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HomeMy WebLinkAbout48792-Z �o�sufFa�K o TOWN OF SOUTHOLD ��y. BUILDING DEPARTMENT y z. TOWN CLERK'S OFFICE "oy . oar 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#: 48792 Date: 1/24/2023 Permission is hereby granted to: 3170 Property LLC c/o Peter Mcglynn 3 Cedar PI Garden City, NY 11530 To: Construct addition and alteration to existing single family dwelling as applied for, with SCHD approval. At premises located at: 3170 Nassau Point Rd, Cutcho ue SCTM #473889 No-F G' 1 cl Sec/Block/Lot# 104.-12-18.5 Pursuant to application dated 10/27/2022 and approved by the Building Inspector. To expire on 7/25/2024. I Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $744.00 CO-ADDITION TO DWELLING $50.00 Total: $794.00 Building Inspector I IELD INSPECTION REPORT DATE COMMENTS ov c FOUNDATION (1ST) 1J, ------------------------------------ Gn FOUNDATION (2ND) cn ROUGH FRAMING& PLUMBING IL INSULATION PER N. Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 0 0 RAI 0 so } TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 httl)s://wwNv.southoicltowlinN.Pov Date Received PPLICAMN KEA BUILDING, PERMIT For Office Use Only ® PERMIT NO. Building Inspector: — ` 2 -7 �22 r _ Applications and forms must be filled out in their entirety. Incomplete BUILDING DEP7- - applications will not be accepted. Where the Applicant is not the owner,an TOWN OFSDD7Tgt,,`O Owner's Authorization form(Page 2)shall be completed. Date:9/26/22 OWNER(S)OF PROPERTY: Name:3170 Property LLC c% Peter McGlynn SCTM#1000-104-12-18.5 Project Address:3170 Nassau Point Raod Cutchogue, N.Y. 11935 Phone#:303-949-5451 I Email:phmcglynn@yahoo.com Mailing Address:3 Cedar Place Garden City, N.Y. 11530 CONTACT PERSON: Name:Suter and Suter c/O Richard or Bobette Mailing Address:Box 79 Cutchogue, N.Y. 11935 Phone#:516-786-6536 Email:suterandsuter@gipil.com DESIGN PROFESSIONAL INFORMATION: Name:Suter and Suter Mailing Address:Box 79 Cutchogue, N.Y. 11935 Phone#:516-971-1063 Email:suterandsuterC@gmail.com CONTRACTOR INFORMATION: Name:North Fork Woodworks Mailing Address:810 Traveler Street Southold, N.Y. 11971 w, Phone#:631-298-7900 Email:build @ nfwOOdworkS.COm DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $800,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? RYes El No 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 I this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name):Peter McGlynn BAuthorized Agent BOWner Signature of Applicant: rl-, Date: 9/26/22 STATE OF NEW YORK) SS: COUNTY OF S v ) 1' 1 e c C� �� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 0�41A,-P (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 a `��,// C;— 2�� day of /�" . Rkmm 0.Noneamw Notary Public Rd"Public OIN06224106 Qualified in Suffolk Count/ �� My Commission Expires June 