DIMEN51ONS AND PROPERTY SUBJECT PARCEL ARE SUPPLIED BY ELEVATIONS EXAMPLE: ELq.B Prop. septic system for 8 bedroom dwelling LINE SETBACKS A5 WELL A5 � 20 PUBLIC, WATER. = EXI5TING (F-0.B) (design allows for 2 future bedrooms)_ / EXIST. LOCATION OF SEPTIC PROP05ED PROP SEPTIC SYSTEM FOR 8 BEDROOM DWELLING AND WATER SUPPLY AND AREA= 1q,026 sq.ft. (1) FUJI GEN- 10(0WT5-1000 GPO) DESIGN OF NEW SEPTIC ARE A5 (8)*V DIA'x3.0' DEEP LEACHING POOLS (550 S.F.S.W.L.A.) ( 0.437 ac. &BULKHEAD) PER OWNER AND/OR *USING (8) POOLS w/4 Expansion ARCHITECT DESIGN. Abandonment of the existing sanitary system must be in LOCATION ADDRE59: 5415 WELL5 ROAD, PEGONIG TOWN OF SOUTHOLD SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES conformance with the Department's requirements. SUFFOLK COUNTY Submit completed form wWM-080 as proof VERTICAL DATUM - U5C&G5 DATUM (NOVO 1g88) PERMIT FOR APPROVAL OF CONSTRUCTION FOR A BOUNDARY AND TOPOGRAPHY BY FIELD MEASUREMENT BY SINGLE FAMILY RESIDENCE O N1 LY NATHAN TAFT GORWIN LAND SURVEYOR, DATED 01/21/2021 PROPOSED SEPTIC SYSTEM DETAIL HOUSE EL SE ACCESS (NOT TO SCALE) COVERS TO FINISHED GRADE ELEV. GRADE DATE .S. E F. . 11/29/21 I - 1-2539 G.I.COVER ELEV. 10.0' , „ _........_.__.__.__ GRADE`�` ELEV. 10.6' TO GRADE Max. 16' �. LEACHING POOLS APPROVED , MIN.4"DIA. MIN.4"DIA. 1'MIN. TOP EL.8.40' FOR MAXI MI Ul9 OF $ --6E r� _ IAS INV. EL. APPROVED PIPE in.PITCH 1/8"/1 3-6" LEACHING TEST HOLE DATA 9.6' min. PITCH 1/4'/1' INV. EL. El.7.93' TT POOL oW 3'GLEAN SAND McDonald Geoscience EXPIRES THREE YEARS - ATE y ��P P ROVAL EL.7.76' COLLAR 1 Z/29/Z020 .27' INV.EL.7.51, - EL=11.5 � � / NV.EL. - 0.0 GEN-10 wl Re4'd 2.2 C',',�-see detail CIA, -� 8.0' 3'MIN. � BOT.EL.4A' DARK BROWN � anti-buoyancy system IX Bot.of DISTRIBUTION BOX BROWN- LOAM OL 1 e REV: 40/05/21 \ELEV. 1A HIGHEST EXPECTED1 5YST E M D E 51 GI`� .,y EL.4.1 =EL.7.1L 8 POOL SYSTEM SILTY GROUND WATER ° SAND ° SM C OWT5 TANK (1) LEACHING POOLS (8) 25 r j '. Mlchael CavouniS BROWN FINE TO MED SAND r 1_. t' 1.OWT5 TANK is a GEN-10 up to 8 BEDROOM capacity. SIP # -- 1.MINIMUM LEACHING SYSTEM FOR 8 BEDROOM HOUSE 15 550 sq ft 51DEWALL AREA. 9.6' _ t t't- 2.ALL JOINTS SHALL BE SEALED 50 THAT THE TANK 15 WATERTIGHT. 8 Leaching Fools;3.0'DEEP,(3.0 V.F.T.x 8.0'dia)w/4 expansion pools GW HIGHEST EXPECTED ; r EL=1.9 GROUND WATER EL.1.9' f l` t PETER POOLAS ARCHITECT 3.THE OWTS TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS 2.LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) r WATER IN BROWN FINE k w, , a �' BOX 1058, REMSENBURG, NY 11 CI60 LEACHING STRUGTURE5,50LID DOMES AND/OR SLABS. " (WITH A MAX.TOLERANCE OF 1/4"IN ANY DIRECTION) TO MEDIUM SAND SP ,,, ,, ^ ... -• ,,;, tr' ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL. 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). 4.A 10'min. DISTANCE BETWEEN OWTS TANK AND HOUSE SHALL BE MAINTAINED. 4.A 8'min.DISTANCE BETWEEN LEACHING POOLS AND 10'WATER LINE SHALL BE MAINTAINED. DATE: 07/22/21 5.AN 8'min.DISTANCE BETWEEN ALL LEACHING POOLS AND OWTS TANK SHALL BE MAINTAINED. SCALE:AS NOTED FUJI G E N 10 PAGE 1 OF 3 SEPARATION DISTANCE REQUIRMENT5 FOR SANITARY CHAMBER Volume at Sedimentation Chamber 558 SEPTIC TANKS i/A OTY45 z•trz"veNT[LArroNPtrE Anaerobic Fhamberiltration 556 248 � scLrM Aerobic Contact Filtration Chamber 248 •to ve+ Storage Chamber 125 MIN. HORIZONTAL SEPARATION DISTANCES: s-b51 -Z,r Taus- Disinfection Chamber 11 A. BUILDING W/CELLAR= 10'-0" Total Volume 1 1,498 B. BUILDING ON SLAB = 51-0" SPECIFICATION G. PORCHES, DECKS, HOUSE OVERHANGS, CANTILEVERS, ETC=V-0" p RFCIR(UI,ATIO Anaerobic Media S PP/PE Fillin Rate ab°ro 1).WATER LINES= 10'-0" N Board e Aerobic Media PVC/PP/PE Fillin Rate 17% E. SURFACE WATER WETLANDS 15'-0" CYLINDER(OPTIONAL) Aerobic Media PP/PE Fillin Rate ( — 6— 2"DIA.5DR 35 F. PUBLIC WELL=200'-0" - - \I Blowe 3.0 cfm L -lllru- VENT PIPE TIE 4^tNLrr rmE / '� r "OL�nr:T Wank FRP III=III— —I I1= INTO SLDG VENT G. PRIVATE WELL = 75'-0" r'PE Piping PVC/PP/PET�I -T,lil / H. RETAINING WALL(WTRI'ROOF)= 10'-0" �} I !A -w STACK Access Covers Plastic/Cast Iron —W=1L=ll . `_ Disinfectant(Optional) Chlorine Tablets I_I—III—III— J. U/G FUEL TANKS = 10'-0" - n TI K. U/G UTILITIES = 5'-0" _� _ © EFFLUtNT I¶I1II 1I11 1 HOUSE WASTE AIR LIFT PUMP Q �ilil LINES L. ROAD STORM DRAINS =20'-0" 11 III_ CONNECTED M. ON-51TE STORM DRAINS = 10'-0" INI-F 0 "J TO 5EPTIG N. CATCH BASINS(NOWLEAGHING)= 5'-0" BAFFLE O pp �I I�l l 5Y5TEM O. SANITARY LEACHING POOL =V-0" TO OWTS E =1j P. SEPTIC TANK, PUMP STA OR M.H. =5'-0" Q. PROPERTY LINES 5'-0" .� PVC 03034 i �=L = RECIRCULATIO FLO\V AAFFLP 1/2"AIR INTAKE I -Ill-I T (CLFANINO OPENING) 5DR 35 hIII=11 R. SWIMMING POOL=20'-0" FLOWOPENING(M B M►N z4" 5. TOP OF EMBANKMENT OR STEEP SLOPE (15% SLOPE OR GREATER)=25'-0" PLAN VIEW-FUJI UNIT CEN-10 TO OWTS T. BLUFF= 65'0" - - - -- -- -- �I=1�I U. DECK/RAMP=V-0" aT n— I�n CAST IRON 24„ - WYE&PIPE SEPARATION015TANCoE REQUIRMENT5 FOR LEACHING 18"MANHOLE(TYP 18"MANIiOLE(TYP 24"DIANHOLE(TYP) YLTNr)CROP MANHOLE GI TO PVC, cvt.1NDIRroFTroNAf.l FLOwOrrNlxc HOUSE STRUCTURES .,, ADAPTOR F SYSTEM WILL VENT THRU THE AOARDITYPE 5EWER LINE AND UP THRU HOUSE MIN. HORIZONTAL SEPARATION DISTANGE5: coxTAcr -I _ B ^ VENT AND THERE 15 NOT HOUSE A. BUILDING W/CELLAR= 10'-0" "-B. BUILDING TRAP. THERE 15 AN ACCESSIBLE G. PORCHES,, D GLEAN OUT CLEANOUT IN THE FOUNDATION DECKS,SLAB = 10'-0" NHOUSE OVERHANGS, CANTILEVERS, ETC, = 5'-0" BASEMENT AREA D. WATER LINES = 10'-0" p � ECiRCL`LAT10 S�GT10N DETAIL E. SURFACE WATER(WETLANDS)= 100'-0" ASSFMALY F. PUBLIC,WELL-200'-0" L m G. PRIVATE WELL = 1007150' ® 5CiALE: NT5 H. RETAINING WALL(WTRPROOF) = 10'-0" O O a J. U/G MEDI FUEL TANKS = 10'-0" © p p AIc MEDIA K. U/G UTILITIES -V-0" AERATION ASSEMBLY FUJI CLEAN CEN-SERIES UNIT L. ROAD STORM DRAINS =20'-011 M. ON-SITE STORM DRAINS= 10'-0" N. CATCH BA51N5(NON-LEACHING)= 10'-0" FUJI CLEAN INLET PIPE 0. SANITARY LEACHING POOL = 8'-0" P. LEACHING GALLEYS: SECTION A-A VIEW- SECTION B-B VIEW-FUJI GALLEY TO GALLEY-LONG SIDE 4'0" MIN., SHORT SIDE =2'0" MIN. FUJI UNIT CEN-10 UNIT CEN-10 UPSTREAM CLEANOUT (TYP) GALLEY TO GROUNDWATER-2FT. EFF. DEPTH =2'TO GRNDWTR MIN. PLACE AS REQ'D AT WYE GREATER THAN 2FT EFF. DEPTH=V TO GRNDWTR MIN. APPROVED BAGKFILL /FIN15HED GRADE CONVENIENT LOCATION Q. PROPERTY LINES = 5'-0" R. SWIMMING POOL = 20'-0" 5. TOP OF EMBANKMENT OR STEEP SLOPE (15% SLOPE OR GREATER) =25'-0" T. BLUFF = 65'0" EXISTING lii �T!ii!ii! / 501E TO iTi—li=lil POLYESTER U, DECK/RAMP = 5'-0" —!Ti—Ti—i / STRAP W/ REMAIN i�i—!i�=li i / EYELETS A SWEEP MAY BE USED ITi=!l i _i GALVANIZED =! !=!�I-1 BETWEEN WYE AND CLEANOUT D-RING OR i/A OM5 U NIT GALL: SHACKLE i iTii �Tii it / PRECAST DETAIL _ INLET FOR A 8 BEDROOM SINGLE FAMILY RESIDENCE PER 5GDH5: GALVANIZED / i i CONCRETE O TURN DEADMAN; LATERALB PROP05ED REQUIRED FLOW=550 GPD BUCKLE - - - - - - - 18"Y4I0E X 8N X 8 BEDROOOM5 X 110 GPD/BEDROOM = 880 GPD =!ITi=1i1=1i1=Ti=ITl=iil=iTi=ii!=iT1=1T % LONG USE CEN 10 FUJI SYSTEM GALVANIZED -!ii-!il-ITI-ITI-ITI-!i!-ITI—ITS-Ti=Ti TOTAL DESIGN FLOW= 880 GPD 3/4" EYE - TOTAL TREATMENT CAPACITY= 1000 GPD BOLT W/ FLAT Figure 1—Inlet Laterals to Fuji heart Unit I/A OINT5 UNIT SIZING: WASHER TOP & BOTTOM SIZING PER: Septic Tank Buoyancy System Detail UNOFFICIAL COMPILATION OF CODES RULES AND REGULATIONS OF NY5 TITLE 10 DEPARTMENT OF HEALTH, Scale :NTS CHAPTER 11, PART 15, STANDARDS FOR INDIVIDUAL ONSITE WATER SUPPLY AND INDIVIDUAL ON51TE WASTEWATER TREATMENT SYSTEMS. APPENDIX 15-A -� SECTION 75-A.6 SEPTIC TANKS At TABLE 1: DAILY DE51GN FLOW= 110 GALS/DAY/BORM TABLE 4B:APPLICATION RATE = 1.20 GAL/DAY/S.F. i I SAN. LEACHING GALL: 7" 5GDH5 - -�---- �' �'l APPROVAL FOR SINGLE FAMILY RESIDENCE PER 5GDH5 AREA 5GDH5 REQ'MNT: 50. FT. OF 51DEWALL LEACHING AREA/BDRM = 75 t 4005F + 75 S.F.#of BEDRMS>6BEDRM5= 51DEWALL LEACHING AREA ► �. REV: Oq/22/21 8 BORMS =400 +150 S.F. = 550 S.F. REQ'D 51DEMLL LEACHING AREA . REV: 10/05/21 USE: 3.0' E.D. LEACHING PROVIDE515.15 S.F. y O 550 5.F,/25.05 S.FJLF/8'dia =21.9 LF or 22'use 8 8'-Dia.x 3' leaching pools ° �'�:;� t �.: '.� . •��° '@ 50% EXPANSION =(4)8' Dia. DOE79 � � � � �© l��* � . ��: Michael Lavounis my 125 f—�'--� , PETER POOLAS ARCHITECT - -- ;- .. , �4': ,. BOX 1058, REMSENBURG, NY 11g60 x t l C _ ,�� '�_�".. * a►13 4Pe�t+> `'14 DATE: 07/22/21 FUJI CEN 10 PAGE 2 OF 3 SCALE:A5 NOTEQ U v 1 I 1 I r I 1 1 1 1 rc Alarm CircuitBrealmr Float Swit,tr,Pressure Switch, Test/Normal/ Poly cover Test/Normal/Slence Switch Silence S rtch t!I"18 lrir, IgorAl. Srl(`r[ � t q Circuit Breaker ....... .. (Extra component if avluii W rry " #3 r Alarm Be3ron 1 #4 necessary,suchas I :• .�111 discha ge pump) #� VNELLING ELECTRICAL PANEL -- ` 47� Pressure Switch - ..,. + ..._ SN110 0115 +�►a awww••r 9R ..,,.,._..,,,,,...,_ , "* ,- (a' ..< -. T81 fS[15- I'll ALIB fLOA! prom MAIN BREAKER t - #2 4 Conc. pad ., �y CIRCUIT BREAKER 5PEC5 t, ._.a c2120 TS: SY y - .^ •, _ '! 4 ------•-------- ----------------- .... ;.. .��,,� ', '�.. . . � •�� Terminal Blacks JN I r ~ 1) Power from panel - using a 15 AMP GB A - 15 AMP breaker , -wc '1 ' +'; '4stP1: , ,` B1awPrHardwire 2) Line to Float line GB 1 - 15 AMP 4 I - ;^� - i;;y .` . ..`_ 3) Power to Mac Blower using 15AMP GB 2 - 15 AMP ' ' breaker GB - O AMP WiringD1agram 4)Line for alarm CIRCUIT 3 2 t ' BREAKER A - 1 — .,. ,f 0 1, Horn c>,1ze Tat rer SCHEMATIC OF CONTROLLER PANEL AND BLOWER -_-_ — 1 m... .. . Y Float Alarm Line t a r ELECTRICAL .-- ,� � � . � _ - 1 1 5ERVIGE TO FUJI "' plate ti;ht Grounding. C19111 same nrrreal Block CONTROL PANEL :� ° FrttiTs `' 1 I P -, r- - - -- - - --1 Ircomirig Air _: r---------------------------- Neutral Block Paver In PrEssureTul>;rig ® [Ji IT131 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 1 1 1 1 1 I — L I � 1 1 ! I 1 1 1 1 I 1 1 1 L. o-l 1 1 1 N Lt w a 1 1 1 1 1rC011��fLXe 1 L..,— o — I ALARM FLOAT 4 1 u 1�p 1 I 1 �,-———————————————1'_____ naa�nAr, s BRAD CIP,CUIT PROTECTION, OVERLOAD PROTECTION 1 J.' 1 1 AND MAIN DISCONNECT P9Oti11DED BY OTHERS CONTROL PANEL REQUIREMENTS: 1 1 AND MUST BE SIZEIDACTU K ACCORDING 10 PUtdP/MoT I L—————————————, 1 f�"IUFACiLR�lC SPECIFICATIONS. 1 I 1.THE CONTROL PANEL BOX MUST BE PLACED OUTSIDE ON A SUITABLE PEDESTAL WITHIN p VIEW OF THE SYSTEM THAT IT SERVES. CONTROL CENTER AND BLOWER SHALL BE 1 MOUNTED 2.0'ABV FINISHED GRADE(MIN)OR ABOVE BFE,WHICHEVER 15 HIGHER. ACrIarOR A -� 1 2. EXTERIOR PANEL(NEMA 4X SPECIFICATIONS) PLACEMENT ENABLES THE SYSTEM TO BE Luc e O. TMX SERVICED AT ANY TIME, ELIMINATING THE NEED TO ACCESS THE INSIDE OF THE BUILDING. E%TERML COMPOND(TS (CDUPRESSOR R401OR PUMPS) PRWIDED EY OTHERS I ro AND DUST BE U.1. APPROVED THERAW LY PROTECTED RAPS 3.THE CONDUIT MUST HAVE APPROPRIATE SEALS TO PREVENT GASES AND MOISTURE FROM REACHING THE CONTROL PANEL OR JUNCTION BOXES. 4. SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY THE TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS MUST DE Al LEAST 140 DEG, F. OCCUPANTS OF THE BUILDING SERVED. (60 DEG. C.). TERMINAL STRIPS AND GROUND LUG USE COPPER CONDUCTORS ONLY. CONNECT GROUND LUG IN PANEL TO A SECURE EARTH GROUND 5. PRE55URIZED MUST BE EQUIPPED WITH A CONTROL PANEL WITH MEANS OR DASHED LINES REPRESENT FIELD WIRING FIELD WIRING SECTION CONNECTING A PORTABLE GENERATOR TO OPERATE THE SYSTEM DURING A POWER OUTAGE. LJMAC40RII nMAC60R11/80RI1/100RI1 CONTROL PANEL �►.r-''��,;�� ....,. . ,-m' r...-- --tea. attached to I~ � MCA WOOD panel a x + IdIb attached to MCA �._ d `Q 4„x41„s buried Into ground, LINE FOR min 56 SLOWER MAC AIR BLOWER �.- UNIT ___j CONTROL ALARM COVER PANEL Min. 24"above grade and —Ifi_I s i T�_ �r i , -- —�I BFE ( yam' t -- d ) 1 . . .t, r;�_ - tl -L �1 .,.� , �� .'----,r-� Blower Unit 5GDH5 '• 4 ."_.. �4n 43" slab min. To MAIN To PUMP above base APPROVAL HOUSE .Q FLOAT Flood �LREAL�� OMAC12OR11 ❑MAC15OR11/20OR11 PANEL _._�7� 7_ Elevation r�" f�.� I ° REV: 04/22/21 ' REV: 10/05/21 GRADE MAC �. - Imo; ` A W 1' >� BLOER ea an Q UNIT on LINE To 4"conc. y ?' ' Michael Gavounis � FLOAT pad �-s..... __ " SWITCH � ,f ` I PETER PODLAB ARCHITECT �i'-r--- �- —"---•r �---- ---- r-`�"`� NOTE: BLOWER TO BE HARDNIRED AIR LINE TO 4., �; TREATMENT �. ._. ... ,�, BOX 1058, REMSENBURG, NY 11960 TANK ,,; L.c ,;,:�: b31-325-0929 DATE: 07/22/21 ��JI GIN 10 PAGE 3 OF 3 SCALE:A5 NOTED :F,r" RTY 'SVRVEY 4, , PROPE ONIC SOUTHOLD" _ SUFFOLK" COUNTY, .�`N.E:1N:: YORK- " >SC TAX." No 1000 :86 '02 t, SCALE 2" MARCH . .:` SEPTEMBER 25';2019,ADD;WATER''DEPTHS- :.. _ ..; ., , . ..' - . .., � JANUARYn N'` _ _ 'JULY'14°'',2021{-=LOCATED:':CATWALK;:RAMP,•&;FLOATING.DOCK JANUARY"'13`'2Q22.'ADD''PROPOSED:'HOUSE ., .� "•, .. ,. >- UND _ .- ;. :. FOATfON'LOCATION" V � � REA 2 "s F / 9� , n : BIRJc1{EAD' .t, y s O_ CERTIFIED TO Q d i ABST - 0. .. �,, 2 r �, ..MICHAEC'P,.�CAVOUNIS' e•• ,'o.- - m^ NOTES ^SUSAN CAVOUNIS.`" t.,FLOOD OZONE'^.I MATION'TAKE FROM. . �_" ',_' .�: "°�� F.LOOD`,INSURANCE'RATE'MAP No 381'03C0162 H •' .- •: •••. .. '"�'._' >.:,., .: _ :, :.. N/0/F .._ ','.•� ,` _.1.:F:,, ,r,,•: � ZONE AE:--':,BASE?FLOODt.ELEVATIONS.:DEfERMINE�`' °•` �.�� ..= -. ' „ SOT�ALCXUA FAMILY 2008 IRREVOCABLE::TRUST � �$ -1, :' - .... 50 -E; f 86. 3 ,,. �i". , �::ZONE X`•S'�'AREAS'OF,02%`'ANNUAL CHANCE'FLOOD 'AREAS'OF 7%,ANNUAL CHANCE`FLOOD FOUND . , . .� :, ._ _• ,. . , SPur non:Ft>Ax .,-. .-- -, - .• -- ,. •..:. - •, °".c: :• �,, ::i. '�" / ; �,WITH.AVERAGE?DEPTH bF';LESS;yTHAN•.,.7-F00T.'OR,WITH NA -THAN,THAN' t �' e ,� 1":SQUARE wIILE1:AND�,AREAS�PROTECTED BY.-,LEVEES�FROM':'1V ANNUAL CHANCE FLOOD.' ' rwm. ...: . "?�imx aF mns ,.- _ ::v / ,�4a) ~j ,' HANCE F .. Rim 40•TAFE - �,', eE OUTS �'. �.;' "�2: ELEVATIONS„ARES REFERENCEDTA V D E1 86 DATU NUAL :EXIFSTIN Fl�ELFE�VARTIO =-.caRACE.FLoog N HEADS r <`ernmM�.oF 6utxNEeD,A RE SHOWN THUS�.D - ?d• - / %/-. IW.I '70P..OF WALL. •d _ � -B.W. :80fi01A�OF..WAL'L.-(- _ - a " l - r xalz ,N r - I- I� to. qr. •'I - a �- 4f Q�,"; TEST rfIOLE+DATA ,::/ : _ • � ., .. ,. ,,.I,� ry .;._F.. ., ,�Ls � --, ,,1 •/,.�-,o-•-• -/,- -��(TEST HOLE-DI1G BY j,Lc00NALD GEOSGENCE:ON-DECEAIBER 29 2020 Ai1:30pin)"�� • N� Jet / :F� .� xE9.l- XAz U�@ /, ../ _ -aT.�� j 'o q ,•.- � JS�"., - ;MKK BROWN laW OL- t' ,Rp99 / �. _.. � ' - "' ,. �. : !a•. x� : `�-/ - �;k 'emWx sax sArdnrsu 0 o.Pbsrt r/ y: - .4 x - -BRa'Di F41E 10�'IdENW S:Vm ST-- �1 - , / v BB .fAOUND,W A1fR xA2 - Y .Q: 4' eA b /: ':.F ,BROWN FwE 10 YIDIUx SNtD SP"- � , , 0 - / .2.z wrtx THE LicnveiM - � _ ,5�+ � :,�-^�`•'+-�,�, ''\ .-��'• � � "°eD� � � � � : a•F,STANMRDS'FOR TR1E SUfOIEYS,AS:ESTABLISHED'. ' - -•`f"�� - /" :�' C,:... �-./ -�°t �. - .. - 'f�BY THEl9AL.S.AND'APPFIOVED'AND.AOOPTED� � " : .�.' _ �•'Oh_,:�". ��b� - �-FOR"$LION-USE�BY IHE,-NEw YORx:SUTE�LAND'� - v. '!•_ '� Tm.E.AssocuraN- '�Y 2 1kl of d rr 42:96 �y _�!, r �4 4e• ! #..` 0 Q- (7 n CD�Lu L ILL ,"•UN4UfHORIZD'ALTERMIM OR AD - - 4 ro THLS�SURVEY-S A NI TION F-OU 0 ^y V � - t' �7HE'NEW;YOPIc STA7E ''EDIICARONSLAW, Q ..� , - Nathan aft�°Corwin°.111 Surveyor`s umciamaar�,sHut - •'ONLY T0.1HE PERSON FOR WHOP:THE SURVEY�r S aaEVAaEnr,AND,oN.H15 BENSIF."10 iNE `Suaexvor;To;Stool 'J.Jleakun Jr.:�L:S.'e+•�. mtr:cmwAxr, rAUASLHcr Arm' ey LENDtrm:DsrtRfnDN�tStEu HFxEON Atm� E ��,,- _ Josepfi 0.,Ingegno:LS. _ _.10 T!ff'A59CNEF.S OF,iNE'LENOwG kSll - --� ''-�� .,t- - •'. nmoN cvmFlu7wxs APE NOT,TRANSFERABIE:' fiUe Surveys- Su6dmsora� ..She Planns'�.'=Construction.LayDut Faz,(631)727-1727 NCE,EO�CHTB OFRwA� pHO NfFICE$SLOCA7EO�ATO „-A4VLING ADDRESS-' 'MAID/OR EASEY OF RECO D ,'.-. 1586 Mom Rood- ,, �"� P 0'Box:16 -ANY,N0T SNOWN ARE NOi GUARANTEED ` Ucmespoit,New Yoh'11947 - Jamespori,New York 11947' 2 a SURVEY OF PROPERTY D ^, SITUATE PECONIC. TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-86-02-09 SCALE 1"=20' f �,;i`•;'��;-. _ MARCH •10, 2016 y;. SEPTEMBER 25, 2019 ADD WATER DEPTHS N JANUARY 21, 2021 UPDATE SURVEY JULY 14, 2021 LOCATED CATWALK, RAMP & FLOATING DOCK JANUARY 13, 2022 ADD PROPOSED HOUSE FEBRUARY 16, 2022 FOUNDATION LOCATION } _ JULY 12, 2023 FINAL SURVEY c AREA = 19,056 sq. ft. (TOME LINE 0.437 G0. p Vo d:BULKHEAD) 0: z c CERTIFIED TO: 2 g s MICHAEL P. CAVOUNIS TZNSBNK ISCIIEA NOTES: ° W Ed 1. FLOOD ZONE INFORMATION TAKEN FROM: a� FLOOD INSURANCE RATE MAP No. 36103CO162 H °•' ro ' " KOWALCHUK FAMILY 2008 IRREVOCABLE TRUST ' j ZONE A�: BASE FLOOD ELEVATIONS DETERMINED •• N 89°35 50 E 186.83 0 A1E� ZONE X : AREAS,OF 0:2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WIRES A WITH AVERAGE DEPTH OF LESS THAN 1 ,FOOT_ OR WITH DRAINAGE AREAS LESS THAN 0 �' �—• U� WOW a�� %` Off`-O�/ 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. 1 41f j y� tjhj ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. TRW i'� 4WEL •• •• ... .:•^ ,,,..�",Kf� // ``S 11 b liti te'7WM iREFS COVER AL /N ° • '•".. M•...'•r! 1�qo�.,,_� �d � ��C %.. / %�`EL 6lj SEPTIC SYSTEM TIE MEASUREMENTS •�_•. �.,.�,eA..:/. "'"a1'-'.�I' yr sip�1• ? ,:v' r / Nr` .1� �•�'a - • S g3rP ,� � sA?• •^ ,•= / � HOUSE HOUSE Oyll :&' Sys r� /� - /7 `:c'.:''�' .A:r•�':: i / CORNER QA CORNER QB AL / OWATS FUJI'CEW 10 10.0. 54' 10•� • s�,. _0..••'�'' '�O •e r� �� ~r -�TRTE-.