2 .20� (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 SURVEY OF: PROPERTY LOCATED AT NASSAU POINT LOT No. 171 & P/O LOT 172 AS SHOWN ON AMENDED MAP "A" OF NASSAU POINT FILED: AUGUST 16, 1922: FILE No. 156 SCUM DAFrLL B 1 ScdimcntationCCHAMBER Volume((gal) •Ic; hamber 277 Anaerobic Filtration Chamber 278 TOWN OF SOUTHOLD z 2-4 j '� 2' Aerobic Contact Filtration Chamber 127 S U FFO L K COUNTY NEW YO R K I RECIRCULATION Clarification Chamber 3 , � � AIR LIFT PUMP Q Disinfection Chamber 4 4 © D147NFFCFION Total Volume 749 S.C.T.M. # 1000-104-12-18.5 CYLINDER(OPTIONAL) AREA = 48,302.1 SF. = 1 .11 ACRES 4"INLET PIP ` OVTI - PIPE SPECIFICATIONS SCALE: 1 "=30' A[ 4 JA Anaerobic Media PP/PE 4.., . Board Type Aerobic Media PVC/PP/PE _ Aerobic Media PP/PE Blower 2.8 efm LH LUENT Tank FRP NOTE: THE EXISTENCE OF RIGHT OF WAYS, INLET DAFT ® AIRLIFT PUMP � O Q Piping I PVC/PP/PE LOT 173 Access Covers Plastic/Cast Iron ALL RESIDENCE'S WETLANDS AND/OR EASEMENTS OF RECORD Disinfectant(Optional) Chlorine Tablets RESIDENCE IF ANY, NOT SHOWN ARE NOT GUARANTEED. 2•V2"VFNTII.ATIOIPIPE ELOWBAITLL 1;2'AIR INTAKE, WITHIN 150' RFCIRC it, [ON PIPE (CLEANING OPENING) B HAVE PUBLIC WATER Flow ore;vlNc(TYr ELEVATIONS REFER TO 1988 NAVD PLAN VIEW 6l aoit � P/O LOT 172 ?4"ACCESS('OVER � DYLINDCT'ION RESIDENCE ELEVATIONS SHOWN THUS �� 1R"ACCESS COVER 18"ACCESS COVER 24"ACCESS COVER N - 8 �. (rvr> (rvr) (rvr) cvuNDER(OInoNnl) l0'00 FENCE STp S • f'LON'OYCNING EXISTING LOT COVERAGE = 2,208 SF. ;��,`� RpdL FENCE 1.1'/s c�q 01 PROPOSED LOT COVERAGE CONTACT= 3,308 SF. ° O E o°F� 8 TA('T MEDIA / F � O EXISTING BUILDING COVERAGE = 975 SF. FENCE s 16- 1.o'/E & N 87°54'20"E q PROPOSED BUILDING COVERAGE = 2,435 SF, p 0.7'/s w Q STOCKADE FENCE 17 0.0 0' 0 ® s'•" AIR LIFT PUMP O`vx POOL "�� 0.5'/S `y O AIR LIFT PUMP EQUIP f O SANITARY SYSTEM NOTES. GRATE © � � „Q"j� BRICK BRICK UNITS � ® WATER PATIO O.H. 0 ® n SERVICE JE�" 1. SEWER LINES FROM THE BUILDING TO THE SEPTIC TANK AEROBICMTDIA m 24.2SHALL HAVE A MINIMUM PITCH ❑F ❑NE QUARTER INCH PER LOT 204 31.0 45.0 wPOAERATION ASSEMBLY 00 BRICKF❑OT AND A CLEAN OUT OR MANH❑LE EVERY FIFTY (50) FEET. RESIDENCE O SECTION A-A VIEW D � 11.o TRELLIS 11.7 1, 24.0 C� SECTION B-B VIEW r- o POOL v 2. THERE SHALL BE NO BENDS IN THE SEWER LINES TO THE - >� o N �h 100.9, Cu y SEPTIC TANK, IF BENDS ARE UNAVOIDABLE, THEN, FOR BENDS LFqCleanUSA o O FR.TRES LnWITHIN THE FIRST TEN FEET FR❑M THE H❑USE FOUNDATION, ^~^°°�°"°°�' m 'y0 FF EL c t GRAVEL DRIVEWAY v Ln O Z 20.0 t° W/BELG. BLK. CURB ' (� O THE SEWER LINE SHALL BE CONSTRUCTED OF CAST-IR❑N y 33.5 w Fr CE-7 Structural Drawing \9 � N y, p FROM THE HOUSE F❑UNDATION UP TO AND INCLUDING THE BEND, +� 71'4 5 0 A g NEW FUJI CEN 7 700 GPD DA'l E: 09nx2oza scALe: u2"=1" o (b CLEANOUT tij\' OWTS TANK SYSTEM LONG SWEEP ELBOWS SHALL BE USED AND BENDS SHALL NOT �-� �} _INv ao.o NEW 2" VENT PIPE TO TERMINATE MIN, 18" ABOVE GRADE EXCEED FORTY-FIVE (45) DEGREES AS MEASURED ALONGTHE (JJ � 17.5 0, 16.1 \INV Z_ W/ CARBON FILTER DEVICE AXIS OF THE STARTING PIPE:. FOR BENDS FURTHER THAN TEN o p O O m- co w m /r�o. \� AREA OF EXISTING FEET FROM THE HOUSE FOUNDATION AN APPROVED MANHOLE OR ,�.