� % / / / OUTLET COVER - '•c. � y, -i•,: _ .j:. \ ate• DISTRIBUTION .. jj//•�� WATER uEa :+,� rto 'O7 �'v .4v \7� ? / / ^ BOX COVER 26' S5' I .g'•',l" p - / �i / `F , LEACHING POOL - - • t o :�..> x j /j N 34.5' 25' °.•,. � i�,i'�.' / �;`� c`S' � „v r• �' s:" JOT \ � COVER 1 • , • ' / as •'.-f r c� 3.er / OaO�. / y,• j• -LEACHING-POOL 27.5' 33' u °,:c::?'^ ! mQ ram. �I g•. �/� / V COVER 2 ! ri �Y '>c;r.':;' /"/ moo • ..r, 1e)POOLS :,` g' ro 1 �iu % I/A OWATS TANK • 3g' h•y ,•r #' Jy ra = N = _I COYER'3 s ? :;; I� g //� / VA OWATS TANK 31' 33' 40~'.Z ,$ •„ i'r'=•.--:-,':J'K\ 1 o s3�AryLhi` ; y 7 COVER 4 F E B 2 8 2024 7• � ...;:•;rii \\ RTg• I f/ ,g m / Se / P COAVE0 .WAT5 TANK 3p• 43• _ / O s • ate, is \ 1 c°.S gR 365' 39.5' YO e• ti� y r� /! $ O OVERIN6 POOL ° �' y 7 �`/ LEACHING POOL Building DOP0 1.ai"ert /N \w c ,;r.�:•.r{:,• / ! �u. / COVER 7 35' 48' p,S •.'° u ,a / T° ....as+.,`'..,'•' // d` �/ LEACHING POOL B 32' 50.5' C7P Southold •° :�r��• ."-�-�„ /�'�1-- / / SCii:v-tK COUN'-f s COi-4F.Ti.1l:ti i t3z•i-IE�...iti SERLtiicS . • ..�"' -,_' Rkop ems\ t��i .n� NL>yo / '' # / APRRft,yRL OF 'dSTR+JLTIO 1`;S`P.Y:S FOR .N s9 Z` �"�`�• aQ(,AgOakV \\ / �s / '� A SiNGLZ FAWILY RESTOENCE Date:FEB O� TJ�� H.S.R rNoa-•_-1-d5'S3�_ The s4v.ag^_d:sp°A srd v.•ster DOY IadfF es.-,t th s?vim na ouua h?en Sys+ `� • ^ / InspeCed`and/oT Cffliftduy,Ms DeUanrlen:Or otCEf age=ie-and PREPARED IN ACCORDANCE WUH THE MIMMUM I STANDARDS FOR 7111E SURVEYS AS MABUDIED ,7A Q BY THE UAI.S.AND APPROVED AND ADOPTED 1aunO:ebesati{zti°ry•FORAt:,AXit1US 10F "cEC�OC[re�. FOR SUCH USE BY THE NON YORK STATE LAND N T'1" A` `.W ItLF/r/i OV ALCV 14296 7 K '\� / TF dCE'tTF CRAIG AS Eri1ANAGUPPER,RE, MENT yQ APFT Cp9�?9� '_ as •� ,05 46�.5•P,��. i .• - / LAND N.Y.S.Lic.No.50467 �Q. 70�THS�I�6AVVIi VIO14 LATION OFmON sEv'IO"720'°" ��"'E' �`STATE EDUG7ION YAW. Nathan Taft Corwin III COPIES OF TIaS SURVEY MAP NOT BEAM „ THE LAND BORVEYNA �E CG DR Land Surveyor TOB E A UD SHALL NOT BE DONsmERED TO BE A V.WD 7RUE COSY. - CER ICUTONS MWED HEREON SIAM RUN ONLYTO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HS BEV"70 THE Successor To:Stanley J.Isaksen,Jr.L.S. ME ceMP�•GDVFRNUOTTAL AGENCY AND Jose h A In a en L.S. LEND=ESfmRION LISTED HEREON,AND P 9 9 TTUrM OFASSIGNEES THE ACRE NOT j NS LENDING�E, We Surveys-Subdivisions- Site Plans - Construction Layout 'PHONE(631)727-2090 Fox(631)727-1727 THE oasTENOE OF RIGHTS OF WAY OFFICES LOCATED AT AWLING ADDRESS AND/OR EASEMENTS OF RECORD•IF 15BB Main Road P.O.Box 16 ANY,N07 SHOWN ARE NOT GUARANTEED. Jamesport,New York 11947 JPmesport.New York 11947 NYSI F New York state Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) 0 0 ^^^^^^ 471846079 MALONEY&MALONEY INC 108 WEST MONTAUK HIGHWAY 0 PO BOX 1024 HAMPTON BAYS NY 11946 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DUNN DEVELOPMENT& TOWN OF SOUTHOLD CONSTRUCTION CORP PO BOX 1179 39 HAMPTON BAYS DRIVE 53095 ROUTE 25 HAMPTON BAYS NY 11946 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12398 335-6 988105 09/05/2021 TO 09/05/2022 10/5/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2398 335-6, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/MIWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 142767987 U-26.3 �►�� CERTIFICATE OF LIABILITY INSURANCE DATE 10l05/2021 1) 021 THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONMTACT NA E: Jennifer McGroarly Maloney and Maloney Inc. ACNE (631)728-0400 ac,No: (631)728-0695 108 West Montauk Highway E-MAIL s: Jennifer@maloney-maloney.com ADDRE P.O.Box 1024 INSURER(S)AFFORDING COVERAGE NAICffi Hampton Bays NY 11946 INSURERA: Southwest Marine&General INSURED INSURER B: Merchants Preferred Insurance Company 12901 Dunn Development&Construction Corp. INSURER c: NY State Insurance Fund 39 Hampton Bays Or INSURER D: INSURER E: Hampton Bays NY 11946 INSURERF: COVERAGES CERTIFICATE NUMBER: CL217812169 REVISION NUMBER: THIS IS TO CERTIFYTHAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER M/DD MM/DD X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 RENTED 50,000 CLAIMS-MADE X OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ 5,000 A GL2020LHBOO516 11/24/2020 11/24/2021 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2.000,000 X POLICY❑JECTPRO ❑LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COEa aMBINEDccident SINGLE LIMIT $ 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED CAP1065566 09/18/2020 09/18/2021 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident Medical payments $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEO I I RETENTION$ $ WORKERS COMPENSATION X PER ERH AND EMPLOYERS'LIABILITY Y/N 100,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ C OFFICER/MEMBER EXCLUDED? NIA 12398 335-6 09/05l2020 09/05/2021 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS. 53095 ROUTE 25 PO BOX 1179 AUTHORIZED REPRESENTATIVE - —�� SOUTHOLD NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD f i Generated by REScheck-Web Software Compliance Certificate 1 Project Cavounis Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,337 ft2 Glazing Area 10% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3475 Wells Road Michael Cavounis Peconic,NY Compliance: 10.0%Better Than Code Maximum UA: 489 Your UA: 440 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Prop.Gross Area Assembly qr Cavity , Cont. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 2,373 38.0 0.0 0.030 0.026 71 62 Wall:Wood Frame, 16"D.C. 3,448 21.0 0.0 0.057 0.060 172 182 Door: Solid Door(under 50%glazing) 63 0.190 0.320 12 20 Door 1: Glass Door(over 50%glazing) 72 0.300 0.320 22 23 SHGC:0.28 Window:Vinyl Frame 288 0.300 0.320 86 92 SHGC: 0.28 Floor:All-Wood Joist/TrusS .� 30.0 0.0 0.033 0.047 77 110 Compliance Statement: The proposed build' g s' r�, his co ist with the building plans,specifications,and other calculations submitted with the permit ap Icatio ; o(d g li een designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and t co1if\1 mpl )4l mandatory re 1 e erits.listed in the REScheck Inspection Checklist. Ct 64 t Name-Title a 05�;' s.}; Date Project Title: Cavounis' Report date: 09/02/21 Data.filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Cfe"cklist 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. .sectio;n ;a w t. Plans d FieldVerified >.a.tr r. . s #; Pre=Inspection%Plan.Re"view , r.�,• v, ''s'a •I. ,a. '•'ro„k q;i? ,rr. 9,.,x, .,,'x. ,1". „d�1•yomments/Assumptions: :.r '•s: .,i� .'„` ,:VdIUe:',a,;:-,' '.1%afUea�.. .d•ry..,., ^ � .E;, .r.s~a�<,.at5- - 103.1, :Construction drawingsi and ., s .. ',::rat` ,o oand �a�.�.; , :.,�;�,• ; :__f,•t ❑Complies 103.2 documentation demonstrate € � s , [PRl]1 :energy code compliance for the X:°.; '�4*`a ''�°b ` ❑Does Not ;building envelope.Thermal . ' .x v. ` "'= ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies ; 103.2, ;documentation demonstrate ❑Does Not 403.7 !lighting code compliance for [PR311 ,lighting and mechanical systems. []Not Observable !Systems serving multiple []Not Applicable !dwelling units must demonstrate ;compliance with the IECC lCommercial Provisions. Heating and cooling equipment is, Heating: Heating: �J, 3021;�'i;;,,� 9 9H 9: � g: '❑Complies sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not 1141127? on loads calculated per ACCA p � Cooling: Cooling: ipNot Observable .`tea Manual J or other methods Btu/hr Btu/hr I❑NotA Applicable approved by the code official. pp' I 1 Additional Comments/Assumptions: 1 High Impact(Tier 1) p;2"; Medium Impact(Tier 2) °3'Low Impact(Tier 3) Project Title: Cavounis Report date: 09/02/21 Data filename: Page 2 of 9 ti �- `i t--: �ram, ..4 7" Founcia'ti'or.,lris ect'ion>' >Com 'lies. � P, �;� P, ;,,• ,Comments%Assumptions ,�s�;:`��` "t . A protective covering is installed to ;❑Complies [FO;T 1J`2,";, protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. , ;,[]Not Applicable 4039:,:; Snow-and ice-melting'system controls;❑Complies. (,0M2.]!k..�, installed. UDoes'Not j t . ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2''Medium Impact(Tier 2) ::3 Low Impact(Tier 3) Project Title: Cavounis Report date: 09/02/21 Data filename: 'Page 3 of 9 P d <" lan�"�V 'f� s s,. er.� ied'"a �•Fielcl Verifiecl'�.� Framing%Rough-ln"Ins}action „z; „1:; ti:, ._. 'Com ii r F o ments Assd6i tions p r � p es3 „-C m / Value dr. w''Valu' ;` . .,,,.+. °a.:-*..5.,:;s P 402.1.1, ;Door U-factor. ; U- ;i U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FRl]1 ; ;❑Not Observable ❑Not Applicable 402.1.1, ,Glazing U-factor(area-weighted ; U= ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, i average). :❑Does Not ;table for values. 402.3.3, 402.5 I ;❑Not Observable ; [FR2]1 ! ; ;❑Not Applicable OD 303.1.3 p .i. ;„. U-factors of fenestration products ', '�b'�':` `• . << r°;, � `: ❑Complies ; [FR, :are determined in accordance . 4 ':'' ' ❑Does Not ;with the NFRC test procedure or ;taken from the default table. , ❑Not Observable ❑Not Applicable 402.4.1.1 iAir barrier and thermal barrier ❑Complies ; [FR23]1 I installed per manufacturer's ❑Does Not instructions. I ❑Not Observable ' ❑Not Applicable 402.4.3 !Fenestration that is not site built '5 • ❑Complies [FR20]1 ;is listed and labeled as meetin r r>,.,i ' Does Not ,AAMA/WDMA/CSA 101/I.S.2 A440 '` ``' '° "I� i ;✓ :or has infiltration,rates per NFRC '=''' ,,F.,,`t";: `:, '❑Not Observable 400 that do of exceed �� " S ❑Not Applicable n code ; limits. A Vol( ,402C,4.•:5';:; IC-rated recessed lighting fixtures , ❑Complies ;;I, [FR16j?,-`i';. sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm 75 at leakage w ❑Not Observable s;• g Pa. s � ❑Not Applicable 403.3.1 ;Supply and return ducts in attics '� ❑Com 1 I. ,� .?- .h . �.. r. „a[]Does Not i [FR12] insulated >= R-8 where duct is w��. u,• •.�' ,fit,,. >= 3 inches in diameter and >= I 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 ❑Complies ; [FR13]1 I boxes are sealed with ❑Does Not ;joints/seams compliant with 'International Mechanical Code or ` ',. �'° T'' �, `"1 ° '[]Not Observable ; i International Residential Code,as ❑Not Applicable ; 'applicable. 403:3`:.5 ;!•;. Building cavities are not used as ❑Complies ducts or plenums. ❑Does Not ❑ able 'Not Observable , ❑Not Applicable , 4.03,'36(1'� Ducts partially or completely ❑Com lies buried in ceilinginsulation °h ❑ p have Does Not ;[F,Ft26]3 c` an insulatio n R-value not less ❑ ;, .,: .;,, F:` able ,`;',`'• than R-8,the sum of the ceiling tia��,a.�;. ��. �,�=;"�i`- ._;�'�`• :"��-°��''�s �` Not Observable :' insulation R-value against and ❑Not Applicable the top of the duct,and r_ ! 'T against and below the bottom of i ~ the duct, is>=than R-19, excluding the R-value of the duct i j'' ,'j insulation. , 1 High Impact(Tier 1) .:2;`%Medium Impact(Tier 2) °3;'Low Impact(Tier 3) Project Title: Cavounis Report date: 09/02/21 Data filename: Page 4 of 9 • 'Section S. PI i"Virifll6d e F I' ld�yerifled,`,. #• I Roug ptions' Framing Valu I�41 1 0117, Ducts declared to be within the 4 kg�s"oi-� IWII� " 6'j° .4 '4 ElComplies [f,'�2vj_ conditioned space are either 1) E]Doe s Not completely within the continuous air barrier A b ' and within the building EINot Observable thermal envelope ),2 buried EINot Applicable within ceiling insulation in accorda nce nce with Section R403 3 6 and the air handier is i located completely within the continuous air barrier and within 'the W b 'I in g thermal envelope d and the duct leakage is <= 1.5 cfm/100 square feet of conditioned floor area served by the ducts ystem, or 3)the ceiling insulation R-value installed against and above the insulated duct>=to the proposed ceiling insulation R-value, less the R- value of the insulation on the 403.4, HVAC piping conveying fluids R- R- 1EIComplies '[FRI'T]Z above 105 QF or chilled fluids I :E]Does Not below 55 QF are insulated to aR- 3. UNot Observable ;EINot Applicable 403.4.1 !Protection of insulation on HVAC LIComplies [FR2411 !piping. []Does Not ONot Observable []Not Applicable Hot water pipes are insulated to R R- Ty;❑Complies - 2 :E]Does Not UNot Observable q..... :E]Not Applicable 4016 gravity dampers are ElComplies Automatic or�utom g ,!i19.11�,", installed on all outdoor air E]Does Not intakes and exhausts. EINot Observable EINot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2, Medium impact(Tier 2) 5 Low—impact(Tier 3) Project Title: Cavounis Report date: 09/02/21 Data filename: Page 5 of 9 • ;� !: ,'i"; t. -,i .rf' �,3.,, s r +r• . ,::i r •t:7 - -,'St;i9 y .:;F`'..';j'. - ',.(a;•::a¢(. :•Section �:�' �._ i, PI'ans,Verified a,'. "Field'Verified s t r' K Insula#ion Inspection';r '; :,."t. <;r -Vlr,Co` 'plies?,: k' :',,Comnie'titslAssum' tions' tc% ':VaCue'<':""'Y rr ; r!1' :u...c, ,�. .,,..,.p, t'•- •&'Re .ID ```k , F-i r ,tau •,s,, ie,`.j .:r'r'�`'� 303.1' . JAII installed insulation is labeled ats ;` ' ''' f :r,,< }' `e:`,`y" ❑Complies [IN;13]2 or the installed R-values :'�...bP..zn?!x' rz ;,;a >. _+#: f,❑Does Not t provided. ❑Not Observable ' ❑Not Applicable , 402.1.1, ;,Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 1 ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ;❑ Steel UNot Observable ;ONot Applicable I ;� ;, t. x,-:r,..1 '.�y,-i;; stE a,.F,P,; „is❑Com lies 303.2, ,Floor insulation installed per �_,� .. ;;.�; �;.�, �:•• ,.;' p , •'�'d "Si.. av &'lyayr '4;�. b.Y tt�i,., J:� ��,{± P 402.2.8 manufacturer's instructions and ,P` " f "+'k~'r ,.. Y� ,, ❑Does Not [IN2]1 ;in substantial contact with the •� ❑Not Observable 'underside of the subfloor,or floor r.tY�a�'i'�,z,° '��•s"Sz;:�'�i ( �° (�f�j' �'`~�r[rrt ; ` Ezc'; :t ;� �`&'� ❑NotA Applicable ' ,framing cavity insulation is in ��1��' '[Y r+�'''��' ,,. y �• ,, Pp contact with the top side of " } ' s;' ,- sheathing,or continuous :�Y d�+kq��'i, '�;'Y�} �;;,��•'�_,;,Y (.Y� ;�,.�, 1 Y'i�i"Sq�yl£°,i;Ita Y��q�'$.•e3�'A't•�i'� e� tnj insulation is installed on the underside of floor framing and .� rtd`°; 4:�` ,� a$' '• ;extends from the bottom to the ;top of all perimeter floor framing ' .`•<.r `. w�?yyzt•.s,� .; �yLi'r; ,,q: ,.;,Y .r W,x;members. L . 402.1.1, ;Wall insulation R-value. If this is a R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.E ;wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable ' [IN3]1 iexterior,the exterior insulation :requirement applies(FR10). ;❑ Steel ❑ Steel Not Applicable ; 1 • rr ; 303.2 !Wall insulation is installed per r ,.: ' ❑Complies [IN4]1 manufacturer's instructions. " £ " ;1°�::u; r ;. �:•.. d• a ❑Does Not ❑Not Observable ' ❑Not Applicable, Additional Comments/Assumptions: 1 High Impact(Tier 1) ;Z; Medium Impact(Tier 2) :'3`'Low Impact(Tier 3) Project Title: Cavounis Report date: 09/,02/21 Data filename: Page 6 of 9 Section PlanshVerified Field'Verified; #' F'in'al Inspection,Provisions" ; y: ^fr.Coonplies?•. : Comments/i4ssump#ions.. Re JD Value ;:' ,r'.Value''' r 402.1.1, ;Ceiling insulation R-value. R ; R- ;❑Complies ;see the envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel :❑Not Observable l 6 (Fill' �❑Not Applicable , 303.1.1.1,;Ceiling insulation installed per k `"'`5'' `'.,w .4f','- *' '; .❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 !Blown insulation marked every ❑Not Observable ;:r ;• 300 ft2. ❑Not Applicable 462.2:3 ,.,,Vented attics with air permeable "^ .,'-'*""�' x _'" ❑Complies ; [FI22lZ': insulation include baffle adjacent art []Does Not to soffit and eave vents that extends over insulation. 3 'f ❑Not Observable I ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ; [FI3]1 ;insulation aR-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 ; [F[17]1 ;ach in Climate Zones 1-2,and I ;❑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 [F[27]1 ;determine air leakage with ; ftz ; ft2 ;❑Does Not ;either: Rough-in test:Total ❑Not Observable ;leakage measured with a ; ; ;pressure differential of 0.1 inch ; ❑Not Applicable ;w.g.across the system including ; ;the manufacturer's air handler ; enclosure if installed at time of ; ;test. Postconstruction test:Total ;,leakage measured with a !pressure differential of 0.1 inch w.g.across the entire system :including the manufacturer's air I handier enclosure. I I 403.3.4 !Duct tightness test result of<=4 I cfm/100 cfm/100 ;❑Complies ; [FI4]1 'cfm/100 ft2 across the system or ; ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable 'tests,verification may need to ;❑Not Applicable ; ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies ; FI24 1 - :b manufacturer at<=2%of ", p }° [ ] Y $. `: a ar, + as �` �- ��,<al�>,.�:�-�X '�❑Does Not , design air flow. x` 'r a '; ' '•; .,}r""a;r, i ' ' ❑Not Observable , :"r.+'..;,Y.' :, i',:ie."•'' y,y:n;, :,❑Not Applicable 403:1.T! Programmable thermostats i "s' :` ' "`uy, .;' "P�'{�'^`n'.'�si'❑Complies [FI9'1,: :`j installed for control of primary Does Not ems: ,�,..[�k�• ,_.:>: ° heating and cooling systems and ❑Nt Obs ervable initial) set b manufacturer to ; y Y f" ❑Not Applicable code specifications. ,403:,1,2:-, Heat pump thermostat installed g .' ❑Complies ; [Fi10] on heat pumps, ❑Does Not ❑Not Observable ❑Not Applicable 403'.5.1. Circulating service hot water , r . " a`4;' •,.