�• 32.5 tr '5 00 INVI28.3 SANITARY TO BE 1 \ O ABANDONED & CLEAN-OUT SHALL BE INSTALLED. FOR PROJECTS WITH A tYJ c� z �� ,yfs. NV 27.9/ TEST REMOVED W O w ti � 8' FUT� h HDLE LARGE NUMBER OF BENDS CONSULT THE DEPARTMENT PRI❑R Lam ' 1 iN � T❑ INSTALLATION, Specification List 25 o Q '��P to \auk -� CR CONC. Model MAC100RII cn W iN Z RAIL FEN FENCE ( 0.5�E 3. UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED WITH PROPOSED FUJI CLEAN NEMA 4X UL file number UL E341420 FRAME CONTROL PANEL `A 1 � CLEAN SAND , ACCEPTABLE TO THE DEPARTMENT, FOR A A FRAME CONC, NEW LEACHING FIELD FOR 6 BEDROOM Typical Applications Aeration,etc. LOT 2O5 FF EL MON. RESIDENCE. (1) B' DIAx16' DEEP POOLS DIAMETER SIX FEET GREATER THAN THE SEPTIC TANK 33.5 WITH 50%FUTURE EXPANSION Voltage Range and Frequency AC 120 V±10 V 60 Hz EXTENDING DOWN INTO A MIN SIX FOOT STRATA RESIDENCE 2.6 PSI±20!k FENCE CE �� DEDICATED 20A CIRCUIT � OF ACCEPTABLE SAND AND GRAVEL, IN THOSE AREAS v Proper Pressure Range 3.3'/N & RAIL FEN c 3 20 W/ 12/2 WERE TO NEW WHERE THESE CRITERIA CANNOT BE MET, 2.6' E "�8 ELECTRIC PANEL CONSULT THE 18 kPa±2090 / � 0� DEPARTMENT, PERCOLATION TESTS WILL BE REQUIRED IN Insulate Class A 3p6,cJ IN WEAWERTHER ER RESISTANT IN WEATHER RESISTANT ENCLOSURE BY MANVF. ACCORDANCE WITH 10 NYCRR, APPENDIX 75A.4 FOR ABSORPTION Rating Continuous SYSTEMS WHERE GROUNDWATER IS LESS THAN OR EQUAL TO s'/e" x 71/e" x 7'/2~ `� LOT 170 EIGHT FEET BELOW GRADE AND WHERE UNSUITABLE SOILS Dimensions CANNOT BE REMOVED. o` 161 Prim X 182 Prim X 191.5 Prim RESIDENCE 4. SEWER LINE TRENCHES SHALL BE FIRMLY TAMPED BY HAND w Color White O w 4" SCHEDULE 40 PIPE AND R Weight approx.11 Ibs(5 kg) CAP TO GROUND SURFACE 5. THE PIPECS> SHALL BE SECURELY CEMENTED AT THE POINT GRADE �'0 OF ENTRY IN TO THE SEPTIC TANK Outlet Pipe Size O.D.3/4"(�18 mm) � /\\/ " SCHEDULE 404" C EnU \ 0 TEE Power BLOWER TO BE HARD RED / // / '11-1/4 DEGREE \// /\/ \�\Y/\LL\�/\4 / 6. SEPTIC TANKS SHALL BE A MIN 10'-0' FROM FOUNDATION ��\\� �ENp/ �Yp�4 �CS�� /\\/ /\\/\\/\ 4" SCHEDULE 40 PIPE, TYP. � OF BUILDING o Input Voltage AC 120 V 60 Hz /\\//\ \/ �,• `/\\\/�\/\\\ // /\/\\\/\\\// //�/�\ ov 7, ALL STRUCTURES WITHIN THE SEPTIC SYSTEM SHALL BE A c Normal Pressure 2.6 PSI(18kPa) // // /// / ///// / / 4" SCHEDULE 40 P.V.C. SOIL E PITCH LINE @ 1/8":V-O" FROM MIN OF 10'-0' FROM ALL PROPERTY LINES. ,PC Current 1.7 A or less O.W.T.S. TO SAMPLE PORT n Electricity Consumption 74 W 8, ALL FOUNDATIONS AND RETAINING WALLS WITHIN THE VICINITY OF \//\ \//\//\/\/\//\/\/\/\ \ �LIQU LIQUID LEVEL \� \ THE SEPTIC SYSTEM SHALL, BE CONSTRUCTED OF WATERPROOF a 3.5 CFM(3.15 CFM more) m Air Flow Volume \\\\\\\\/4" SCHEDULE 40 P.V.C. SOIL LINE ® 1/8":1'- CONCRETE. 