}; a,,o-": y4>.❑Com lies 6111 2': systems have automatic or ; '�$."'"��'" a'f *° " [ ] 1° a�:• �'�' �"s, �' �'`'�` .. ❑Does Not Y eta, ¢.e� .� �'' �,.� ;h�nl., �, , i'` accessible manual controls. ;'�` � �- ,��..�.•,,: ��",E:�x,� ,„��:� ❑Not Observable ❑NotApplicable 1 High Impact(Tier 1) 1",2,`J Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Cavounis Report date: 09/02/21 Data filename: Page 7 of 9 'Section w API V' `i e'r fied Field�Ve�i "e -'r fi d','` #; Finh Ins 'ection{Provisions ti:.•. .f. b- R Va i-.v r Complies. Comments/Assumptiions Re`.ID r lue r:>. Value. 401'6.1••', ;All mechanical ventilation system ❑Complies '(F125]2, ,."fans not part of tested and listed []Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable " 11403.6.1. []Not Applicable 40 '.2''. '.i Hot water boilers supplying heat MINIM 1M ❑Complies [F126]?,a;;..',Jthrough one-or two-pipe heating ❑Does Not systems have outdoor setback . control t ". ��"a "$ &x4,ly ❑Not Observable ' o lower boiler water r'' .j, =;ALL; -f •. Y-".i"'4his •l,j...r•3f.�'d,,+ Air . ,#• .•• a.:i, temperature b `; ';` Y ❑Not Applicable p based on outdoor ,;j 5�,�,- w°,:=:�. ate-'„ _as. ��s.a-r,��"*a`. �'' , i,,"temperature. .;:.."�'. *�7'},: ,.<8�ar c'1 Via:. .ve`�I�'�.:,.•8.4,'tr.�r C,, 4.03;5;1:1'.jHeated water circulation systems ❑Complies [FI28]z;:+:;": have a circulation pump.The =" []Does Not system return pipe is a dedicated .p ' I return pipe or a cold water supply ; ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are " not resent.Controls for circulating hot water system ..- pumps start the pump with signal for o water demand w ' a .;t i hot t d dithin the 1 occupancy.Controls automatically turnoff the pump when water is in circulation loop is at set-point temperature and ; `' ;,;•'' ,' "' no demand for hot water exists. ; 403.5,:111 Electric heat trace systems ❑Complies dF129jz; comply with IEEE 515.1 or UL :j.; a �•. z'El Does Not 515.Controls automatically ❑Not Observable adjust the energy input to the ;' `'-' g' heat tracing to maintain the ❑NotApplicabl desired water temperature in the tpiping. 403."5;2'`!" Demand recirculation water ❑Complies [El30]?'+.•,', systems have controls that � ❑Does Not manage operation of the pump ❑Not Observable ;;"s•�•r::.•, and limit the temperature of the '• � � , water entering the cold water ❑Not A pplicable :r•. piping to<= 1044F. :�: I:• 4035'4•.,;, Drain water heat recovery units `` „ { z =; ❑Complies [F'3- 12 tested in accordance with CSA ,'"` ,ea "a ❑Does Not 655.1. Potable water-side pressure loss of drain water heat s,. ❑Not Observable recovery units<3 psi for ❑Not Applicable ' I individual units connected to one or two showers. Potable water- ;" . side pressure loss of drain water heat recovery units <2 psi for ; '' ''°. - •'' individual units connected to r three or more showers. permanent ❑Com lies 404.i 190%or more of �� .,�;_ * � p ; [FI6] !fixtures have high efficacy lamps. ~"" '� a ❑ 9 Y p nn,�.a+ ': *;•. . t Does Not ?% x ❑Not Observable ❑Not Applicable, 404 1:+1,`!,'' Fuel gas lighting systems have "b ❑Complies [FI23j3 `,; no continuous pilot light. ' +� ;, " ❑Does Not ❑Not Observable ' �J';. :,;;;;� z`�'' � �' .;..�� :tt�• " ( `- , z...�� ❑Not Applicable 4Q13;= Compliancecertificateposted. ,-Y,; ;{^?;v.' ,` `; ' ❑Complies tip' �''.:"- �',��.. �:•: ,,,:,�k•,� r�;:,��w;�„„;�r,1}."� }u•,.,, a�•`,' t,'� �� ❑Does Not ; ❑Not Observable.: ❑Not Applicable I 1 High Impact(Tier 1) <<2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cavounis Report date: 09/02/21 Data filename: Page 8 of 9 --'Section.' v.;:. t 5,v" la' a`P ns;'Verified �F�el -��, _•�``i da.Ver�fied:.".,. Final lnspectio'n`Provisions- x:_ Com 'lies? ' Comments/Assu'm bons z :Value. =Value; p: - p 303:3,". '`I Manufacturer manuals for ❑Complies [FI18r] ;3mechanical and water heating WONotApplicabI6 ❑Does Not systems have been provided. ❑Not Observable Additional Comments/Assumptions: 1 High Impact(Tier 1) 14,,ZJ Medium Impact(Tier 2) ;:3;;Low Impact(Tier 3) Project Title: Cavounis Report date: 09/02/21 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.28 Door 0.30 0.28 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments OCCUPANCY 011 APPROVED AS NOTED USE IS UNLAV%7111'.. DATE:_ B.P.# WITHOUT CER �:EE:1300 • �O BY: OF OCCUPANC . VOTIFY BUILDING DEPARTMENT AT 65-1802 8 AM TO 4 PM FOR THE =OLLOWING INSPECTIONS: t. FOUNDATION. - TWO REQUIRED FOR POURED ..,:,,D CONCRETE ',,r�LY VVfTH Ail. CQDFS OF 2. ROUGH - FRAMING & PLUMBING 10 FiK S 4 Art :$ TC�"y Pal CODES ?. INSULATION :S REQUIRED ANbi=CONUITIONS OF 4. FINAL -CONSTRUCTION MUST BE COMPLETE FOR C.O. SO TOWN ZBA ' ALL CONSTRUCTION SHALL MEET THE �,. REQUIREMENTS OF THE CODES OF NEW SO�Ib TOWN PLANNiN;u BOARD- YORK STATE:. NOT RESPONSIBLE FORSOtjTIIpTCWNTRU��_ DESIGN OR CONSTRUCTION ERRORS. . - �'�=' y10 DEC AO NOT PROCEED WITH RETAIN STORM WATER RUNOFF FRAMING UNTIL SURVE`; PURSUANT TO CHAPTER 236 OFHAS FOUgNDA IO LO ATIED ON OF THE TOWN CODE. EEN Fire separation r A T'r,, required as per PLUMBER CERTIFI . ON LEAD CONTENT"BEJ-0,1-1f` NYS Code CERTIFICATE OF OCCUPAIV'G SOLDER USED IN WATER TRUSS PLACARDING REQUIRED SUPPLY SYSTE 11 CANNo r EXCEED 2110 OF 1% LE'40, Must provide Manuals D, J and S as per PLUMBING ALL PLUMBING WASTE NYS Energy Code &WATER LINES NEED TEST(fiG EEFORE COVERING Blower door All exterior lighting and ductwork installed, replaced or testing required. repaired shall conform to Chapter 172 of the Town Code .'(�q{, '_�(W3J�'CTIO�t REQUIRED _ LATEST REVISION FOR THE 2020 RESIDENTIAL CODE OF 15.00 WATER AND SANITARY SYSTEM 1'1.15 Landings (Section R311) Stairways - a floor or landing to be provided at top and bottom - No landing required at A NI NEW YORK STATE AND ENERGY CONSERVATION '1.05 Flashing Aluminum flashing, lead coated, flash all wall penetrations. Flash to of an interior stairway GENERAL 5��G I i- I GAT I O I`► 9 - g p p y provided door does not swing over stairs. Exterior doors - a floor or landing is CONSTRUCTION CODE OF NEW YORK STATE WITH ALL all corners. Flash all valleys, ridges, windows, door heads, and joints of dissimilar 15.01 Sewage disposal system and fresh water supply shall be designed and built required on each side of an exterior door - At other than the required exit door, a landing is not required CURRENT SUPPLEMENTS materials. Termite Shield - Copper Kraft Paper in accordance with Suffolk County Department of Health. pp p on the exterior side of a door having two or fewer risers. Egress doors - a floor or landing shall not be more 1.00 Survey data taken from survey: Nate Corwin, Jan. 2021 16.00 MISCELLANEOUS than 1 1/2 in. lower than the top of the threshold - At other than the required exit door, the elevation 2.00 SITE WORK 7.06 Caulking/sealant - as selected by Builder. - different below the threshold of an exterior door is limited to 7 3/4", provided the door does not swing 2.01 Excavation shall be sufficient to provide full design dimensions or to allow for forming 107 Gutters and Leaders - .032" prefinished aluminum gutters. .024" prefinished aluminum 16.01 Extreme care and proper measures shall be used so as not to damage, bulge or over the landing (not applicable to storm doors). (section R311.) leaders. Color - white. To if ells required. tip walls due to anysuperimposed pressure, shoring, bracing, etc., shall be employed 1116 Emergency Escape and Rescue Openings (Section R310). Bilco enclosures with direct exterior access as required. All footings to bear on virgin soil, pressure assumed bearing cap 2 TSF. until the full dead load of the building is on the wall. Do not backfill against foundation permitted if in compliance with requirements. 2.02 Backfill and compaction - use clean earth containing no organic matter, well graded. walls until floor installation is complete.8.00 DOORS AND WINDOWS y p 11.11 Stairway Treads and Risers (Section R311) Maximum riser height to be 7 3/4". Minimum tread depth Fill beneath structure shall be compacted to q5% density as per ASTM D 1557 8.01 Openings for emergency use shall include doors or operable parts of windows located 16.02 Where drawings are in conflict with other drawings or details, the contractor shall notify to be 10". Stairway width - stairways to be a minimum of 36" in width at points above the Method D. Backfill shall not be placed against the existing foundation walls until the as to provide unobstructed egress to legal open spaces. Such openings shall not the architect for clarification. Do not scale drawings. permitted handrail height. Handrails may project a maximum of 4 1/2" on one or both sides of concrete is of a sufficient strength and the walls are braced at both top and bottom impede egress in an emergency, shall have a minimum area of 5.7 sq. ft. with a min. 16.03 The architect will not have control or charge of and will not be responsible for construction stairways. Minimum clear stairway width at and below the handrail height, including treads and by framing lumber or temporary bracing. height of 24" and a min. width of 20" with bottom of openings no hi her than 44" above and landings, to be: 31 1/2" with handrail on one side only, 27 with handrails on both sides. 99 means, methods, techniques, sequences and programs or for safety precautions and programs finished floor in all above grade stories. All glass within 18" of floor to be safety glass. in connection with the work. Within each flight, maximum variation of 3/8„ between greatest and smallest riser heights. Within 2.03 Drainage at footings - as required 4" diam. perforated plastic pipe to dry well if soil Grade floor openings should have a min. net clear opening of 5 sq. ft. each flight, maximum variance of 3/8" between greatest and smallest tread depths. Stairways with conditions require it. Backfill shall not be placed against the existing foundation walls solid risers to have nosings of a minimum of 3/4" and a maximum of 1 1/4". Nosings not required until the concrete is of a sufficient strength and the walls are braced at both top and 16.03a. The contractor shall give all notices and comply with all laws, ordinances, rules, regulations for treads at least 11" in depth. (Open risers cannot permit the thru passage of i 4" sphere.) 8.02 Minimum window requirements per room is 8% of floor area for light and 4% for and lawful orders of an public authority bearing the performance of the work and shall promptly bottom by framing lumber or temporary bracing. y P y 9 p p p y 3.00 CONCRETE ventilation. notify the architect if the drawings and specifications are at variance herewith. 11.15 Stairway Height (Section R311) Min. headroom of 6-5" for stairways and landings. Headroom height 16.03b. Owner and contractor shall indemnify and hold harmless the architect and their agents and measured vertically from sloped plane adjoining tread nosing or from floor surface of 3.01 Concrete work shall conform to American Concrete Institute Standard. 8.03 Doors and windows to be insulated glass. employees from all claims, damages, losses and expenses including but not limited to attorney landing or any platform. accessible space under stairs to receive 1/2" gwb. 8.04 Entrance doors to conform to NY5 Energy Code. fees arising out of or resulting from the performance of the work provided that any such claim, 17.1 q Special Stairways (Section R311). Winders to have minimum tread width of 26". 3.02 Concrete shall be a min. 3000 psi class @ 28 days unless noted otherwise. Porches damage, loss or expense (1) is attributable to bodily injury, sickness, disease or death or to injury Tread depth to be at least 6 3/4" at walkline. steps, steps, garage floor to be 3500 psi. to destruction of tangible property (other than the work itself) including the loss of use resulting there 8.05 Garage doors to be rated for current/applicable wind load. from and (2) is caused in while or in part by any negligent act or omission of the contractor, any sub- 17.20 Smoke Alarms (section R313) Where multiple smoke alarms are required, interconnection is required. 3.03 Reinforcing Rods - ASTM A-305; 6/6 x10/10 WWF ASTM A-185. Reinforcing contractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them Smoke alarms to be located, in each sleeping room, outside of each separate sleeping area in in footings only where variation in soil conditions require, and where soil does not 8.06 Guards shall be provided in accordance with Section R312 may be unable, regardless whether or not it is caused in part by a party indemnified hereunder. th., Immediate vicinity of the bedrooms, on each additional story of the dwelling, including basements aril cellars, on each level in split level dwellings where an intervening door is located between provide 2,500 psi or noted otherwise. 16.04 Architect is not engaged for supervision in any capacity unless otherwise noted. the adjacent levels. An alarm located only on the upper level is permitted where there is no intervening door between the adjacent levels and the lower level is less than one full story below 3.04 Formwork shall be well braced true to dimension, level and plumb and foundation 16.05 Contractor to obtain all permits and insurance necessary to protect the architect and the, upper level. Any alteration, repair, addition or conversion to an existing dwelling requiring a building has been designed for grades less than 5/o. the owner. Architect to be notified in writing of all changes prior to and during con- permit now requires that all sleeping rooms in the house be upgraded with hard wired & interconnected struction. This drawing is an instrument prepared to facilitate construction and shall not smoke alarm. shall be installed on all sub-surface exterior foundation walls. 3.05 Barrier 4 mil. polyethylene sheet lap all edges 6". Membrane waterproofing be construed as a contract between the builder and the owner. Federal, State and Local 17.21 Handrails Size (Section R511) Two methods prescribed with option of accepting handrail with shall zoning and building code compliance shall be the responsibility of the contractor. equivalent graspability. Type 1 rails - if circular cross-section, diameter of 1 1/4" to 2"; 3.06 Footings at different levels shall be stepped and the step rise and run shall be a 16.06 This structure has been designed in accordance with the NY5 Energy Conservation code, if noncircular rail, cross-section of 2 1/4" maximum with perimeter of 4" to 6 1/4". Type II maximum slope of 1 vertical to 2 horizontal. residential code in NY5. rails - perimeter dimension exceeding 6 1/4", graspable finger recess to be provided on both sides of rail, with specific dimensional criteria set forth in code. 8.07 Section R312 Window opening control devices shall comply with 17.00 4.00 MASONRY ASTM F20gO The window opening control device, after 17.01 All envelope systems shall be in accordance with the latest revision of the NY5 Energy Conservation Code. 17.22 Handrails (Section R311) Located at 34" vertically above nosing of treads. Min. of one handrail operation to release the control device allowing the window required for stairs of four or more risers. Handrails to be continuous full length of stairs from a point 4.01 Concrete Masonry Units shall meet ASTM G-q0 grade A; solid block ASTM 0-145 to fully open, shall not reduce the net clear opening area of the 17.02 Fireplace construction shall be in conformance with Sec. R1006. Air leakage with glass directly above top riser of a flight to a point directly above lowest riser of a flight - may be interrupted grade B. Shapes as required; 28 days old before installation. Minimum net window unit to less than the area required by Section R310. enclosure and doors outside air supply shall be provided as per N1102.4.2. by a new post at a turn, volute or turnout permitted over lowest tread. Guards (Section R312) Railing is to be compressive strength of block to be 2500 psi. a min. height of 36" where porch, balcony, landing or raised floor surface located more than 30 in. q.00 FIN15HE5 11.03 Guard rails where required . (5ectionR312) above floor or grade below. 4.02 Parging - 1 coat Portland cement parging on above grade GMU. Sponge finish X" 17.23 Draftsto in ared Fireblockin at masonry walls below grade. q.01 Drywall - %" tapered edge gypsum board, applied, taped and finished as per US 17.04 The code describes the height of a building as the vert. distance from the grade plane to the pP 9 " g (section BaledR302) Where a floor rmembrane above and Gypsum Company recommendations. Use water resistant type as substrate for avg height of the highest roof surface. Grade plane is lowest point of grade from any distance 6'-0" ceiling membrane below create the concealed space in a floor/ceiling assembly, draftstopping from house. to be provided under following circumstances: ceiling suspended under floor framing, floor 5.00 METALS ceiling as per NY5 Building Code. away fry; ,ling constructed of truss-type open-web or perforated members. Materials for draftstopping 5.01 Anchor bolts shall be 5/8" diameter embedded 7" in poured concrete and 15" in 17.05 Attic-access openings must be a minimum of 22" x 30" with a min. of 30" unobstructed headroom to be adequately supported and installed parallel to floor framing members unless otherwise 10.00 CAST-IN-PLACE CONCRETE above (R807.1) unit masonry. Min (2) anchor bolts per section of plate. 12 approved., 1/2" gypsum board, 3/8" wood structural panels, 3/8" Type2-M-W particleboard from each end with inter-mediate bolts as per chart on seet A-2.. 10.01 All reinforced concrete shall be furnished and installed in accordance with the other approved materials. 5.02 Metal Joist Hangers and Ty-Downs shall be used at all joists with direct bearing. current AGI-318 "Building Code Requirements for Reinforced Concrete." 17.06 �stairway Illumination (Section R303). All interior and exterior stairs to be provided with illumination, including 18 GA galvanized steel. Use all nails provided by manufacturer. By Simpson or equal. 11.00 FOUNDATION NOTES .. is,ndings and treads. Interior stairs light source to be in immediate vicinity of each stairway landing �a I OY GODE5EE R�5 GHEGK All framing to receive hurricane clips and tie-downs as per sheet A-2. or directly over each stairway section (minimum 1 foot candle). Exterior stairs light source to be inI 5.03 Nails - number and type for each application as called for in the WFCM (see sheet A2). 11.01 The presumptive soil bearing capacity is assumed to be (2) T5F for all footings. immediate vicinity of top landing of stairway (bottom landing for basement stairways). Light activation yp pp devices to be located at both top and bottom of interior stairs; located within the dwelling unit for 11.02 Filled subgrade below floor and footings shall be compacted to be q5% of the exterior stairs (continuously illuminated or automatically controlled also permitted). Exterior decks with 1, Peter Podlas Architect certify that these plans as modeled modified proctor. s switch taircases light itch at top and bottom of stairs. meets or exceeds all requirements of the 2020 RG NY5 &6.00 WOOD1 17.07 Whenever an alteration is made to a residence, the entire residence has to have hardwired smoke 2020 NY5 ECCC and all current energy codes specific to the 11.03 Provisions must be taken to protect all concrete work from frost damage with special detectors installed (Section R314). local jurisdiction in which this home is built. 6.01 Sill Plate - MCA treated to meet American Wood Preservers Institute standard. attention paid to footings and other on grade prior to backfilling and enclosing the building. Termite shield - Copper Kraft 17.08 Exterior frame walls with no fire rating of 0 hour have a min. fire separation distance of 3 ft. (Section R302). 6.02 Floor, ceiling joist,r11.04 The maximum vertical distance measured from the top of a basement floor slab to roof rafters and girders - same grade and construction as for outside finished grade shall not exceed the following. 17.Oq Landings at exterior doors. structural lumber noted below (6.08). Type of Wall Height (Section R311) 6.03 Bridging - wood cross bridging - as required by code. 8'-O" O.G. 8" block w/#5 rods @ 48" o.c. 8 ft.8" block w/#5 rods @ 40" o.c. q ft. 11.10 Light, Ventilation and Heating (Section R303) Habitable room to be provided with aggregate 8" concrete 5 rod nforced) max unbalanced backfill hgt 7 ft glazing area of at least 8 percent of the floor area of the rooms. Exterior glazing not required 6.04 Roof Trusses - designed and manufactured to meet all applicable codes. Provide ,� and at midpoint in rooms with artificial light capable of avg. illumination of b ft. candles at 30" above the floor. First Floor 2056 5Q. FT. shop drawings sealed by a Professional Engineer; fabrication certified by engineer 8 concrete 8wall (reinf.) #4@ 40 OG Vert.,#4 within top 12 max. unbalanced backfill hgt Outdoor openings for ventilation in habitable rooms to be at least 4 percent of the floor area of Second Floor 1853 5Q. �T. prior to installation. 8" concrete q' wall (reinf.) #6@36" oc vert., #4 within top 12" and at 1/3 pts, max. the rooms. Garage l85 5Q. FT. 6.05 Floor Deck - 5/8" plywood, standard G-D-X DFPA, direct bearing at edges. Provide unbalanced backfill hgt. Eft. Porches 504 5Q. FT. A" plywood finish underlayment below all vinyl flooring or equal. Glue to joists. 10" concrete 1 O' wall (reinf.) #6 @34" oc vert. max. unbalanced backfill hgt. q ft. 11.11 Ceiling Heights (Section R305) Minimum ceiling height of 7'-0" to the lowest projection required for Deck 148 5Q. �T. 12.00 MA50NRY habitable rooms. Minimum ceiling height of 7 ft. permitted for: hallways, bathrooms, laundry 6.06 Roof Deck - %" plywood G-D-X DFPA, exterior glue. rooms, and basements Habitable basements areas, with reduction to 6-8" at beams, ducts and other 12.01 Concrete masonry units (GMU) to ASTM 6-q0. obstructions. Minimum height of 6-4" permitted in nonhabitable areas of basements and hallways, with 0 This drawing has been prepared in accordance with the provisions of Title VII, Article 6.01 Sheathing - 1/2" plywood C-D-X DFPA, exterior glue reduction to 64" at beams, ducts, etc. 145, Sections 7200-720q of the NY5 Education Law. It is a violation of said law for 6.08 Wall Studs - 2 x 6. See framing and plans for spacing. All structural lumber shall 12.02 Minimum net compressive strength shall be 2,000 psi. 11.12 Sanitation (R306 and R307). Toilet bath and shower spaces to be provided with fixture any person, unless he/she is acting under the direct supervision of a licensed have 1100 fb bending stress; 1,600,000 modulus of elasticity and max 1 cl% moisture clearances and clear floor space as shown in Fig. R307.2. Shower compartments to have professional Architect to alter any portion of this drawing in any way. If any part of content, Doug Fir No. 2 unless noted otherwise. 12.03 Mortar to be type "N". compressive strength to be 2,000 psi. nonabsorbent surfaces to a minimum height of 6 ft. above the floor this drawing is altered, the altering Architect shall affix to the item altered his seal and 6.Oq Siding to match applied over 15 lb felt or Tyvek the notation "altered by" followed by his signature, the date of alteration and a 12.04 Provide Dur-o-wall,� specific description standard gauge or equal in all walls over 6 courses high. 11.13 Hazardous Locations (Section R308) Specific hazardous locations where p of the alteration. 6.10 Plywood - all plywood used structurally shall meet the performance standards and 13.00 STRUCTURAL STEEL NOTES glazing to comply with provisions for human impact loads: Glazing in side-hinged swinging doors 0This drawing has been prepared for the specific project indicated, and is an (other than jalousies) Glazing in fixed and sliding panels of sliding door assemblies. Glazed panels all other requirements of applicable U5 Commercial Standards for the type, grade instrument of service copyrighted b and the sole property of Peter T. Podlas, q pp yp in sliding and bifold closet door assemblies. Glazing in storm doors. Glazing in unframed swinging y, p p y PG. and species of plywood and shall be so identified by an approved testing agency. 13.01 Steelwork in general shall conform to the current specifications for the design, This drawing may not be copied or used, in whole or in part, by any party without the doors. Glazing in doors and enclosures for hot tubs, steam rooms, saunas, whirlpools, bathtubs expressed written consent of Peter T. Podlas, fabrication and erection of structural steel for buildings adopted by the A15G. p PG. Infringements or any use of this and showers. Where any part of building wall encloses such compartments, glazing within 60" drawing for any other purposes will be prosecuted to the full extent of criminal and 6.11 Provide double joists under all parallel partitions. vertical) above standing or walking surface to be regulated. (5 ft. rule - 5 ft. above walking y g g g g civil law. Possession of any copy of this drawing not containing this notice or the „ ,� 13.02 All structural steel shall be in accordance with the ASTM specifications, A36 surface, 5 ft. horizontally out.) See Figure in Section R308 Architect's seal and signature, in red ink, will be rounds for prosecution. 6.12 Provide (2) 2 x 10 headers min. over any window, door opening or any opening with a strength of 36,000 psi. g 9 with double uprights, cl'-O" and over with triple uprights, unless otherwise noted. 1114 Automatic Fire Sprinkler System NOT required to be installed (Section R313) • There shall be no master filing of this plan with any building department and shall See Header Schedule A-2 13.03 All connections except as noted on plans and details shall have bolted or welded deem the plan to not be valid, sealed and signed plans are good for one calendar connections as in the latest edition of the A15G manual. year from the date listed below. 6.13 All pre-engineered lumber shall be Georgia Pacific GPI series wood I-beams and is for the building lot address below and is for a one time use Dated o This plan LVL products or equal. All joists, girders and headers shall have bearing stiffeners 13.04 Shop drawings to be submitted to structural engineer for approval prior to fabrication. Architectural Ohis plan Address: 3475 Wells Road, Peconic, NY installed as per manufacturers recommendations. Web stiffeners shall be required at all load and bearing points at a minimum. Handling, storage and erection of 15.05 Erector shall provide adequate temporary bracing for lateral stability until stud walls, Review Board components shall be as per manufacturer's recommendations. plywood, roof trusses, and sheathing are in place. V" GENERAL NOTES & 1.00 THERMAL AND M015TURE PROTECTION �,�' SPEGIFIGATIONS f'--4. NOTICE: BUILDER'S PLANS 7.01 Dampproofing, brush apply one coat of asphalt emulsion to exterior of all below 14.00 ELECTRICAL ; * "t �� DEC 0 8 2021 u : . a The Contractor warrants to the Architect that he possesses the particular competence and skill m = CAVOUN15 RESIDENCE grade walls. Also add vapor barrier as per 3.05. �s,:.� k construction necessary to build this project without full engineering and architectural services, and, ..,,,y ar^T 14.01 Shall conform to the latest revision of the National Electric Gode, the Local Power for the reason that the Contractor wishes to rely upon his own competence,the Contractor or Owner y h,'' ��, T�,y.„W c;-SoU�;_;01.p 7.02 5111 Seal - 1/2" x 5 1/2" compressible fiberglass beneath all exterior sill plates. Company and all applicable local regulations. has restricted the Architect's scope of professional services. In reliance on the Contractor's warranty rs a a rf and at the express request of the Contractor or Owner,the Architect has under taken a limited scope """ �;,�' PETER T. POOLAS of professional services. The construction documents provided b the limited services shall be termed ""� f K ^°"� 7.03 Insulation - See Building Section 14.02 Provide clock type day/night thermostat. " Builders Plans" in recognition of the Contractor's sophistication Construction will require that the � '" ARCHITECT 0 BOX 1055,REMSE:NBURG,NY 11g60 631-325-Og2q Contractor adapt the " Builders PlanO'to the field conditions encountered and make logical adjustments 14.05 Provide smoke detectors as per NY5 building code. in fit,form, dimension and quantity that are treated only generally by the " Builders Plans". In the event DATE Oq/22/21 1.04 Roofing - 30 year arch. shingle with 6 nails per shingle additional detail or guidance is needed by the Contractor of Owner for construction of any aspect of 14.04 Kitchen and bath to have exhaust fan as per NY5 building code. the new project, he shall immediately notify the Architect. Failure to give a simple notice shall relieve the SCALE: AS NOTED 3415 Wellls Road, Peconic, NY Al Architect of responsibility for the consequence. Page 1 of 10 HURRICANE SHUTTERS GENERAL SPECIFICATIONSUNIFORM 2020 RESIDENTIAL GODS OF NEW CLU STATE & Ground snow load 26) Flood Zone XDouble Plate Splice GODS SUPPLEMENTS INCLUDING LATEST blind Speed 128 '-Q" ENERGY CONSERVATION CONSTRUCTION CODE (# windspeed.atcouncil.org) Exposure B For exposures "B","G","D" 4 The General Contractor is to provide the SUPPLEMENT Mate structure with 1/2" COX plywood panels w/ tNY]R101.1.1 Amendments of New York state code books. Topographic Effects YE5 Special Wind Region YES Building Dimension 78x44 Min. Splice Length pre-drilled holes for fastening screws for all in Chapter 1", the terrn "New York11 State code books°" shall Include the Residential Cade of New York State (i.e„ thls�publicatiaft�, the Building code of NewYark State, the Wind Bourne Debris Zone No Seismic Category B Windows and Doors. Panels to be Plumbing Cade of New York State,the Mechanical code of New York State,the Fuel Gas Code of New York State,the Fire Code of New York state,the Pro petty Maintenance Splice � � .�Air Freezing Index 5qq Weathering Severe numbered and stored on site in a dry area. code of New York state, the Existirr Buitdir°z Code of New York",Mate,and the EnergyConservation Construction Code affti�v York,State.Provisions in an one or more of the Frost line Depth 36" Termite moderate to heavy (13) 16d ea. New York State code books may be amended from time to time b rovislons in 19 NYCRR Parts 1220 to 1227 or 19 NYCRR Part 1240, as current) in effect and as hereafter Winter Design tam 15 Mean Annual tam 51 Sloe Of splice � �p � g p P Use #8 Wood Screws - 2" embedment: Ice Shield Required < �8/12 24", > 8/12 36" p Top 16" OG for 0' - 4'-0" Panel span amended from time to time. If this publication is naN�r or hereafter so amended,references in this publication to"this code shall be deemed to be references to this publication as, below plate 10" OG for 4'-0" - 6'-0" Panel span so amended, If any other New Yore{ state code book Is now or thereafter so amended, references in this code`to such other New York state code book shall be deemed to be Ceiling Live Load 20 P5F 2'b" b° 8" OG for 6'-0" - 8'-O" Panel span references#°such New York State code book as so amended.- 2nd Floor Live Load 30 P5F 15T Floor Live Load 40 P5F Section RgO5 Wind resistance of asphalt shingles. Asphalt shingles shall be tested in Exterior Deck Load 40 P5F 1 ° Use #10 Wood Screws - 2" Embedment: accordance with A5TD7155. Asphalt shingles shall meet the classification requirements of Avg. Dead Load (all) 10P5F Bottom 16" OG for 0' - 4'-0" Panel span Table Rg05.2.4.1 for the appropriate ultimate design wind speed. Asphalt shingle "TOP VIEW " plate 12" OG for 4'-0" - 6-0" Panel span packaging shall bear a label to indicate compliance with ASTMD7158 AND THE q" OG for 6-0" - 8'-O" Panel span REQUIRED CLASSIFICATION IN Table Rg05.2.4.1. Exception: asphalt shingles not included in the scope of A5TMD7156 shall be tested and labeled to indicate compliance with A5TMO3161 and the required classification in Table R1105.2.4.1. Table Rg05.2.4.1 Notes: Anchor bolts to be 1/2" dia. 48" oc and a min. of 7" embedded into concrete, provides classification of asphalt roof shingles. max. 12" from any corner and splice, min. 2" from edge of sill plate. Anchor bolt washer to be 3" x 3" x 3/16 , max. 1/16" oversized hole. Use hot dipped anchor bolts Section R804 Ceiling diaphragms. At gable endwalls a ceiling diaphragm shall be provided Spans Exposure B, C, D Douglas Fir#2, Fb = b50 .psi, E= 1,600,000 and washersin all flood zones. Double up all 2x6 sill plates and lap bottom splice with by attaching a minimum Y inch (12.1 mm) gypsum board or a min. 3/8 inch wood structural top plate and spike top plate to bottom plate with (3) 16d common nails each side of BLOCKING- PERIMETER panel sheathing, that complies with Section R803, to the bottom of GJ or roof trusses and IN FIR5T splice in lieu of having both anchor bolts within 12" of splice on the bottom plate. TWO BAYS SHEETS connected to wall framing in accordance with Figures R804.3.7.1 q(1) and R804.3.7.1 (2), 2x6 2x8 2x10 2x12 (Note: the bottom plate splice must have a least one anchor bolt within 12' from its RR`5 INTERIOR unless studs are designed as full height without bracing at the ceiling. Flat blocking shall Rafters 12"oc 12-6 15-10 1 cl-4 22-5 end) R602.11 INTERIOR consist of G-shaped or track section with a min. thickness of 33 mils. For a gypsum board -"j 5HEET5 PERIMETER sheathed ceiling, the diaphragm length shall be in accordance with Table R804.3.7.1. For a Glg Joists 12"oc 15-0 1 CI-1 23-3 26-0 NAILING AREANAILING 16"oc 10-10 13-8 16-q 1 q-5 AREA wood structural panel sheathed ceiling, the diaphragm length shall be not less than 12 ft. 1606 13-0 16-6 20-2 26-0 for building widths less than 36 feet or not less than 14 ft. for building widths greater than or 1 st FI. Joists 12"oc 10-q 14-2 18-0 20-11 TYPICAL 5HEET equal to 36 ft. The ceiling diaphragm shall be secured with screws spaced at a max 6 16"OG q-q 12-q 15-7 18-1 TYPICAL ROOF inches oc at panel edges and a max 12 inches oc in the field. The required lengths in 2nd FI. Joists 12"oc 11-10 15-7 1q-10 23-4 5HEATHING Table R804.3.7.1 for gypsum board sheathed ceiling diaphragms shall be permitted to be 1 b"oG 10-q 14-2 17-5 20-3 Table 602.30) Fastening Schedule multiplied by 0.35 if all panel edges are blocked. Multiplying the required lengths in Table R804.3.7.1 for gypsum board sheathed ceiling diaphragms by 0A shall be permitted if all t --------i------------------------------- --- Where wind is > 130 mph use e Solid I i d blocking NUMBER AND TYPE Bottom late to Dist. rim Dist.band Dist or ---- -�16d common 31/2'"x OA62" 16"_a c face nail of END WALL �' p @ 1 st two end bays panel edges are secured with screws spaced at 4 inches oc Table R804.3.7.1 . Provides ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION ------ ( } ©F FASTENER p joist, l j 1 „ @ 48 OG. Blockingto receive a min. of(2) Sd the required lengths for telling diaphragms at gable endwalls gypsum board sheathed, with - - _-- -- 14 blacking (not at braced wall panels) 3' box 1 n l 5.135 };or 12"o.c, face nail each end of blocking. ( 121 ) a ceiling height of 8 feet. Roof 3"� 0.131"nails 4-8d box " �0.113"211 ( 2 )or . . 3-16d box(31/2" 0.13 ), 3 each 16 o.c.face nail ,„ ,� � ,. Section RgO5 underlayment and high winds. Underla ment a lied in areas 3-8d common 21! "x 0.131" ;or Bottom plate to joist, rim joist,band joist or Gamma 31 "� 0.162°' •or PP ,.,..,,.... ,:. ........ ....;,.,;:...:-,,;.,, ,,:,..,.......:.. .:...:,,.,.......::..:, _ .. . ,. . . , . y 9 yl pp Subject to high ( z ) 15 2-16d n( 1z ), 2 each 16 o.c.face nail 1 Blocking between ceiling joists or rafters to top plate T©e Hall blacking (at braced wall panel) " winds above 140 mph, in accordance with Figure R3011.2(4)A shall be applied with I3-10d box(3"x 0.128"):or 4-3"x 0,131"'nails 4 each 16'o.c.face nail 4�fil�d corrosion resistant fasteners in accordance with the manufacturer's installation instructions. - ------- _ _ - ....- --...-- - --- �_ _._---------------- -- -------------------- - (3-3" 0.131°'nails 4-8d box(2112"x 0.113"); or - - Fasteners are to be applied along the overlap not farther apart than 36 inches on center. 4-sd box(2112"x 0.113");or 3-16d box 3112"x 0.135" or Mind Speed j120 vmph pp g p p ( )R .. . _..__----------...-_...................._._,____._.._-____.._-_._._.. ___ Underlayment installed where the ultimate design wind speed equals or exceeds 150 mph 3-8d common(21/2"x 0.131");or 4-8d common(2112" x 0.131"); or Toe nail 10-year ty PI 75 Wmph shall cow 2 Calling joists to top plate Per joist,toe Hall ply with ASTM 0486q Type IV or A5TMD675,7. The underlayment shall be 3-10d box 3"x 0.128" :or 4-10d box 3"x 0.123"';or i --�-- ( ) ( t 25 year n i l 1 7 Vmp --A -v-- attached in a grid pattern of 12 inches between side laps with b in. spacing at the side laps. 3-3"x 0.131°'nails 16 Top or bottom plate to stud 4-3"x 0,131"nails 150-year IVIP11- '99 Vmph Underlayment shall be applied as required for asphalt shingles in accordance with Table ( ) 3-16d box(31/2" ) 4-10d box 3" x 0.128" :or ; x 0.13s' ;or _ Rg05.1.1 (2) Underlayment shall be attached using metal or plastic cap nails with a head , �1Qg-year1�11'1l �106'�Imph y 9 p p Ceilingjoist not attached to parallel rafter, laps oeer 2-16d common(3112"x 0.162";or _. t__._____..._..._....._ ____-..___,.___.__. 1 p p ( 2 ) End nail �isl�tiC ---VYY YWV YYYYYYYY Y Y--�--------------------------------------------- dia. Of not less than 1 in. with a thickness of not less than 32 gage sheet metal. The cap 3 !partitions[see sections R802.3.1, R802.3.2 and 13-16d common(31/2"x 0.162");or Face nail 3-10d box(3"x 0.128"): or nail shank shall be not less than 12 gauge with a length to penetrate through the roof Table R802.5.1(9)j 3-3" x 0.131"nails sheathing sheathing or not less than 3.4 inches into the roof sheathing. Exception: As an alternative __ l..._..__._.__-_____.____._-_.___._..___"."-.".._.._-„,,,,,,,,,,,,,,,,„__-,--._-----.-_.__...____._.._._.---------...__._-____..__..._..._........... _._ . ._. . 4-3"x 0.131"nails -_ _ - 3-1od box(3"x 0.128"); or Isi 0.05 adhered underlayment complying with A5TMD1 q70 shall be permitted. RCI05.16.1 wind Ceiling joist attached to parallel rafter(heel joint) it Top plates, Zaps at earners and intersections 2-16d cowman(3112"x 0.162");or Face nail � _--- _ - - "-"- resistance. Photovoltaic shingles shall be tested in accordance with procedures and 4 [see sections R802.3.1 and R802.3.2 and Table R802.5.1(9) Face nail 3-3"x 0.131"nails .�___._____1_._..___-------___._...._.__-------- - �4 - acceptance criteria in ASTMO3161. Photovoltaic shingles shall comply with the -�---- ------._ -___-_-___-__.______---------------------____--_-_._.__- ----------- -------_-------------- _____ _..____._._--- Classification requirements of Table g05.2.4.1 for the a TahlP RRrI2.r, 1(9,11 4-10d box(3"x 0.128"};or I _ ------ 3-8d box(21/2"x10.1131:or l isms -----.__._..._. 10.281 q appropriate max. basic wind speed. 2-8d common(2112"x 0.131"); or __-_ _, _ - __ Photovoltaic shingle packaging shall bear a label to indicate compliance with the 18 1"brace to each stud and plate Face nail ' 1 _..,,,, ____.__.___.__....._._-___.__._- -_ _ t1.119 procedures in ASTMO3161 and the required classification from Table Rg052.4.1. Collar tie to rafter,face nail or 11/4." x 20 ga.ridge strap to 2-10d box(3' x 0,128 ), or ________.._._ PP x "' Face mail each rafter 3 „ !SDS 0.167 5 rafter 3-10d common (3 0.148 }.or I 2 staples 1 d4 ;- ___..--__---------_.._.._.__._._,__. _ 1St31 _ _ 0.079 Section Rg05 Rooftop-mounted Photovoltaic systems Rg07.2 Wind resistance. Rooftop- 4-3"x 0.131"nails -- 3-8d box(21/2" x 0.113"); or ��.»>_,_....,-„_._.--_...._..__....___-_.--.-......-......_..___..."."_„_--_._..._-.__....-_---___....--.....__._-__-..__._.�__...___.,__.,_.._...._......_....._.,__. mounted photovoltaic panel or modules systems shall be installed to resist the component --- 3-16d box nails 3112"x o.135" ;or 2-8d common (2112 x 0.131 ),or n �- ___."___.___._._..____._.__. and cladding loads specified in table R301.2(2) adjusted for height and exposure in ( ) 2 toe Halls an one side and 1 toe nail 19 1 x 6 sheathing to each bearing Face nail I PCA 0.095 ( } '2-10d box 3"x 0.128" , Car 3-10d common nails 3"x 0.148" ;ar I ( ) IPCA�_______-__.______-._._._ _-___.____.____.___.. 0.183 - accordance with Table R301.2 2). 6 Rafter or roof truss to plate ," on apposite side of each rafter or 12 staples, 1"crown, 16 a., 1 1 long 4-10d box(3"x 0.12$ ),or truss' p ___ -__�_ _._ " _ _ __-._...____ ____.__.- -- - _____-_ 4-3"x 0.131"nails 3-8d box(2112"x 0.113"):or #FICA - - -.___. -_ _ �s __ ___-- Section R602 Wall anchor BOLTS- 1/2" DIA- plate washers not less than 3"x3"x3/16". -- ---- - --- -- - - -- -- 1 " ,+ 1 "x " le _- Max bolts spacing shall be 48 oc for two stories in height, 72 oc for one story 4-16d(3 /2 x 0.135 );or 3-8d common (2 i2 0.131 );or I t p g " g " ry in height. 3-10d box(3"x 0.128"'}, or lee 0,7 3-10d common(3112"x 0.148"); or 4-10d box(3"x 0.128");or Toe nail 3 staples, 1"crown, 16 ga., 131., fang ( (Seismic design Category B R602.10.8 Roof Rafter ties to wall Roof rafters to ridge,valley or hip rafters or roof rafter 4-3" x 0.131"nails 20 1"x 8"and vAder sheathing to each bearing Wider than 1" x 8" Face nail Wall bracing as per R602.1 1 "P „ . 4-Sd box(21/ ' x 0.113" or Table 02.1 1 to minimum 2 ridge beam 3-16d box 3 /2 x 0.135 ),or 3-sd Gammon 21i "x 0�131" or 2-16d Gammon (3112"x 0.162"); or ( 2 )' 3-10d box(3"x 0.128"),or End nail 3-10d box(3"x 0.128"); or 3 ,P Rafter or Tt�uss Uplift Connection Forces From Wind 3-3"x 0.131"'nails j 4 staples„ 1` crown, 16 ga., 1 /4 long (Pounds Per Connection ) 16d common(31/2" x 0,162") 24"o.c.face nail _ . _. . . -_-. . Roof Pitch Roof Pitch PoIof Pitch Roof Pitch Roof Pitch 8 Stud to stud(not a#braced' rall panels) 10d box(3"x 0.128");or - 16"o.c.face nail <5.12 5:12 <5:12 t 5:12 <5:12 15:'12 <5:12 t 5:12 <5:12 a s,12 l -------------- -jPY x 0.131"nails e...�,,,.�� - -- - ------------)- - -------- ---- --- ------------------------ 12 4$ 43 59 w 16d box(31/2" x 0.135");or 19 59 5_ 74 89 81 122 112 157 14 Stud to stud and abutting studs at intersecting wall corners x 12 o.c.face nail N TABLE D1€f1 g 3' 0.131' nails ° �(at braced wall panels) -------- - ---------- - -- ---- ----------------- - --- - -------- - - - ----- 24 71 62 59 79 10=1, 93 149 137 192 178 16d common(3112"x 0.162") 16"o.c.face Hall DEGREE DAY AND DESIGN TEMPERATURESa FOR{CITIES IN NEW YORK STATE 2s is ss ss as 121 1� 1s7 153 21s 2clo 12a`o.c. 16d common(31/2" x 0.162') I 16"o.c.each edge face nail $2 85 75 109 97 134 120 185 170 240 222 10 Built-up header(2"to 2"header with 112"spacer) DESIGN TEMPERATURES - 120 1 14s 132 2c3 155 2s4 244 16d box(3112" x CAW!') � 12"o.c.each edge face nail HEATING 3� a4 s2 1 „ " DEGREE Winter Summer 42 1 922 1d5 120 165 149 2lc 211 3CL9 278 5-Sd box(2 117"x 0.113 ),or �� _ DAYS DEGREES 46 Its 102 151 134 1"c5 166 259 23S 336 311 11 Continuous header to stud 4-8d common(21/2"x 0.131"):or Toe nail D bulb IA/et bulb NORTH 12 64 $7 75 70 93 126 117 162 150 Unauthorized alteration or addition to this plan is a 4-10d box(3'"x 0,126") (yearly • STATE STATIC}Nb rural) f37112°/s, 2112�lt3 2�f2$7 LATITUDES 1s 78x 69 98 E9 118 ii"t3 162 1as 209 1'94 violation of section 720q of the NY5 Education Law - 16d common(31/2"x 0.162") 16"o.c,face nail 24 1 942 lie 105 144 130 1913 12 255 237 12 Top plate to top plate 10d box(3" x 0.128"); or I " Albany 6,875 -1 88 74 42050' 25 I 105 92 132 117 161 145 222 2V 2E7 2 • Copies of this plan not bearing the Architect's red inked seal and 12 o.c.face nail 16�o.c. 3" x 0.131"nails ! 32 114 10� 145 129 1xs 1so 2� 22� 31s �� signature shall not be considered to be vaild and shall not be valid $-16d cowman(31/2"x 0.162");or Aibartyd 6,201 1 88 74 42°sc1' E3s 125 1cs 1 161) 141 194 176 2 247 3 `- for construction. Double top plate splice for 8DCs A-D2 with seismic braced 12-16d box(31/2"x 0.135");or 42 141 122 ISO 160 221 198 �s 291 399 37C1 • There shall be no master filing of this plan with any building BIr18t'ar1t°C' 7,286 1 83 72 42°14 " department and shall deem the I wall line spacing<25` 12-10d box(3" x 0.128'"); or I Face nail on each side of end joint ��4a 157 136 201 178 24S 221 343 314 447 41�1 P pan to not be valid, sealed and 13 -- - _ 12-3'" x 0.131"nails - ,(minimum 24"lap splice length each Buffalo 7,062 6 85 73 43a00P 12 9s cs 11� 1c:s 4r3 ias 1 µ is za4 zas signed plans are good for one calendar year from the date listed Double tap plate splice SDC;s D0. D1,or D2; and braced -!side of end joint) below. wall 12-16d(3112"x 0,135") NY(Central 4,871 15 80 75 4o°5i ` Simpson Hu ti' cane Ties H r Uplift 575, Hsi; Uplift q50 • This plan is for the building lot address below and is for a one line spacing�25' I NY Park)d time use Dated:Oq/22/21. Exposure "G" _ ... .............. . .. ........ ................ ................................ . .... .. . .. . Address: 3475 WELLS ROAD, PEGONIC, NY TABLE R602.3(3) NY(Kennedy) 5,219 15 87 75 400 40' SPACING (feet) Roof Pitch Roof Pitch Roof Pitch Roof Pitch Roof Pitch REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa,b,c <s:12 >_5:12 <5,12 2:5:12 <5.12 z5:12 <5:12 }5:12 �5,12 >-5.12 GENERAL NOTES & -__-- -- -- NY(LaGuardia) 4,511 15 89 75 4Q45(3" 12 95 88 110 102 126 118 161 15i 198 186 f' 117 » HIGH WIND MINIMUM - ULTIMATE DESIGN --- is 1$ 121 111 141 131 16a 151 20$ 195 2s7 24z ` ---�•-- Rochester 6,748 5 88 73 43010` �,- :r� ,t. 5 ,• SPECIFICATIONS MINIMUM WOOD 24 148 136 473 160 zoo 185 256 239 317 2s3 �'` '°= MINIMUM NAIL NOMINAL MAXIMUM WALL PANEL NAIL SPACING WIND SPEED V„lt v` - - - -- STRUCTURAL PANEL STUD SPACING (mph) yd 6,650 1 S7 74 42050' zs 16s 152 19s 17s 225 zos z$9 269 a5a 33s ` SCheneCtad �++ �� •rM "_ * �� 1 /� 12"o.c. W --_�- PANEL SPAN • �"�" Z .i�1"„S'` J. 32 184 168 216 199 249 231 321 299 398 373 i `; Penetration THICKNESS (inches) I Edges Field Wind exposure category �'�� GAVOUNIS RESIDENCE size ____._ Syracuse 6,756 2 87 73 4'� 10 ,.. .,, RATING r";.. . 35 202 185 237 218 274 254 353 329 � 43$ 411 r:• � �'/ (inches) (inches) (inches o.c.) (inches o.c.) 8 C p y 4 " - 42 229 210 269 248 312 289 402 375 499" 468 - ------------------- -- - 6d Common 3 48 256 234 302 278 349 323 450 420 560 524 PETER T. PODLAS -: ` - - 1.5 24/0 ! 16 6 12 140 115 110 (2,0 x 0.113'} 12 126 117 146 136 168 157 214 201 263 247 � - -- - -�- -- . ---- -- --------- - - ---------- -------------- $d Common ( 16 6 12 170 140 135 ARCHITECT O 18 161 148 18$ 174 217 201 277 259 342 322 ^^"„,. ".r+ (2.5"x 0.131") 1.75 24116 7i1fi 24 6 12 140 115 - 110 24 197 181 230 213 266 246 340 318 Q2 39fi BOX 1058,REMSENBURG,NY 11960 631-325-0929 -- ----�--------�------ -- 28 221 202 259 238 259 277 384 358 47fi 446 DATE Oq/22/21 For St:finch=25 4 mm,1 mile per hour=0447 m/s, 16"a.c. 32 245 223 287 265 331 307 427 39$ 529 496 a. Panel strength axis parallel or perpendcurar to supports.Threw-ply p1p000d sheathing with studs space'more?hart IF,inches on center shall be an lied vith panel strength axis perpenc�` uIar to 36 269 246 31S 291 364 338 459 43$ 583 547 5GALE: A5 NOTED 3475 Wells Road, Peeonie, NY Kid supports. � Page 2 b. Table is based on wind pressures acting toward and away from b6iding surfaces in accordance with Sect-an R301.2 Lateral gracing requirements shalt be in accordance with Sectinn F6 2 10 42 305 279 35$ 330 415 384 535 499 664 622 rh, ff k...mr. iff-4 n. In -+h� ;41n.-.-stirs.. D1,,...n 4X-f-4 I1< W n� scan r,-n,=..,.41; 4 48 1 340 1 311 1 402 370 464 430 599 559 745 657 01 19'-q" 40, (2)2X12 —� (2)2X12 I I I � O I N - I _2X6 MCA 5TH014RJ 5TH014RJ I LEDGER I 2'-0" 12x12 PERMAGAST r- - - - - - - - - - - - - - - - - - - - PORCH POST wraps 5TH014 I U 7'-11" a-o' - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - — around 4x6 MCA post '--*f I r � I o I 13'-b" I �� 8„ I_D H2A � I I • Decking I I 1 I MCA Deck Joist = I = 1 1 GONC, 1 2a2o m I m tL O 1 1 BUTTRE55 (T(P.) o Simpson AB�N46Z � (2)2X � o � I I I I BC.4 � 4x6 post base - �� 1 0 post � � � � � I I carp I I I I b" dia. concrete filled X 'Z I I I `� ^ INSTALL GIRDER FLUSH - NOT o _ sono tube - rebar to — — — 1 q"x1 q"X6" poured 5THD14 DROPPED IN TH15 SPAN ,) N — I 2x10 ledger I 1 (for headroom) o D cons. footing - � � 3.5 X 11.88 2.OE m � — — — — - - - - - - - - - - - — — — — — — — -� � � PARALLAM GIRDER 3"DIA. STEEL ZIP COLUMN ON A ( I I I 2X6 MCA v 2 3068\ 2FT X 2FT X 1 FT PG FTG 1 I I I � 1 1 LEDGER O INSUL PORCH 5ECTION LL - 0 L L -1 m 1 L- - - - - - - - - - - - - - - - --- - - - - - - - - 5.25 X 1 1.bb 2.OE PARALLAM GIRDER w --5.25X11.552.OEPARALLAMGIRDER 4'-0" I O I I �r E (NOTE HOLD 6'-4" MIN. 3066 I 1 o I I I O U- 40, X w SLAB TO BOTTOM OF p Insul Decking I 1 I F m QO GIRDER) T Lo Q0 o f I in 2FT X 2FT X 1 I o I I o r 1 FT PG FTG I 4'-0" MCA Deck Joist m l I H2A I / I I X 4 ABU44 4 Simpson �- Sim x :� - - - - - IG = = p - I —I � � I I � I 3.5 X 14 parallam FJ 2.OE I post base I I I — — 12520 Y dia. concrete filled I I 1 5 1 I I sono tube - rebar to I IL_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � 1 �' 1q"x1q"xb" poured 1 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I � conc. footing I I I — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — DECK (0IRDER PIER DETAIL 1 ( I I - 2X6 MCA v � I 11'-b" I I 2'-0" b' 4" O LEDGER w p I I I I 0-61. cv 1430, b, ZQ (2).2X10 GIRDER (f3R w I I DROP TOP OF FON 101NINM PITCHED T06 X 01 I I Q —L L®:-1 �— FOR DOORS AS � DRAIN I 1 A I I REQ'D \ I I 16'-4" 21'-b" I I I I 1 L_8020yESSH A D _0 _ _ �Q$OQY�13N A�DQQ1�_ 1 6'-2" 0110'-8" 6' 2— — — 400 6'-0" 23'-0" —10 54'-10" TABLE R507.9.1,3(1)DECK LEDGER CONNECTION TO SAND joiST9,�(Deck live load 40 psf,deck dead toad c 10 psf,snow load 5 40 psf) JOIST SPAN z CONNECTION DETAILS 6'and less 6"1"to 8` 8'1"to 10` I 10'1"to l2` I '12'1"to 14' 1 14.1"to 16' 16'1"to 18' FOUNDATION PLAN On-center spacing of fasteners 5 GAL E: 1 /4" — 1 ter z maximum Fire Protection +r�# Floors ( - for il�c�rltpllance with l�'t2 IRC Section R501.3 and -94 O � maximum stleathing'� � 30 23 18 15 13 11 1E? m 1/Arch diameterbolt with 112-inch maximum 36 36 34 29 24 21 19 Ln 201;51201812r�21 IRC Section R302.13 O O sheathing Fire Protection- Mineral Wool Insulation �/� inch diameter belt v�th 1-inch maximum The forloiMng fire resistance design is an alternative to the 2-by-1 0 dimensional lumber prescri#sed In 2012 IRC Section R501,3 and sheathing`' 36 36 29 24 21 18 15 2t715i2016t2f121 IRC Section R3t32.13 Exception 4U vaith demonstrated equivalent ire performance MIN LAG 5eREN OR BOLT 1/2" Dia. @36"OG Mineral Wool insulatlonK b,or PLACEMENT OF LAG 5CRElN5 & BOLTS IN LEDGER BOARD EXTERIOR SHEATHIPIG 1 ;. r fi €ois % r `" 'w< 1 TI%'G x SAND,I JOTS-T R30 l �fi 11.EEPED fi?I ,'I 1? _. ._._..., __,_... Mineral wool imulation M�[ \V t 8" poured Crawl Space Exception" _ In accordance with Exception 2 of the 2012 IRC Section R501.3 and 2015/2DtGt2021 IRC Section R302-13,floor assemblies pp }} = O concrete wall located directly }�'over a cravrrl space not intended for storage or fuel-fired appliances liances do not require mineral woof Insulation for fire V f DECK J� ST = #4 Horizontal � � keyed to a protection. - Rebar o co 16" xb poured r MAX. 17— v concrete MIN footing s�Gt La FOUNDATION PLAN, DETAILS FLOOR FRAMING EXITl#-€ ,� . . . P010-1 iVrIO*h4V01%LL �� -' 10 �- ,r�.� GAYOUNI5 RESIDENCE MINIMUM HORIZONTAL Poi � � =25.4 t m. REINFORCEMENT FOR M °M " PETER T. POOLAS IGURE IR507.9.1.3 'PLACEMENT OF LAG SCREW$AND BOLTS IN BAND JOISTS BR GONGRETE BA5EMENT ARCHITECT o NALLS BOX 1058,REMSENBURG,NY 11960 631-325-0929 DATE Oq/22/21 SCALE: AS NOTED 34151Nells Road, Peconic, �—� DECK J015T TO FIRST FLOOR JOISTS NY Page 3 of 10 WALL LINE ELEVATION VIEW 01 10 ........ ... BI B2 1=1 YZA Line Leagtb. 31' 2" OUTDOOR NOTE: ALL HOUSE AND GARAGE EXIT KITCHEN N OPENINGS TO POOL AREA TO COMPLY WALL LINE PLAN VIEW WITH NY5 BLDG CODE SECTION 303, ENERGY CODE E 504.3, 1220.5 POOL 2X4 BI B2 ALARMS MULLION I (3)2X6 Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing OUp [4� Story 5TH014RJ P05T Line Method Factors Amount Factors Amount Bracing ,Bracing Status (3)2X6 (3)2X6 DECK %Z (3)2X6 1 7- P05T POST I 5THI)14RJ 1 I P05T FNG 100611-4 2nd Story I CS-VVSP 0.89 3.12 Exempt Exempt 3.12 27.25 Compliant F1/46 160611-4 Safety bar on exterior face of door ............ 5TH014 *k Adjacent ------ wall '3040 5.25"X 15" 2.OE PARALLAM HOR dl Wall Line Bracing segment Qualified Tension 3.5 X q.5 2.OE HOR 3.5 X cl.5 2.OE HOR CXN 14 =(fJ CXN1 4 Segment Height Method Length Opening Segment Nails Tie Hold Down 1 5.25 x1 1.25 HOR Height 0. R (4)2X6 iv dLvdw 10 POST (4)2X6 131 91 CS-WSP 11611 51011 0 6'1/12" P05T ILI X 11.25 2.OE PARALLAM HDR�- Q� d d LIVINC-7 132 91 CS-WSP 27' 3" 5v 0" 27.25 6"/12" 800 6 9 built in 36" high CV X PREFAB GAS F.P. railing INSERT N/DIRECT surrounding VENT N/TIOHT X stainvell 2ND FLOOR LEFT WALL FITTING NON z SCREEN z DINING z COMBUSTIBLE LU DOORS U.- - IQU- - �n - - - - - - - PORCH WALL LINE ELEVATION VIEW © � � € - - - - - - - - - - - _ _ .................I- TN2032 STH014 2565 41-0 01 < 1z in 266b BENC N5U GO TER 1?B2 B3 135 61-0 B4 13 1 6 C 2b6b KITCHEN (3)2X4 ccev POST 3' high built in O 1z aft I inp. f t-.nnth, t;!:'40 - - - - - - railing 2465 MUORM (3)2X4 IL 4065 131� pantry pantry (2)3065 PCKT DR5 b 5.25 X 14" 2.OE PARALLAM HDR FLUSH (2)2X10 HOR TT WALL LINE PLAN VIEW X 10 5.25 X 16" 2.OE PARALLAM HD 14FT SPAN bar 2b6b 81 B2 B3 B4 IBS B'6 U.r 2565 1 1 5CFD 3144" 0,0'0'-411 61-b.. War[ Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing 2X6 RR GL 3 Story 0 Line Method Factors Amount Factors Amount Bracing Bracing Status 2468 2nd Story C CS-WSP 1.16 3.69 Exempt Exempt 3.69 29.34 Compliant NALL5 & GLG TO BE ---------------------01 OPEN DI 11 ABOVE 1z I 51b" FIRECODED JR. M1130RIVI X DEN (# Adjacent 1/2" CA Walt Line Opening < - 14' Segment Height Method Length Segment Tie Wall Bracing Segment Qualified Nails Tension Hold Down 10 BATH T 1 "eight GIRDER- 206b 91 5t BIT 231-2"131 CS-WSP 51 Off 5.67 6"/12'f 3.5 X 9.5 2.0E GIRDER 3.5 X q.5 2.0E GIRD N O 12'-0" in 1 01 'z 206b 91 9t off 6.- 141-6" B2 CS-Wsp 51011 9 6"/12" 10 OL 2665 CL 61-5.. CL 306 2665 ro-T,�/ .1 3.5 X cl.5 2.0E HOR 133 91 CS-WSP 21 Off 5f 0" 0 611/1211 3068 -t3 11-01, 11 1 IN5UL. 3.5 X cl.5�2.OE HOR U) Q� -------f- 134 91 CS-WSP 2T Off 51 Of' 0 611/121T V GARAGE I V N - SIDELITE OVL2030 X (2)TN3052 2 TN305 N/L\,/L W - 1 17 e - 2 l'o" E v X SUPPORT '4ULLION E .0 op 5UPPOR MULLION (E) 91 9v Oil 135 CS-WSP 51011 9 611/12'r -3 T-O" PORCH-0o 1 'J in -----------------ol 91 I in F- in 1z U) - - i 3.5 X 1.55 PARALLAM HDR-J 136 CS-WSP 51 8" 51 0" 5.67 6"/12- - - - - - - 5/4 X 4 MAHOGANY DECKING E 2X8 RR's 16" OC 12"X12" PERMAGA5T \Z E 2ND FLOOR REAR WALL �3 PORCH POST WRAPS b. a.-III 01 X13 AROUND 4X6 MCA P05T CA (TYP) X 40, WALL LINE ELEVAT10N VIEW O 3.5 X q.5 2.OE HOR 3.5 X q.5 2.OE HOR All windows to have a DP 50 rating 2 5050 OH DOOR bObO OH TN3046 DOOR CONCRETE ABOVE APRON B1 132 B3 134 B5 6-2 1 ------------------00, a.-III b.-T, 25-0" 54'-10" ol WALL LINE PLAN VIEW 131 B2 B3 134 Wall Story Braciing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status FIR5T FLOOR PLAN SCALE: 1 /4 1 2nd Story 2 CS-Wsp 0.89 3.16 Exempt Exempt 3.16 17.5 Compliant LIVING AREA 2086 SQ FT Wall Line Wall Bracing Segment Adjacent Qualified Tension Opening Nails I Hold Down L5TA 15 Strap by Simpson LSTA 12 Segment "eight Method Length Segment Tie Strap by Simpson RED CIRCLE "eight (14) 100 nails 6" DIA. BI 1)1 CS-WSP 11 61T 5T Off 0 6'o/12" Ilk B2 91 CS-Wsp 6v 611 51011 6.5 611/12" 800 5/b" dia. anchor bolt at strap location (10) 100 nails 2" MIN. V=TYPE "5" CONSTRUCTION FIRST FLOOR PLAN, WALL BRACING F FLOOR 1/4" THICK LINE 133 CS-Wsp 2' 4" 5t Off 2.33 6"/12" Qll TRUSSES 600# Overturning 600# Overturning 8f 811 OT1 OT2 ALL LETTERING REa'D TO BE 134 91 CS-Wsp 5f Off 8.67 6"/12" 800 VqHITE REFLECTIVEtG 1/2" REFLECTIVE FANTONE CAVOUNI5 RESIDENCE Hold Down NTS Hold Down BACKGROUND 9 CS-WSP 5' Off 0 611/12" 7,In 135 or "A. PETER T. PODLA5 TRUSS IDENTIFICATION ARCHITECT (D N, 0"r 206 r .7 L'Zil '_0 X P506RRECEI- 20 /5.2! =L //r�t� r 2 16b (2665 665 Z(I'N5UL. (L5 5/ A� 2ND FLOOR RIGHT WALL SIGN @ ELECTRIC PANEL BOX 1055,REM5ENBUR6,NY 11960 631-325-0929 DATE Oq/22/21 SCALE: AS NOTED 3475 Wells Road, Peconic, NY A4 Page 4 of 10 01 -40 8'-8" G 13'-2" 5'-11" G 5'-11" 10 01 TW30410 TW30410 H TW30410 �TN30410 H - TW30410 TW30410 OTW2 O W/LVL SUPPORT MULLION 036 W/LVL SUPPORT MULLION TW2036 W/LVL SUPPORT MULLION Install 1 1/4"20 guage galvanized --� - - ----- 2x8 RR 16" oc 2X12 RIDGE strapping @ 16" OG over RIDGE co O o ! l with min. 12" bearing on each TYPICAL ROOF iv fan I � I iv RAFTER. 2065 �J' 2068 I o 2X12 RR'S 16" OG -it ; I 12 1/2 FELT HEATHING 12'-10" 5'-0" 12'-10" ~ O 6 /2x12 RR 16" oc ARCHITECTURAL SHINGLE ROOFING CO (OT2 IOT2 BDRM BATH ', - TYPICAL OVERHANG (#3) #2 BDRM BATH 2X8 GJ'S �; (#4) #3 0 161, OG R38 BATT 1X8 KLEER FASCIA SD 5D - � � v W/ALUMINUM GUTTER 5D 1z O VINYL SOFFIT, VENTED 2'-4" 2'-4" � M'BDRM -- o x x 2068 I 5.25 x 14"2.0E NOTE ALL INTERIOR o o GI-- (#5) v I I parallam parallam hdr WALL5 R13 FOR TYPICAL WALL __- -- "" GL GL CA I I SOUND DEADENING RED CEDAR 5HINGLE5 I I HALL o TYVEK 2868 2868 I I 1/2 EXT. SHEATHING GAME I I 2X6 16" OG GO SD 2468 o v BDRM#4 R 21 BATT INSULATION m = W = 3068 Pull down attic _ _ _ m I I 1/2 GWB 7 D SD �`=stair I 3.5X18 PARALLAM `r 2868 2068 4'XV-5" Q L m I I ry (insulated) FLU5H HDR �\ O (3)2X4 L - - - (3)2X4 Ln = _ 12 ON fan M'BTH ® z m R1 ci BATT 10 GL 2868 2868 PGKT 3.0 UTJI 14" 360 FJJMM - - - - - - - - - - - `_y TJI 14" 560 FJ 16" OG 4068 2068 25 OPEN LG `°' 2'-0" — — — /BELOkN 12068 \ 5.25 x 14"2.0E _ - 0 13'-101, IG 3-0 2'_0" 3'-0" parallam flush hdr 3.5x1.552.0E 5.25x15"2.0E parallam hdr parallam flush hdr BATH j \ BDRM OPEN SR/7T DINING o #4 - (#2) _ ___- GL OFFICE (OT2 " 4068 o R30 ROXUL Bath under garage roof 2x8RR I I r o EL. 13.5 _ b'-0" 2068 LAY ON TOP (3)2X6 I O m tj j `� TJI 14" 560 FJ 16" OG C I - t'� 14"36o f' 221ux22ented i 0 6 16 4 5.25X14" FLUSH PARALLAM-1 ►n VGM . 5.25 X 11.55 - ---___ 5k II ht 3.5 X 11.25 2.OE PARALLAM - I GAME PARALLAM HDR _-� y 9 I I 3.5 X 11.25 2.OE PARALLzi ----EL. 10.0 0 - _ �_� o \ I / I `�' I I (3)2X6 I Isloie - _ - - - - - - - - -AREA - - -1 - - -_- -sloped - � + (05 TW30410 i TW30410 Glg. - ,2XS�R- - - - - - -� - -`_. - TW50410 TW30410 o W/LVL SUPPORT MULLION ( -/ 16" OG 2X8 RR u, clg. area o O I W/LY'L SUPPORT MULLION e ( / I \ � � 16 OG 12' 2" -' - 12' 2„ ----------------- WITH vERT. TN24410 TW28410 TW24410 WITH VERT. AND HORIZ. °j EL. 4.ci' SUPPORTAND TWT2410 TW1.2810 TWT2410 SUPPORT MULLION /N)(> ) Qa)LR) C)O MULLION a, 2'-6" b'-1" b'-1" 2'-0" 11'-0" 11'-0" 2'-0" b'-1" 6'-1" 2'-6" HliF EL. licit Goundwater cv o m �, 16'-8" ;01 22-0" 10, 55'-4" BUILDING SECTION 5EGOND FJILOOR FLAN SCALE: 1 /411 = 1 '-O" ARCHITECTURAL ROOF 5HINGLE5 12 4 017'-0" 7'-0" 8 8 O R O 8 12 8 TWT2410jTWT2810 TWT2410 12 12 35 M TW28410 35 TW3046 (2)TW3041 D TW24410 Q TW24410 (2)TW30410 12 N N 4 G G 2ND FF. 2'-0" RED CEDAR o OYu2030 5HINGLE5 (2)TW3052 OV (2)TW3052 OY 8080 OVERHEAD DOOR 5080 OVERHEAD DOOR E E 15T FF. EL. 13.5 ❑2 V -- / ////7= 12 X12 PERMAGAST ��~; SECOND FLOOR PLAN, BUILDING PORCH P05T WRAP5 ('� ,. i.�As AROUND 4X6 MCA P05T 1 ; �c`� SECTION, ELEVATION FRONT ELE\/ATION S(ALE: 1 /4" _ 1 ,_�� _ �5`, (TYP.) I �. w th GAVOUNIS RESIDENCE PETER T. POOLAS o m ARGHITEGT O EL. 1.ci' Goundwater 6OX 1056,REM5EN8URG,NY 11960 631-325-0929 DATE Oq/22/21 5GALE: A5 NOTED 3415 Neils Road, Peconic, NY A5 Page 5 of 10 NO VENT PIPES IN THIS AREA- UNOBSTRUCTED ROOF AREA FOR FUTURE 50LAR PANELS A5 PER SECTION 24. ROOF STRUCTURE TO BE REINFORCED BASED UPON 50LAR PANEL MANUF. AT THE TIME OF INSTALLATION 16'X19'AREA. PROVIDE ACCE55 WALK5. 50LAR READY ARGHITEGTURAL ROOF COMPLIANCE WITH T.O. SOUTHAMPTON ZONING CODE ROOF SHINGLES 12 5EC.16.3.2. 50LAR READY ROOF REOUIREMENT5 AMENDED ON 202ORC 12 8 OF NY5 APPENDIX"T" (RE) 8 NOTE: ALL GUTT ER5 TW2036 TW2036 AND LEADERS TO (2)TW30410 ' (2)TW30410 (2)TW30410Jjl DRYWELLS AS PER G H H � G SITE PLAN 12 G 12 10� - �4 GXW14 D 3040 � RED O 5 FWG 160611-4 GXW14 5 D TW2032 5HIDAR NGLE5 FWG 100611 O O G [—I L L ' I 11D -�ZZZ-Z /ZZZZ 777Z:2 7 REAR ELEVATION SCALE: 1 /411 = 11-011 12 ARCHITECTURAL ROOF 5HINGLE5 b� RED CEDAR SHINGLES TW2030 L I TW30410 12 �--AN 11 41 8 12 • J 10� 12 TW30410 TW20410 J TW' 20410 s � u I K K P 3068 TkN28310 RED CEDAR `� ❑ 5HINGLE5 - - - TW3052 3'-0" HIGH RAILING - S I D E E L EVAT I O C SCALE: 1 /4" = 1 �-o�� _. SIDE SCALE: 1 /4„ = 1 , GAVOUNIS RE5IDENGE s PETER T. POOLAS ARCHITECT O BOX 1058,REM5ENBURG,NY 11960 631-325-0929 DATE 09/22/21 SCALE: A5 NOTED 3475 Wells Road, Peconic, NY A6 Page 6 of 10 3" ROOF VENTS I I i 4" ROOF VENT i 3" ROOF VENTS 3" ROOF VENTS ROOF WALL LINE ELEVATION VIEW elvented 22"X22" I BATH#4 I I I I ,� I I I BATH#3 I I VGM Skylight I I ' I BATH#2 I I �� I \I� I I �I I ( I I M'BATH \ 11 1/2„ 2 1 1/2„11/2„ 2 I 1 1/2" 2 I12 r I I J� I I I I I I I I I I I I I I I I 2" Bi" B2 8 BA /TH # 'T I I r n _ 1 1/2" 1 1/2" F1112" 2ND FLOOR d, 2„ 3 3, ,_2,� 2„ 3„ 2„ 2" 10 WALL LINE PLAN VIEW Bi ..:B2 — — — — — — -- — — — — — — — — — Story Watt Bracing Wind Mind Bracing Seismic Seismic Bracing Required Qualified Bracing _� 14" TJI 230 FJ 16" OG Line Method Factors Amount Factors Amount Bracing Bracing status — — — BATH#5 MUDROOM i 2nd Story A CS-WSP 1.:16 3.6 Exempt Exempt 3.6 10.66 Compliant KITCHEN BAR 40 (� 1 i ( i 51NK BATH#1 Adjacent I I I I �' \ I- - _ Wall Line Watt Bracing Segment Opening Qualified Nails Tension "old DownT Height Segment Height Method Length Segment i 1 1/2"e I I I I 21'-6" 13„ 1 1/2" I I I I 1 1/2 g -- I 1 1/2" 1 1 1/2" I 1 1/2 I I \ \ 1 2" B1 9' CS-WSP 5' 4" 5' 0" 5.33 6"/12" 16'-0" I ' o B2 9' CS-WSP 51411 5" €l" 5.33 611/12'" M U D ROO M GARAGE 1/2" 1 1/2" 1 1/2" 71/2'1 1/2" 15T FLOOR W 2ND FLOOR FRONT ALL CENTER 3„ 3" 2" , , G.O. ill 4" WALL LINE ELEVATION VIEW 4' y PLUMBING SCH AMA T I C TO SUFFOLK NT5 COUNTY APPROVED SEPTIC 5Y5TEM Bi B2 1NINDO1N SCHEDULE WALL LINE PLAN VIEW , FLOOR 1 Bi B2 Watt Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Story Line Method Factors Amount Factors Amount Bracing Bracing status WINDOW/MODEL MARK QUANTITY NOTES MANUFAGTUR!=R OYEIzFRAME ON 2nd Story A CS-WSP 0.69 2.76 Exempt Exempt 2.76 10.66 Compliant TW2032 - PH C 1 SAFETY GLA55 ANDERSEN MAIN ROOF CXW14-CA5E. D 2 ANDERSEN Watt Line Watt Bracing Segment Adjacent Qualified tension (2)TW3052 - PH E 5 MULLED UNITS ANDERSEN Segment Height Method Length Opening Segment Tim Tie Hold Gown T1N28310 - PH F 1 ANDERSEN OVL2030 - FIXED OV 2 ANDERSEN 131 9' CS-WSP 5" 4" 5' 0" 5.33 6"/12" TW3052 - PH P 1 ANDERSEN P3040 - FIXED 5 1 B2 9' CS-WSP 51411 5' 0" 5.33 6"/12" FLOOR 2 2ND FLOOR FRONT WALL LEFT 1NINDOIN/MODEL MARK QUANTITY NOTES MANUFACTURER I_ _F - - - T- - - � (2)T1N30410 - PH G 5 MULLED UNITS ANDERSEN TiN2036 - PH H 2 ANDERSEN GAME ROOM � TW30410 - PH 1 2 ANDERSEN WALL LINE ELEVATION VIEW AN41 - AWNING J 1 SAFETY GLA55 ANDERSEN TW20410 - DH K 2 ANDERSEN r' TN2030 - PH L 1 ANDERSEN T1N3046 - PH M 1 EORE55 ANDERSEN -' T1N24410 - PH N 2 ANDERSEN T1N2b410 - PH Q 1 MULLED ANDERSEN B Bz TWT2410 - TRAN. O 2 MULLED ANDERSEN TWT2b10 - TRAN. R 1 MULLED gyp} Line 16 t n 5d1�.i. O , EXTERIOR DOOR SCHEDULE ''il ALL LIFE PLAN VIEW FWG160611-4 1 1 ANDERSEN Bi B2 Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing SO80 OH DOOR 2 2 TYPE BY OWNER Story Line Method Factors Amount Factors Amount, Bracing Bracing Status 306b ENTRY 3 1 TYPE BY OWNER/KITH 2 51DELITE5 2nd Story A CS-WSP 0.89 2.76 Exempt Exempt 2.76 10.66 Compliant 3065 1 2 2868 INSUL 5 1 GAME ROOM ROOFSECTION adjacent 2868 5CFO 6 1 Wail Line Wall Bracing Segment ©peeing Qualified Nails Tension Hold Down Segment Height Method Length Segment Tie 2668IN5UL. b 1 Height F1NG100611-4 4 1 ANDERSEN Bl 9' CS-WSP 5' 4" 5' 0'" 5.33 6"/12" PLUMBING 5GHEMATIC, B2 9' CS-WSP 51411 5' 0" 5.33 6"/12" 5EGTION5, WALL PANELS, WINDOW/DOOR 5GHEDULE 2ND FLOOR FRONT WALL RIGHT GAVOUNIS RE5IDENCE ZVI PETER T. PODLAS ARCHITECT O BOX 1055,REMSENBURO,NY 11960 631-325-Og29 DATE Oq/22/21 SCALE: A5 NOTED 5415 Wells Road, Peconic, NY Page 7 of 10 WALL LINE ELEVATION VIEW WALL LINE ELEVATION VIEW A 2: Bi B2 B3 B1 B2 I Tot2t Wall Linp--Length* 12' an F Tota Wail Line Lenoth: 31' 9" WALL LI N E P LAN V-I EW B1 B 3 2 B WALL LINE PLAN VIEW Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing B2 Line Method Factors Amount Factors Amount Bracing Bracing Status Story Wall Bracing Wind ' Wind Bracing Seismic seismic Bracing Required Qualified Bracing 1st Story C CS-PF 0.96 3.26 Exempt. Exempt 3.26 4.5 Compliant Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story D CS-WSP 1.34 9.09 Exempt Exempt 9-09 27.25 Compliant Wall Line wall Bracing Segment Adjacent Qualified Tension Segment Height Method Length Opening Segment Nails Ti e Hold Down WALL LINE ELEVATION VIEW Height Adjacent Wall Line Wall Bracing Segment Qualified Tension Nails Opening 9v 11 81P Segment Height Method Length Segment "old Down 131 CS-PF 5' 01' 2.5 3"/3" grid 1,700 Ti 6 "eight, 51 o1T 91 -WSP 1 6"'B1 9 CS -PF 0 3"/3" grid 0 611/1211 B2 CS 0' 711 61 8 11 Bi B2 B3 B4 B5 B3 9' CS-PF 114" 61 Sir 2 3"/3" grid 1,700 B2 91 CS-WSP 27' 3" 5' Oar 27.25 611/1211 800 iotalWall Line Leagtb; 54' 10" WALL LINE PLAN VIEW 5UNROOM SIDE NALL 1 ,5t FI . RIGHT SIDE NALL .......... B1 B2 B3 B4 B5 Story Wall Bracing W-ind Wind BracingSeismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 3 CS-WSP 1.29 6.71 Exempt Exempt 6.71 35.83 Compliant WALL LINE ELEVATION VIEW Adjacent WALL LINE ELEVATION VIEW .... .. ... ........ Wall Line Watt Bracing Segment Qualified Tension opening Nails Hold Down Segment Height Method Length "eight segment Tie r. 1 T 11 T ff '31 9CS-WSP 5 2 5O 5.17 6 /12" B1 B2 B3 B2 91 CS-WSP 13' 7" 61 8" 13.58 6"/12" B1 B2 B3 B4 B5 B6 133 91 CS-wSp 5' 0" 61811 5 611/1211 1 Total Wauijr-1 is -vqLfr- Totat Wafl Jjne Lencith.1-71' 4" 134 91 CS-wSp fif 711 5' 0 it 6.58 611/1211 91 WALL LINE PLAN VIEW B5CS-wSp 51611 5t Olt 5.5 6fl/12lf WALL LINE PLAN VIEW BI B2 B3 Story Wall Bracing wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing 131 B2 Ba 134 B5 B6 Line Method Factors Amount Factors Amount Bracing Bracing Status 1 St FI . FRONT NALL Story Wall Bracing 'bind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing I st Story A CS-WSP 1.01 4.65 Exempt Exempt 4.65 7.75 Compliant Line method Factors Amount Factors Amount Bracing Bracing Status Adjacent 1st Story- 1 CS-WSP 0.89 6.5 Exempt Exempt 6.5 32.8 Compliant Wall Line Wall Bracing segment Opening Qualified Nails Tension Hold Down Segment Height method Length Height Segment Tie 91 Waff Line Wall Bracing Segment Adjacent Qualified Tension BI CS-WSP 2' 4ff 6q 8" 0 611/1211 Segment "eight Method Length Opening 'Segment Nails Tie "old Down Height WALL LINE ELEVATION VIEW WALL LINE ELEVATION VIEW 132 91 CS-WSP 51 61T 6T 8" 5.5 6ll/1211 B1 91 CS-WSP 4' 8" 5' Olt 4.67 611/1211 ...................... t-WSP 21 31T 41 0" 2.25 611/121f 82 9 CS-PF 6' 11" 6f 8lf 10.38 3"/3" grid 3,225 1 GARAGE NALL LEFT B3 9 CS-PF 61 16ff 61811 10.25 3"/3" grid 3,225 BI B2 91 B1 � 'B'2 B3 134 CS-WSP 5' 0" 5f Olt 5 611/1211 �l van I Total Wall Line Lpnni-b; 24' Q" B5 91 CS-WSP If 3" 5' 0" 0 611/1211 WALL LINE PLAN VIEW I 136 9 CS-PF .11811 5' Oil 2.5 3"13" grid 1,700 BI B2 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing WALL LINE PLAN VIEW Line Method Factors Amount Factors Amount Bracing Bracing Status Bi B2 B3 1st Story B CS-WSP 0.86 1.63 Exempt Exempt 1.63 5.5 Compliant 1 St Fl . REAR NALL Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Adjacent Line Method Factors Amount Factors Amount Bracing Bracing Status Wail Line Wall Bracing Segment Opening Qualified Tension Tension "o1dDown 1st Story 2 CS-G 1.01 4.85 Exempt Exempt 4.85 8.01 Compliant Segment Height Method Length Height segment Tie [31 9' CS-WSP 516- 61811 5.5 61'/121t 800 1 Wall Line Wall Bracing Segment Adjacent Qualified Tension B2 9 CS-WSP VGT 6t 8" 0 61-112" Segment Height Method Length Opening Segment Nails Tie Hold Down Height Include proper 8001b HD details for IRC placement rules on the plans. BI 91 CS-G 218 of 81 OTI 2.67 3"/3" grid Code BASED ON 2018 IRC NALL BRACING, NOTES SDC (Seismic Design Category) 1-2 FAMILY A-C f slo ql 9 B2 CS-G 21 it t#8 2.67 Ti/3 grid CAVOUNIS RESIDENCE Wind Speed <= 130 mph GARAGE STORAGE NALL 81 On 2.67 B3 91 CS-G 21811 3"/3" grid Wind Exposure Category EXPOSURE B .11 Total Number of Stories 2 STO RY 1.411 PETER T. POOLA5 Cripple Wall N ARCHITECTO BOX 1055,REMSENIBURC7,NY 111160 631-325-Oq2q 6ARAGE, NALL FRONT Mean Roof Height less thlan 30 ft. YES SCALE: AS NOTED DATE Oq/22/21 5415 Wells Road, Feconic, NY A, Page boflO CONTINUOUS BEAD OF SEALANT x CONTINUOUS BEAD OF ADHESIVE - --------- ATTIC INSULATION INTERIOR VERTICAL CHASE CONTINUOUS BEAD ................. --- ................ ................... OF SEALANT PROVIDE INTERIOR SHEATHING WOOD TRUSS FRAMING AT EXTERIOR WALL PRIOR TO INTERIOR WALLASSEMBLY PREFAB FIREPLACE UNIT INTERIOR OF FLOOR TRUSS INSULATED EXTERIOR STUD MAL L Ill X/ ATTIC ACCESS TO INSTALL INTRIOR SHEATHING ASSEMDLI PRIORI INSTALLATION OF +1"OF INSULATION LEVEL PREFAB FIREPLACE UNIT INTERIOR I' RIGID INSULATION VBALL CONTINUOUS BEAD t# nx Ill OF SEALANT ><" CONTINUOUS BEAD OF ` SEALANT ACCESS PANEL ------- -- --- ------- ------ ------- - WOOD FRA117 PLOORASSE.'�BLY CONTINUOUS BEAD DRAWACCESS PANEL SNUG WITH PERIMETER SCREWS OF SEALANT TRIM AS REQUIRED INTERIOR GYPSUM WALLBOARD LADDER BLOCKING AS REQUIRED AS AIR BARRIER FINISH CEILING INSULATED EXTERIOR WALL 2ND FLOOR J015T ATTIG AGGE55 INTERIOR GHA5E PRE-FAB FIREPLAGE PIPE PENETRATION THROUGH ROOF ATTIC INSULATION MEMBRANE FLASHING COLLAR, METAL FLASHING COLLAR ATTIC FLOOR FRAMING MANUFACTURED RECESSED LIGHT ENCLOSURE OVERLAP COLLAR ONTO LOWER OVER MEMIBRANE FLASHING LAYER OF ROOF MEMBRANE PLUMBING PIPE COLLAR,OVERLAP COLLAR RIGID INSULATION "R-VALUE/DEPTH PER CLIMATE" ATTIC INSULATION ONTO LOWER LAYER OF ......... ROOF SHINGLES ATTIC TRUSS- LOWER LAYER OF ASPHALT COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE ROOF SHINGLES UPPER LAYER OF ASPHALT -MEMBRANE SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED TOP PLATE LONER LAYER OF FULLY- ADHERED ROOF ROOF SHINGLES Ar #1441 l4flll#,#�fht J#f* =1TT7 71tti UPPER LAYER OF FULLY- - #i EXPANDING FOAM ADHERED ROOF MEMBRANE, CUT MEMBRANE AROUND 4t, + SEALANT PIPE PENETRATION AND LAP OVER MEMBRANE COLLAR WALL STUD — tPLYWOOD SHEATHING WITH H-CLIPS,CUT PLYWOOD AROUND PIPE PENETRATION 5'FOIL-FACED y IN POLYISOCYANURATE CLOSED CELL FOAM BACKER INSULATING SHEATHING IN MECHANICAL LATCH TO PRESSURE SEAL AT WEATHERSTRIPPING ROD AND URETHANE SEALANT 3 LAYERS(11,5-,2%1.7), STRIPPING AT PIPE PERIMETER JOINTS STAGGERED ...................... EXPANDING FOAM SEALANT AT PERIMETER CONTINUOUS FULLY- CLOSED CELL FOAM BACKER ROD AND URETHANE SEALANT ADHERED AIR CONTROL LAYER OVER CONTINUOUS BEAD OF SEALANT AT PIPE PERIMETER PLYWOOD DRYWALL CEILING PIPE PENETRATION TOP PLATE (AIR CONTROL) RECESSED LIGI-ITING nXTURE PLYWOOD WITH H-CLIPS ROOF RAFTER CEILING GYPSUM BOARD PULL DOWN STAIR ELECTRICALWIRE _LL AS AIR BARRIER CONTINUOUS BEAD REGE55ED LIGHTING ROOF PENETRATION OF SEALANT PULL DONN ATTIG 5TAIR5 CONTINUOUS BEAD TOP PLATE OF SEALANT ............ INTERIOR INSULATED WALL BETWEEN CONTINUOUS MINIMAL Lff CONDITIONED SPACE AND ATTIC EXPANDING FOAM SEALANT ROUGH STRINGER EXPANDING FOAMAT GYPSUM BOARD WINDOW PERIMiETER (BOTH SIDES OF WALL) WALL STUD WINDOW UNITAS 3 AIR BARRIER CONTINUOUS MINIMAL ROOF SKYLIGHT EXPANDING FOAM SEALANT EXPANDING EXPANDING FOAM AT —ROOF RAFTER FOAM 'WINDOW PERIMETER TUB UNIT INSTALL PLUMBING AT RIGID INSULATION N I R E PENETRATION TOP PLATE SEALANT— CONTINUOUS BEAD R-VALUE/THICKNESS PER CLIMATE OF SEALANT INTERIOR WALL CONTINUOUS BEAD OFADHESIVE CONTINUOUS BEAD EXPANDING FOAM SEALANT CENIENT BACKER BOARD TUB SURROUND FINISH OF SEALANT CONTINUOUS BEAD >< TUB UNIT OF SEALANT TUB SURROUND ti (BEYOND) -2x4 BLOCKING INTERIOR VERTICAL CHASE INTERIOR I/ ,>� 1\I INSTALL SHEATHING AT ATTIC CONTINUOUS WALL PROVIDE INTERIOR SHEATHING SIDE OF SKYLIGHT SHAFT D OF EXPANDING FOAM SEALANT AT EXTERIOR WALL PRIOR SEALANT TO INTERIOR WALLASSEMBLY PROVIDE BLOKINGAT CONTINUOUS BEAD VTUB SKYLIGHT SHAFT-----,, OF SEALANT CAVITY INSULATION AT EXTERIOR WALL ------------ -- ------ ------ ATTIC INSULATION INSULATED EXTERIOR STUD WALL EXTERIOR 2ND FLOOR NALL SECTION THRU STAIRWAY SECTIlON THRU LL GYPSUM BOARD LINER TH IN-PROFILE WALL SHEATHING LADDER BLOCKING AS REUD CONTINUOUS BEAD OF r\s AIR BARRIER & SEALANT INSULATED EXTERIOR WALL 5EALIN6 DETAIL5 ---------------- EXPWING FOAM 7 WOOD FRAME CA\/OUNIS RESIDENCE ;J FLOORASSEMBLY 5HONER/TUB VERTIGAL GHA5E SKYLIGHT GHA5E PETER T. POOLAS ARCHITECT tz CONTINUOUS BEAD BOX 1055,REM5ENBLIR6,NY 11960 631-325-0929 TUB/5HONER 2ND FLOOR DATE Oq/22/21 50ALE: A5 NOTED 3415 Yells Road, Feconic, NY Page 9 of 10 . . ' ' , ' FLOW PRECAST CONCRETE 4" VERTICAL SLOPE FACE —zi BEDDING DETAIL OF-Ep Proposed Lot Coverage 21 PRECASI CONCRETE rl,lfl I Buildable Land = 1 bbblb sq. ft. ANGLE FIRST STAKE TOWARD LEACHING RINC, I PREVIOUSLY LAID BALE. 1 bb8lb x 20010 3'77-7.2 sq.ft. FLOW Ulu IT f GRAVEL FILL N":77", 130UND HAY BALES h1i n. 2 RE-BARS: STEEL PICKETS OR DRIVE STAKES FLUSH WITH TOP OF (Z) Total 3646. sq.ft. /1 q.3% Dwelling wl SILT FENICIN& tu INTO YARD ON SIDES z STRAW BALE DIKE DETAILS SGALE:NTS OVERHEAD J�IREB r:F KOV'4ALCHUK FAMILY 200b IRR706ABI�P_TRUST 186.83, SPLIT RAIL FENCE .20 IRON BAR PooIc i I EN-,ect i o n D"TREE ROY4 TREES 10"TREE OF HOUSE TO REMAIN 26"TREE 1 16"TNIN TREF5 unless noted otherwise 7EMFORAR�'GON57RUC710N 3/TRIEW drywell) with 12"co Prop wide non lueston FENCE 4P to patio -Y Iry HA'r BALES AND OR 6,0 SIL7 FENCING 103 06 BUT SUFFICIENT TO KEEP 7 0 07 SEDIMENT ON SITE zi SILT FENCING in 15 ILL! U. a] 40b CUR. 42.2 cl.1 vertical ft.of Vdia. leaching pool required PROVIDE(3)b'dia.X 35deep STORM DRAIN FOOLS 0, Ala LAI Tl PROVIDE(1)b'dia.x 5'deep STORM DRAIN FOOL En of— PROVIDE 4"X10'PVC PC,'5 OF DRAIN PIPE TO ORYNELL5 AS REQUIRED CL -01 47 PERSPECTIVE VIMIAI 4/1-e-- wl ater ALL 71 00 � CONSTRUCTION ENTRANCE-FOUNDA710M OF COMPACTED 36" MINIMUM 2 x 2 'O 3/4'STONE BLEND OR N.Y.sTATE D.OJ.APPROVED R.C.A. FENCE POST FtLLTO18'(Min,)ABOVE EXISTING GRADE FOR DPA NAGE, WOVEN WIRE FENCE PLAN VIEW FILTER CLOTH te ea n EMBED FILTER CLOTH CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED MIN. 6" INTO GROUND 3/4"STONE BLEND OR N.Y.STATE D,O,T.APPROVED R-C.A. HAYBAIL AND/OR FILL T01 8'(Min)ABOVE EXISTING GRADE FOR DRAINAGE, SILT FENCING CROSS SECTION NOTE: MAXIMUM DRAINAGE AREA 1/2 ACRE 1 100 LINEAR FEET SCALE, NTS SECTION DETAIL 5TORMNATER PLAN SILT FENCE DETAILS 1,0 44 PETER T. POOLAS ARCHITECT DATE OCl/22/21 SCALE: A5 NOTED 3415 Nelts Road, Peconic, NY A10 Page 10 of 10 ' , THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING .._,_.,,__, ,,. " - I HO'�1�J MACH 1S YOUR TIME WORTH? , I�� Tired of s �ndin time nailiCl screWin or boltin mftlti- l beams p izo to i and cotJrrins trigetl�er? Step tip to a solid aria�lece salutian. .Plate n .76d(it.135`x 3':•f ' � ;F: ,' .'r, .,' `0. L. F='' 'at to^ontanter ,:"" x;.::, :t.;''•<„ i. /�+y y�� S. �'ga. '"' Yu re, /R wi,C 1[.! 6 ':i Bbc m6 Parrot:1 s TJ"'Rini tk+an:i. ,„44`; ,' :.,d> R. '" i,;. iYi yn�,, "V +q td 9 k .gy,y 6s : V ? ^, *� I ti'or V,. TimbeerStmor"''lSt. ", -s,{'w., `', +;sw s. S4r ' < ter"'''' 'w x,' s,.' `-.i w I /, i .,r','.,"'': -.wabs6ltaner ., ,.7, "$`' - "+. Y ,' %''"o' k- Toenall -% MeuKn('i on both `n"bfs ..ei`'~ .r*r .,t{�w:.k R, 'i". 3I, R� ,.t &_ I 10d(0131"x 3')'' i%� aide"at A lw ONLY ' 'er " ° "p` t�J t ,fir«. ;, y a>+ V:y' et 6"on-center ['- ,"g ,r; .Y f - �. V n' T W i 'xi?'', v''qr�„ S ••r (A1 �,A1W ',fir.";°' �Ny C\ Attach bbcking pat Rim t3oard t)ataMs and kista€taaan in WoY*vfiaottsrx ./, ,.E Instal(atlon Guide,torfitorand Roo(framd .T.H90Qt. gr^ "' ev;-,x, '"' � �" "9 *e"'"'Sgt��«,r'�;'.-.< :z: f,I ;",o". r„rA I (nf Q} (� When sheathin thnckness exceed( :', "" ri thin eat ,' ` r -; t mshea 9iDiK71= rirn troaM ,';fi^` ="`'D'"°,.Y✓,�`'a; >4 <;»�' t -Fiala na➢.t6d(0.435"x3 t'} , ,2.,.. � .er' . I xn at W or,oentei` ,;, ,.FMa penal nail- '.v:, h"" .bi,, s-<s,`' 1,,,4'ist"s ',.Y,: ,,,,,> 1"""� -' ad(e.t37'x 2"z"f aE 6'in*Oente# `: ` ' „ `? ►r.r1 `% } fig.` 'n.: �^M'.r"4`fi.:�*. ;,_r, ',. ,t„y:d`, rt .;,,-`..,, .wee �_ -1 ,Web S1Nra,xars r aired , , :.:' ;; , �s r a �.... "," .� '`�,:� each s"sda at A3_W '' ,;;,,x. "a �a s,Y,7.3:;::f;", `?:,:a:r?%'' .. .. `. " `r ir, , 4. '93"TJ"Rs'n board «"." _ ,:!.;:�,' ji �.V ,�' ;: t I ::;awn" s. ._. ri< :�,� - (A3.ttA3,tw exNfl4 ..,. .; ,,-. ,u" ':� € f _ " itn`otf°x T6mMnStrand"LSI. < ... -'Ilk... .,, �',C:'`a.-.,a,'u;b:.« <.,:?+..6::,....,,.m,.:.✓,,,'.,,,.. ,a ,_„1I_ i / i€Iw,� Y"roe half-led(613Yx 3'f i :, " /'•,, at 6°on-1 entB'P' p# kyr " A3 A3.1 EA3,2 IA3.3 �"" !` "R. e <, i J C, /1 >; 1:, :- , +Far A11•A3.3 instaUmon spetdreatioils me Rim board » j,,t A3W1(A3.111,432'IA3.3I Oatatls andlr<sm.".min+n Weyerhoeusta'rnstat+ndott the'soli "choice for framing larger width beams and columns. 1 ,_% ,W, r,W/t,W.. A=raterorfdaormdRoorrtamrrrg,T,,9?a?st. -a; I Pick it up,put it in,keep on framing! � Load bearing or broc#tbhoar watt rr above(must stark over Wald below} &', € �. ,,? ,Blockn?penek VITe Rim Beard. T 2 t},Cw i ,,,...,,,,_.,.._, _,. L I �:. '41"•or1`r"T"1041Skdod"LSLor Ara QI I °d r''jobrL J E TJ , 2xA mn'v quw PHd5 PHd3 PHd1 PHd3 ��,x` .z7, ,,,c E - sgnnshblatkS -.. . .. TSCa1 - -------..-1-,._,._'----__---"-'--- -. __ .-,.,__.....,..-.------11---,-„--,.,..`--------.----- , PHd5 „ , ; ap yae,a , �. _ . r. . Framing CAnneckar Summary _ ,.., _ , - - .,.__. , , ;.. " : i f ., .,-,.»,- : tt ;, is ;. ;, t :. :.; ;..{:: PlotlD Cif Manuf _Pro_duct Backer Bl.._ _ B4 ;64w A.a, .". ., ., .." ,. Y _ _ ks Web Siiff C + I ;, , ,, I I€ 1 ;. H1 r ,-- , ;.. ,. 1 Simpson HUC4.75l11 No Yes ., s :` : E. [. .,. r ". „ „ .. €: { € ' H2 1$ Sim son IUS2.37l14 Na No L" Web stiffeners mA"tred ,11 Per iRO R532,7, ` p �3 on both sides at 84w t t late, r U,ed at each m.>lzmo@ and B2W ONLY e" i I ! i' - i ; € '€ H3 1 Simpson IUS2,37/14 t'�to Yes �? staaPnn in seismic design 1 ski ro.p.a a2 ++ 27 df H4 1 1 Cif' �aa *ina S m n H f p se, U4.7511 Na Yes n vri l; €� E- I Blockin a ei, € I be viral 6i ,C g P alai' re 7 I; r E r B2 i;62W �� ; ;. rn "r'. Q 'a„ l I 'I t 'CS (]. '� E bracedlshear wa7s akrm ar below.'...see do?:v B E j; i €I tl ___ _ _ Ptrodifcfs t3 -- i I :: E E :: E ,: 7 I t.....__1____.,..- _ -`-.---.-`•--`___`•_______.,....__•---•----_-._-`____ _ "'"y C .'?'. ir} .,0: I en i - - N Uf ill Cf d) a i ; PlottD Length Product Plies .M1tet Ctt vs cf "t +� C3 € i, i' _____�w___...____ __ I _ elf - c re, � _ 1 �L N of j A i { g SBk1 60'Q 314" 94"TJl 36Q'oisf1 1 ^ m of I i S3$' $ 0 4" r 3 1 TJi 60'aisT re, l 1 1 i ; I .. ! C fti C7 C1 ett ' IE i- m " rn S3 4 34 Q" 14 TJ136a oft c _ s E i 9 E 1 i' to ro } .c (f Load bearing or i i, € 1,,,, i� ,w C' E i "� . 4f r8 e, d/she swan above 14"TJI 36Q UISf b ce a I t t S32' 32'Q" 1 25 r` ,� -i t ] .. 1 elf E6 O i0 ". iri C I (must stack over wall stocking paneE.1 d`TJ"Rim t3uard, I; ( r CJ N S2 itf a'-2 24 Q" of 14" JI36a a" N t T a LS I T Ist may► n re t ba+S L. 'C7 O below whe sea y P ) "F K e _ c� I 2 Q" 14"TJi 36Q'aisf 1 15 a Zt: (/} ; 1 6t t f (t5 C t' woh sliSeoers rag0irvd i I i (- I. I 'p .e7 ,,,", t- e 1 ; r € G2 C i C to 1. ,h S1$' 1$ 0" 14"T 1 6 w L" cmtuheklasattu l J 3 4'oisf 1 _ ! 4 to of i C s�I i o >, v o end,M Y r BaVI'aNL I! .. ii y { tU C S 16' 1 i � •tt1 6`0" 4" 1 TJ136Q'o st Cif `y 4 M1M1M1 1 2 "."'" p A.'w t7 CS i ro ?- I I i " 41d or i5 M henleit{ne E 94 1 �(} r S 4`Q" 4 I i � €: 1 TJ 36Q a st df i I i 1 1 1 re,. is m awpx o Ei I ;i S12' 2' 4" O I 1 Q" 1 TJt 36Q'oist 1 1 c L 1 ` { E Vy Cf t1 .' i © _ I" e7 tO V la l « (: ¢ ,O S10' 10' c Q" 4" i Ba Baw' ( N { 1 TJi 36Q'A st 1 cf a C Vy 1 1 1 SD CTf elf T' U ]' i �p 1= A 11 i7 3 a" s6'-2 'Q" A3 s T l 36 i 1 J Q'a st 2 Q 4 rn I i E • ttf N' "N : { " o r m is I t A d f a have -„L a a i� A ""-I QT R7 TSCa1 1 cn : # dt O cf 3,. �- I �� O P I _ i 1 22'Q" !4" 51 x 14"2,0E Para1 am PSL East xs of o l 5 i /�'y } E rn se ocra N` I Elf of <c ' P2 22'Q" 3112"x 11 7/$"2.QE ParaBam PSL East 1 1 _ - .. M o. ^-� t ea r o tz ( } c elf I es _ � I i t , CL Mt is cn 7" I €: 0 en 6 I P eta �:. 24' 1 r I P 3 Q" 3 /2"x 91/2" .Q P l � i 2 E a s am SL Eat 1 �- «., A3i ✓a s 't� elf (€ 'R, I .� t3f i € i a. tY I ,' �" ,-, T3 �` }: _,y �i i- I I; ( I C T 1 1 4" O ;:J� SCa 6' 11 x 4 1, rn r Q" / 1 3 Ti basil an L L tr d S 1 - � r; i{ 1 $ ,_ i 'T� ( ' `Cf ( is w._..-__......._-...M..,....._..,_. »,..._.__�__-._.._ I L.. t.. F 3 f ?i l Q re,_ of iti __ d ��pal F n _ { YY am itf Q.� a 1 r g CU, _ __ _ ___ m �+( i _. , k � I S L c M-+ I I ( {� t.`}w lLi -_IattD�_,�. L n tit Pr u _ _ V- f^ l: e J ad Ct P i F !e -Net-/,y f € t� S[ re, ( € j! Yr' `T is ,, E € „.. r C1 . S32 : rn , I ,. I. ,. , S32 ( S34 . S32 S20': S2 i€ Pl Id1 1$'Q 5 1f4"x 1$ 2.QE Parallam P L Ea t a� Cs J €. _ S32':I ( s} _�.. I cu cif iri 0' S34'- S 1 IZ! 2x4 mlmmum - � - -' _ _ en x a _„ to'a c m U '; ' PI,d2 16'Q" 5 1!4"x 1B 2.0E Parallam PSL East 1 1 c ; , ( } s uash blocks i > q n f , w, Qf pp Qy ;. , a., I, u . U N Z .b, , .. ; E , i: Hd3 12'Q" 51/4 x 1/4" Q li S st cc rn fi +� / Para am P L(Ira 1 2 E � o c J „ , i i �' 11 2 E } C7f t31 #: i a, E :.: i E -� c �, PHd4 1 Q'Q" 3 1C2"x 91/2"2.QE Para1lam PSL ast 1 cf . E4 I is E 2 4 2x k } elf Use 4 minimum s uash biaa s to � CS I: ( i 4 lE �,"" rn � f _ 4 sal j'.'V'+.'ate�� ;� q i •✓ U :^ to Elf V r ad r ndT f `ell d t,, transfe f o PH 5 $`Q" 1 o a u st ' �- i s 3 /2"x 9 P all m J "l 1l2 2.QE ar a PSL East B 1 4f J i= ( } 5 to i , , , , € , , , , 7 t € _ N t7 Q C re., I I o i ` H2 Q O E B H S k1 � t cz Pd2 � re, U � , T « e3 I ; E- i� € , 1. Q, ...... ,, ,. ? E ;� __ Accessories _ t _._ _ € �+ ,. , ,. i .. [ .. , ,V ,6<.m ,/ ., 9.�ftF9'>99:e9fi�," .... "" __ ..{: ....€ :._ .i4 .--,..,.,_..,,..,,-.,.-........_,..d...-•...,..,..,,,«,....»..,...«............. „ ., i - __ ,. :: : .. : .,m, ,,,.. .. ,,,., ,. € .. , .., : .. , ,,...-.R,.✓r'i.,,,:,,;N.W,Y//„/„//, ,.Hr,�,,l,.,. es.,✓,rry✓.,.F,/v.///.<i. .,,,,5z",x.4,,.,.. /./i!/ ,.dzM I, ,:,.; _ _.. .. _.._,,. _.. .....____.. PlattD _Len th Product Piles Net CIt i I , „ _ ,. ,, i ........................._ ...... __...._,._,,..M.».....,w..,,»..».,».,.......»......_..,.,..,»._.,..,.w_.,_..,._...w.,... .. .......... t „ E :: P1 a.. p I 1 ; ' `s` E EE E(- :: , H2 t1 1t4 7f$ x 2 5/16"Web Stiffeners Web stiffeners { I (tit �C3 Y ( - s„ 23132"x4$"x96"We erhaeaser Ed a Gold Panel a124 T&G SF ,+ : ,E Y g ( } t l ,I ,- . requ red on both $ dlamefer maximum hole for 11, - l. ,. ; S ., :. , ,s : I - , , .. i ,+ „ I. I E , „ , ,. E. s 1 16 ,sides at E1 W ONLY 16"dee blockin anels•6"diameter t; I; ; i bi i i; P 9P i l: is (': �. € ! I: �- i I i "r maximum for blackin anal 9 : RS ,. t. g p z I ,,, [ i co I (! i r rtrthn 2t ' : i \ dee A she, a a 1 a _ . , i,... t" I I r: t7o net taut flan es. I I i a nry I f D /;'/J i( I" t' § i �.' I' �- N _ N I _ I t G I; ?, ur ! 1 i E 4iS S, i° i i rd { fy = ( i E {: y'= j i U CI ( } (Q Alt. "�, ; "Qf Ii €i {/f i �: 3 I h (- j<b W N E' I ,9 €: I ^s Q I( i; i I r�� j W m I; CX} V tiSJ 1 "S �1-e TJe Rim Beard or I: i ; , r-� .' 1 a or 1 TimberStrandeLSL. ' € , .. , i, 1 j [ E- } ; , .: + E r l €, i' .. , + i N 11 it a a w h1Qd .131 x3 E i ( } , „ / , / . „ IE € , i. .., 1 , ;; ,. , t Halts,one each at loft and I E A3 E 1 ;; i i` E1 E1 W battam flan e. i I P3 _ s _ �� f I �` ; .,_.. 1 E _ ,� €...;......._._._.,__.__.., , .,.,_,__.,. ". :"" j TSCa TSCa1 + �. ( S1$' , ; , , - --- --.- __ ,_.. l I i, ; € € :. ., !+ : ( i €:C1J I i Ii ,- i _",. ,--,,,_ {, :. I , € , i i 'An additional 10 PSF DL has been added to account II I i i I€ €: for tit lad t Saths. G I: i I tt a a I I; G _ I I i GS -w, ._..,,,._ I' G GS i €; CS i I is is I; i. i ; I i I - Ga I f-- M B IF ENE TTAGH EN WE ST F R A T E l I { f LEVE N f i-n i i. L OTES i i ' i, I _ fnfnit7lifrri ;: _ €: i : Sk ____.. _, s + { ,, ` PHd5: SBk1 i. S 1 i ; PHd5 ;. I _ _ _ _ _ , __,_,_E ;._._.._.._,..;.°_.,....,. ,............. :.... _..... _._. Current Date _ .. 2 maximum N ,. , , :. .,-siz lzoz�.. t , 3 s. ".x, ..,,.,.,.,, ,.,..c v. .... .___, ,... _.. I 1 r _ ', , ; , , _.. __i e.,. _ ,...Fite Name: SR-297$41......f..., � co t. ,.. T 1 __............ iv SCa ; SBk1 _..............._,._......,....._. i t „ .. .. ,. ,, I. SBk1 .. TSCa1 , €' I; TSCa1 .....i...",.-....-.........._ .........-_..,..._.__..._..,_..........................._.............,„---._..,,.......,,,....._,...,,,._...... ,y,,. 1' for TJl , Na111n en „ i. I „ !, ; „ ..... _--t TSCa1 SS ( z 9 . I ;: ;! h� i 2nd Floor ' E, { 1 ...E .;.. ...Level Name: k1' 560 560D Ses table below, i: l ,8 ,.,v,._,,...____ €; n f I: A A3 A3 Buitdi i n Code- e D s n M thud 1 t $'1 e o a iBC 2Q1$ g g 1 A gv I 3 ,? ij ,. , I -_ - _ __ - E: TSCa1 ' - T C` t ! Web stiffener berth sides. ;I I. I' S a1 TJ-Pro Rating(Weighted Average): 1 55 _ ___ _ t... ' . €€ cos ;N f_,___- -___ I I is - EE t _ - See table below, Wlth Ins toad cram above anti na su art E i Minimum Level TJ-Pro Rahn R JAisf: TJ-Pro rafin -52 'oisf=S20'i3929 ti- ' E i: 3 I PP icf` g i pA Fo 9 i ( } E: , uf.,, , i 0 i ( € '., below,install web stiffener tight to tap flange I ;€+ Maximum Level TJ-Pro Rating$Jalst: TJ-Pro rating=T4,joist=S10'i39242) ! I tt ({ p^ € , ,......< k i € E :: 1 t, : _: :: ,,,,,,.,..,_.__,_....,....,•,,.--."-_--_,-_--, _..............._ ..»,......,,.,•._,_..,..-,."»........,.. ----„--,--.--",.,__---,,,,,1-,,-_,-.,--,----.-,,,.,,,_„•,--,•.„-- tl./., i Tight fit (gap at bottom flange} '€ E I FLQC7F2 M i ? Nailing Requirements I !i I ;' F Ftaar Container: i.,,..,-FC9 = De th :Minimum€Web ---------------.,.,.,_,._.,,._,..,.I ,._.____._ -.--.----._._.__...._.; , ;E I I. "p t7� p P2 ;, C�3 I TJIO Joist Series Number Nails I i Use/Occupancy: i ResidentialLivingAreas __ ,� tin � Stiffener Size Type End i Intermediate i TSCa1 Ifiz L /ftz D I, .� '� 11 r a i F au Are Laaciin��s� -____-._._.._ ____,..__._ -,__ __ _. ._ .. . _...._....,_ ; {i g t 4Q,Q Ib ve Laacl&10,Q Ib sad Laad „ 5,n ti, "7 t is i' ». ._ ...... Q3 110 ` Ail g x 2 is<' i A3 -Maximum Allowed Deflection: i -U4$0 Live Load&L/240 Tofai Load a ,. 3- ,., _...__...-,,,,_,,,.____ ___., -..................._.._....___..,,..-.,-_--_„------ ---_.--_-__,--,_--_-------.-,.,.,,.,,.,_...-. _ iz AC C] 3' n1 8d i' ; 1 210 ; All _.,_.,....__ _.-...._.._..,__. { 4"x 2`1s c f " " ; = I ; { � TJ-Pro Rating Information: _ ..__... . 1 230&360 Ail ?$"x 2``�s""' (0.113 x 212 ) i S S I I I �,; *..__.„.. ltaighted_Average-__-._, _._ 55 _- __ _ __ ,__ f _..i........._........... ....._.„.,.. ..... ..............„.. _ _ _,_, _ _.-,_. I € __ _ _ i I I €; xt 16d I j` Directly Applied Ceiling Gypsum 1/2" 1 in.: f- t 560 All 2x4 {0135„x 3'i") €€ I _ Deck,ng Attachment: -_ Glue and Nail _ I _�i _. - -..-.1,_.......,.....,,,.,.,.,_.---,.,,-",.-,------ .„_.. __.----. -,.,,,,,_,,,",,,-.,,_,,,,;,,__",_.,.,,,,,_a................__"_",-_,,..,,_". „_ .-,__,.,._,.,,,_,.. ,,,,E,,,,,",..,,,,-__E,,,,,-,,1-.,,_.---„",.__, , (€ Deckin Material:- 23(32"x4$"x96"We erh eases E.._Q.�.Id Pane- I € 18" 4 4 I E€ I i ....._....... ...... -,.,.,...,._,_I---_--------,_-_-,.--. ---------------------__,...._.,,_-________..-....-.........-...._...--........_-............(Q/24)T......_SF 20" ! 16d € E € i' erpendicufarPartrtlan: -Na t� CC RIa U P „_°..,.,._..,.._,.,,._._,,,,,-°,_,...,..,.-.....,_,„_„_„,...,_,_,.,.,..,__...................-_._.-°.,...----.,.. 560D 2x4 E None I y a dg o &G 22 (s, ; 0,135'x 3'2" i 6 ; 11 -.- 1 I {i I I.._ trapping a __... __...--- . __ _.-... .--- ( ) t max_-o.c. _ "isf : E ; _. lack(n at max$'a.c.: tJo� i 24 6 13 ;i I ;i h _ W Poured Fluorin ! _........._..._...._.............,.,-,....I, (1)PSI or PS2 sheathing,face grain vertical ` may. _ { E' , .,'.- ,_' .'-, L____-____..__,___.____.___ .,_ _ _ -_�,_ : .. I No ;; g (2)Construction grade or better ' " w _""^ r'"°,, 1- ^I ` I (3)Web stiffeners are always required far 22"and 24"TJr 560D Joists PHd4 TSCa1 PHd4 IHanger,Backer,Blocky Instal(tight ' I PiRubie TJIe_Jo,st Filter Black: to top flange(tight to bottom I i Attach per the table below. -,;, flange with face mount hangars), Clench nails when poss€ble, i Attach per the table below.Clinch - '•r „h nails when possible. I i �. +,Y Y1,..;w -_; I l I ;r ji; y. Backer block both sides of web i For triple TJlejoist header conditions refi it with single TJty'joistt ____._. _.I tes Wsysrttasuser Technical ButEstn TB Ei2O `:�- li 4�• j, "" ........................,.,,.,,......-....,-__--. .- ..'__.,,,,,....................,,,, ...,..,.,..,.._,...., _, TJI}D2Pth,t?; tJt'Flange Block NaiE /" I Width ; Type : sizs ctuantify Q \0 . ,. if L :...„_,""....,_____..<;..,_................,..---,..._._,..._._.....,,__._.,,,,,-.. 1---. _ . ..,,._ ,iG rw ° I ;less than 31z"; Filter :1Od(0.128'x 3"); 15 I.'c�"a a ,_. I 1 : i Backer ;IOd(0.128"x 3"}_; 15... 4✓ �C, . 9 2"ark 28" ;- ,. ... .. r s Filler t14" , -,5"x 31z" t5`saCh skis a._.. .,_ ,._.................................................................................. .t e 3y" ,f . I Bic!er ;1Od(0.'!28"x 3°) ... i..,.,, + f } GENERAL NUTES: "° `" l 2O"et}a 24" , 31 Filter lifd(4,135"x 3 n")" 25-each side ! € T i z Banker tOd(0.f28"x 3")" 15 ' € i 4• Fornal[i capaciGearefertoTB•e3a(Aso)andTB-861(lSi 1 + .foists may be shifted tap to 3"from on center spacing to avoid �, Y5 With top mount hangers,backer block required only for ,I• € " •, downward loads exceeding 256(395 factored)lbs or for uplift F(2 eonditians.Forfitisrandbaoklu biotksizessee Weyerhaeuser j hanger interference,flush beams and/or pltambing drops. �Q �l� j NOT CUT J{JIST FLANGES. "'� �t Installation Guide for Floor and Roof Framing,TJ-9001. M' "? j �� (I All EWP beams have been designed assuming full Width support �y Joists are unsfable until braced taferaTly ' of the members/plies, unless noted otherwise. 0 I vn C T3 Bracing Mcluefes: j This drawing may contain deviations from the original project i 03 I "Blocking • Sheathing " Stoat Linea •Hangers .Rm hoard •RmJc f documents, It iS the responsibility of the contractor t0 notify the U) j i roject Uesi n Professional E 0 " -rr �,,, tip - p a g + ttfese cleviaetions vet ify I = Z •, conformance with the original design intent cif the project. � � -_,,___________,_-_-____,_ ; t ; i 3 " , ,4 _ r R - I ❖ 'This layout is intended for the use of TrtasJoist en ineered Wood I � C3 ) Dt}NOTwalk�nrr" sts �it3ldCtirriraikara afsts ?tNt?Fstackttua7 ��,g �� E{�a� � ; >~ _. .W..__. , -- . -_W - y products with this I ; � ...._._,_, E .Y M- ._.. - > i _ � layout is NGT PElfIITTEt7. Please identify the T,lly _.-- - j � pro . e Su tlttattCln o other until braced. that'are'4 g f1.a'L mattainafs ore,unsheathed ( 1 lNJfJRYMAYRfSLtLT_ joists_Stack on0y ever ': - t Lu Timber Strands LJSt ,l~ `rtroxlafrr L1/L.grid Parana PSL star(tps __ �" -� $�d ' ! WARIVInG NOTES' ems ar roa a tss. t; pe_yt 1_1"e ern t'hee pTolduct t+o ertsulre thaat this lalyoutt is valid for the pmdticts Lack or proper bmcfag during constaucgon care,resurit in serious - -' ma Lam; actually installed. I acrid _Ctaserre the i'AClavring guiefefinesa I '�, _ �' '� ; 1,All b€neking,honours,tern and rim"" at tfae erg its of •T114 fists rrrast u:nt�';.er • t,��f a nd p`t�-,-ts�?'';a n it. B Pa° Bg{2rse i - 2,i,eterial etrc>ngth,like i e'r+d ora+n deck,merstifs atesr cf tfv bay.Toms a aka sae . CBS r i s e B' t7a - -- --- --e ecnnm�Il6t7t7d by fl iclTaporanl rx r � n ,fal�df t� e , i r }nty�Fader aenings anci ref loads �rl�it afifect "Jeyerhaeuser f..mac Urid°ar " 3,Safety broelri9 of 1x9(mi-r4 ni t b6 r�lo a erd or�v, � (a iri r 2)a��,��;jc, ; product sizes have beers denoted on this laiyout_ IIn addition to artd 3 elet IWithout this bracing,buck S�•Nays� 70e7 j5 ksaJ` f(merle WW-4i°'lf-&"d COrr's4-Y-t'rtt fry-sa�a.a=a car ._,__.,_._....,_----------------.-,.._,.,.__.._._-----_-----....__---_-,,.,.,.,.....,.,,.._."--,,.,,._,.....,"---,,.,_,._-................._..........-................_-,.-.,.-- #; Trw�w r�"z?reer��ss�r I ��e l�Cir� a i E one layer of unriellod yh r� , tall st"o'tr r Said plod€ng a or squash blocks are I 0°5^ - e co n F l o o r Fri.m I rig t a n TLC Pfi. � required to provide vertic�af load transfer front all c oncentra.ed load i 4.Shenth€n must be atbr--h_ 1s"_a&,TS4 : be,.re air r`s?W b•t'%s Ce:,be ' di e yst_ . i a 5,6nd8 of crdntilnvtors rerf.�^s sa"tety htacRn ortb �and tx ?.f%rvg s. _..._ Yxat s t �.The flanges must fe e - ti!7' true S cal, : 114" = "�'_0" h.. locations tea foundation below. See f ocket Framers Guide for i , I Deta-1 s...at'',^.,sr L abet i Weyerhaeuser,Micro spar(,P errs T trail.T tt,T,I"afe3 Tres ku st ass r rzd tt r T ks st" __.-.._.__._. E appropriate detail(sj" Woryorhrfgunnr NR„ C 2014 Vleyefrts&�_ er NP GoM.pang, AD rigt"-s aese,.ved. -...__._,__-1.,..,.,.,.,....-._.................................-""'', ... ...,........... .._.. ... . .,...._.-...,....,... _.................-_'-`..,.......,.,....__-I---,....,_..,............,...._.,.....,.....,...,..,_._,.,-.......,.,._II",,........-...-._ ._-._,._...._._...._....-`---....._..,,.._...,.....----`.....__--------...__1-._.._...--_---_--_.,,,.,,.,_,,,.,,-.,,,,,,..-.,_,,.,.....-...,,.,,,,,.-,,.,,...--...._, ",,,.,......,.._,_.,...,....,.,,.,,.,,,.,,,.,,.,.,,.,,.,,..,,,,..,..,..,..._...,. .,.,,,,.,.....,,"I'........,.,.,.,....,,...-I -,,.-„....,.....1...,..,.,....,.._1- .,.....,......,.......,......,...,.............,......,.,....I-".I -.----`----...------__-------------,,,.,,,.,.._.---I--.,.1-------._,.,-.,..,.,...,.,_,.,.,..,.,.,__...------„_..-,-..,.,,.-.,_,.--I----.-...-1 ----I---'--.,.._,._-_----_---------_--_- -__------.-,_-.._,.,.,_,.,_----_-------..._------ --_...Y_ __-"-_---`___,--------_--_----.,._,..,.,.,_.,.,.,.,.,.,_,...,...,.,.....,.,..__,.,--__-----__..,-.._...,._...,,............. .. . . . . _...._.....,,.-,,...,.,..,.,.,.,.,.,.,..,.,.,.,.,..... . i c s A MPLETE JANIELINnE LAYOUTINCLUDESTHE WEY=RHAEUSER FFY4, �lER'S POCKETiGU!DE. THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING -...- ................. ......-- „--,,,,,,,-. , , ,,,,..-,.._,,,,,..,.-_-----,,,-",-„-.-,,,-,,.,,,,,-,-_----- -..„.,.,.__,.,.....-........-„---,_,,,,..,,,,,,,.,,-,,,.,.------.",.--,..,,,,I...,.,.,--„-,..,-„-,,,..-,-.-.,--.,,l"",_---_—"---'-----"---""---`--,""------."..""»»""—__," _--_ "-"„.__»,„ "_»», _- _ -----„-_„..--"_""",-,-_--.,---_-.",""_"_"""--_—__"______-_",„.....""",„""_"-"""""""""."""",""„",.-,_".,-.,..,....,,,,,...,,_-- ."",_,"-"„„.-.",,,"""",..------,,,".,,_„"",.,.----------------",,,,--"-_-""-_-_"__—,"-"____--__»,_"_»""-___„_»_"___"__"_"____"-_._..___-._____-_.._-"__"__"-"___-»„,.,, , Tired of s ending time nailing,screwing or bolting multi-ply beams I g ` � E and co urnns tokrether? Step up to a solid one-piece solution. :.}. eqv s 2" "`h /'^✓'°"3?.>;%"''r'r,: f`? 4'' � ;'�" <4 1 � jar. y,._ .x.., "✓ r i. t,St- ,,;.a .,d., ., +Irk +"� {� 11-4 �' +� I !� *`' <<'.z`Y�`�Y, 3'� "✓ SSW r, •grz ?rry, >$• w'r'' ,' v�''l't I }1��.'�`I w1.t.F'q yM " at i +s £, - ,, ::r�� ';^','4-� ,-fir?,:':a:&..' ": s '\. � I <i z.' :f; _ :k 4ii,.i s+k:;�x`p'%^ ..'"4", ,",,-: —,,,-,i '",%' ,`>_i „,,, ,,a .k„., i... A - � : The'solid"choice fair framing larger width beams and columns. ml I Pick it u ,put it in keep on ramie l ! P p f 9 N � I : ' 0-i i i W. I i I -_ _ Y -.. Products , „ U. ., ", p" , .. 4i . Y I F ".i „ t, :' Length Product _ :£ s" > :, fi; >, t „ s. - is :; "..Plies [ :a I "r a: „ .. „ 3: " .. -»,.o....--. .-..".."_._ .""..."". %, g; „ .. „ „ „ g ., r c, 8: 4E is { Y „ Y S' y; "' yr' % ;y f< %i f +§� %, ,. , i; I" P1 t 18,0" 3 112"x t8"2.OE Parallam PSL..East A „ „ i; :, �; : if ' „ f' „ ; I; i" P2 20'0" 8 1t4"x i4"2,0E ParaN m P East, % E I' t' E: I a SL{ .; ' $i a t. I' I' p 3 :: y, �y y / ., _; 3 12"X 11 11k 2.0E Para lam P5L East " ... 10 �f i' i ° 1 ti" yr :k tf t - `%r,' c £: I' I r rtlf I E: ,; If ,r t7 ip G �; i I E >3 _ �: £' i` 1 r.5 Ib I; <c is �'s e' eta L3 �: f' �: i af. 9� 'f' I O 'A N Ss ij t' gF —} 1 I; by Ct s. 3, i` U l� i> s' l% 12 Q) 3: k QY I4 +� ci i .O{{ F%h' �' N f 5" I I i` E t4 I£ i- ri, L all f. w+ 2' f �, P C is [; F ., E: s` ., tU "� N +M.,+! N g O I E c. I 4a ra E- i. I: C £� 4 C I j E' f� _ C1 w CF f% N _ I' f ti E; U! _ i is i 'C C I i - _ �' 3 !W 11 ( fl7 ¢ - 7 1' t � L R'J C% •! 4— w b< f` # L f f: 4a i" f £' E11" # f' 6" N C i' [ „ i } �$w7 s� y t' f` 9 N Q) I- v C d O --. O r Q> i- E v _ 4 E' _ Z3 i t i- 11 #' f p� b t, . '�S f , f F+ E-' rf N: I': ;s Es t' G,7 3 € 1- t : N cy ca L E ! L R C C s`' f tb m c R s: Ci3 f: ii , > N N a . N s E; ". o c C i I'1t L N !ll C2 'Q= L ca as I: G1 ��ryryt+ 3 (( (D Y :` D 0 %, _ �' §. f� E: iE Cl fi i ,i N O O m U `.: . 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S 1, ,-."..-.-.. 9 :»�:, >sv c„e va s' :ess,z `eta« a *s %ttd's %'r - yy t; t i�.. t(Y , a `3 R "'�i. .. .. .. IF Is E tt � '_ � I I` I: I; f. , i f t, £' '"" f f' F' s Iif )' , I t' i' ` l� [, I. t f, i is `5' ,✓,Y '"e✓93^i arm ' RJKC^N." m, E5 ra,>.w' (($ i .fi-+:. , s.. cce' 1;: I', s I 6: e S; f: c r: „ t; [': 1, E, f /� i" i C €' . E. 11" t• t-: t. y, i' I: i "it3 N CV pE k$ i, 11 i 11 I. I- l I -.. € €; i �\ { f' ,w■/ M [/gyp t V (� 4;: £; 1, g ; '3 t; Sf ( �t j g:: �` S ¢ I ;`r, (; f� £, C'. §' I' ' a I 3, t t f'x's i s i' a- t' i i; 5, r' E �,: Y- i E i t° - I' I N f,f is S- E: gg E E 1 a{ 5; I E I: 3� { 4 y £ II I.. s. $: 8' I' G 4: s` „ ¢¢[ L� l< I.: 1:1i' s. I, 'r, ii - % '11, ,- €- E; Roof shown is a conventional compression f.." ; _. .:.."._,.W_..., I I§ 'r p I, ty n r44 system latttttc Design Loads g[ I" ;` ;with a 1 f i r44 loads bein transf erred to exterior Ei 4 :: 1i I, , i i; - r 9 walls.s.N F20 sf Live Loa . . � � ;-vim ,�— """l; q :. F" �" u�a ., ':roof loads have been a lied t4 the interior for the desi n' d 5 C PP a3 i10 psf Dead Load "-........"...-.....,"".............................---------,-"",.., P2 P3 P3 of this structure unless 4thenuise noted. t _",. .,,.......„". ...".."..._.»»..".....»»,,,,,,,,,,,,,,w �11---",---_--,----"_,,,_-"..........-`---,_.--,"--""-------""-"------.--,..-----.----""--_". ; z ; I� i , I i „ ''�� 30 ps>�iv aad(Snow) (=j l � �, --pI I-sf Dead"Load.""""."."".....-.."".., ' .'*+ ; £ i p t ............. .,. ' ,i ,5 i , �^'� a+! t V- ( tY s Its V = I ."_" : € 4 i ' i i i i { I I I i i i I i 1 I i I f € I ! I I �� O x f. E N , �i, rE aS ,�{��, t, 'b11 -1-11.,,„., _ < —„a,.,,. .......... ...l—.,,,_,.,__,... s �+ i t h �y �+ \' I '. # VI~f'iERAL NOTES: ti,, A "~`..,,,7 i, ��I ' ,j �i9 o Joists may be shifted up to 3"'from on center spacing to avoid I."" --t hanger interference, flush beams and/or plumbing drops. DO NOT CUT JOIST FLANGES. I 4 '.. ! INQ All EWP beams have been designed assuming full width support N " "� of the members/plies, unless noted otherwise. ca aCy Joists are unstable until braced lateral/ Bracing Includes: i . N -0 i a) f This drawing may contain deviations from the original project � p T- I $�c Sheathing • stntunas documents. It is the responsibility of the contractor to notify the i (D I � •Hangers •RimBoerd •Rim Joist pl'ofe11 ct: ZIP .Design Professional of these deviations to Ye` rfy Qf U7 '� ,kp�K - � conformance with th`e original design intent of the project. I �; _..._____._".".___. ._..-___._._."__-,._______.-_--_� ^ N =_ I .;. T`his la `out is intended for the use of TnisJoist engineered wood ; '� 0 (I �I� fA SYMBOL LEGEND I y g > ; r'- 0 ao NOT walk aniaists nol NOT walk cin,itaPsts �l�d�?�stack bara7diaag -"_"_----"_"-:-, � p°'cdl.ds only. The substitution n of other good products with this ' � until braced. /drat are tying hat- Materials on Unsheathed .. E?�arr#3 Lam�'e Req��se^ � layoiA is NOT PERMITTED. Please identify the TJI, �- tNlt1RYMAYRBSULT_ joists-"Stack only over -__.__._..� L L I Tibertranri l_St_.l�Jiatlartx L1lL a.rrd ParallarTt PSL stamps _28006 beaaaas ar malts« t Rc�t L o�the product to censure that this taayOut is valid for the products : wming oa NOTES: I - I � act,oaal�pirtstahed. ------------ --1 Lack aI"proper b�acfgl diming axarastruai4on Cara resulxi to sa�riaars accidents.Observe the Earto�nrang icre[onL : t.All binnkirt ,hnnr�!sre,r n a us a 3 r n a"<tl e end rat T1r�t rrasst _, nab " I @ g?^"� Cy C?t° f f 2-t,AtorIaI�tr0ri0th,Iike t 3 �or an exs'��dn_�ck_r vntbe es"Kst at.es;ends of WP T7rs c a to ----,.---_„.�---..- -, c# e � ; Gnly header openings roof loads which affect. - €r,Grarrt�Urhrdbybir±m" ni`cre.Aerststa7 a acrst4 Met c " ' at re,erdof am Cz� » egrerhaeLlser e - y t..t?,.Ba. t.,:'E4''c:t:^,.2' YP' "xy+ I b. s,Safr+ty lift eI0Q of IK4 t " , t� to armed eird v o.�',�=� (as�t 2;'. � product sues have been denoted on his layout- In add lion to aril ' l Withtl!rtthis bracing.b psa azsN pzu*:?3mtaud=_=§,.4r a .-s r a rc - -...._..._............."..................._.............., rn ror _ r "-,,,,-,...,.."-._.,.- ---_...--__..-_._-_...---------._-,,._---------------------"_,,,...-.-_..-..,- T-""@"S?v�t� i�t�tatds i tr.�en 9 r GS detail callruts shown,solid blocking a Tors squash blocks are 1 one ledy€ar tat u�nttil ri �.:;.; Ti.",u'inata�", p g a 4.oh math Ing must be to T�'' W_ e�-J-':-aa s Ie 0 Ile Est Ceiling/Roof o ci Framing Plan 1 required to provide vertical load transfer from all Icon ntra.ed loed. { 8,Endo of canlitetvors r age sang ow is tt a�m ws J barwx t%a-as. ::— Wafts t,a,ee i €3,The ranges mint romarsstrartt 'ram true De {Ca � n belerErr„ Sep-Poeket.Framers Guide' forJ �� T l locations to fourLdatio - E d J :: A Wayerhmousor,Micre�ant,P",alto,T'mberStrand,TJ1,TJ.and Texts Jdst ireappropriate deta Wt'y+arhtxnUst?rNrt, 2rJt4w°de^ '°'r^a - s4fe3mtr*rT. _..__ ......"_...". _._._"".. 11 -....................................._............,.................."".,,_,-,...,""",",,"""",-".".". ",,,, ,--""",",__, , ., ---- __ - _ A COMPLETE JA%TLIWD, LAYOUT INCLUDES THE WEYERHAEUSEER FtAVEFS'S POCKET GUIDE.