100 L/min(90 L/min or more) jAl��'j j Ql; T\ ��F/AI/HI�/�I/A/MlTF� 9. THERE ARE NO SURFACE WATERS OR WETLANDS WITH IN 300' o Noise Level (at 3'/4 ft) 50 dBA or less OF APPLICANTS LOT. E Temperature Increase(at 77 r) Solenoid:135 F(75°C)or less, `o Surface:81 T(45°C)or less Z Insulation Resistance 1.0 M Q or more(DC 500 V) Withstand Voltage AC 1500 V -1 min UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Aging Performance Initial performance should remain COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED C Temperature Range -4 T to 104 T(-20°C to 40°C) OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. o Humidity 90%or less NOTEt GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO RISER COVER SHALL BE A MINIMUM OF 60 LBS. IF NOT i 4' SCHEDULE 40 PVC SAMPLING PORT w/ COVER A SECONDARY SAFETY COVER WILL BE REQUIRED, THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO w Installation orientation Install horizontally BETWEEN THE TREATMENT UNIT AND LEACHING THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION other No oil,corrosive gas,nor explosive gas CHAMBER AS PER DETAIL NEW LEACHING FIELD FOR 6 BEDROOM NEW FUJI CEN 7 RESIDENCE. (1) 8' DIAx16' DEEP POOLS FUJI CLEAN NEMA 4X LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. WITH 50% FUTURE EXPANSION 700 GPD o• POLYLOK SAFETY CONTROL PANEL GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL OWTS TANK SYSTEM SCREEN # 3009-56 INSTITUTIONS OR SUBSEQUENT OWNERS. NEW BACKFILL TO BE NEW CAST IRON CLEAN SAND & GRAVEL CLEANOUT GRADE EL. 1.5 GRADE EL, 31.5 GRADE EL. 315 \\%\\�\ 1'- ' MIN.. ::'...::• .'':. // 2'- MAX': 4'-0' MAX,::..; // // // // // // // // // // // // �.. \ \\ \\ \\/\\/\\/\\/ \\/\\/\\ TENT HALE DATA \�/� ® ® ® ® ® \ IN\ 8,3. INV 28.5 /i!i�%i INCOMING SERVICE, / / / /\/\/�/\/\/\\/\\• N V:27 \ \\ \\ \\ \ \/ \/ / // / //\//\//\//\/PI�'E PITCHE 10 120 240 VOLTS \/ :' ® ® ® ® ® ® ® ./\/\/\ \/\/\/\/\/\/\/\/\/\/\ :,., ". \/\/\/\/\ 200 A, / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/PER Ffi � (NOT T❑ SCALE) //\ ® ® ® ® ® ® ® \//\//\ \//\//\//\//\//\//\//\//\//\//\ /\//\//\//\j/\y/\//\// B Y I RO Y K, R E I S S I G, PE NEW 20 AMP, 1 POLE \\/ /\\/\\/\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ /\\/ BREAKER SEPTEMBER: 10, 2022 @ 9 3 0 A M /\// ® ® ® ® ® ® ® .' . /\//\//\/ 4' SDR 35 S�I�L LINE - 10 >}E�\//\//\ : 120 VOLT, 10 SERVICE TO % %/ ® ® \\\\\\\\sE EP, M Ne 1%8 leNO'\� L��`"�� B��/\\/\:....::.; .•. : ;':'/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ N OR WE CO CONTROL N TR 0 L PANEL \/\\/ ® ® ® ® ® \//\//\// / `�/y �/ \ 0.0 -0,2 TOP SOIL PT „ /\ . :.'... / / / EL;:.B3.5.: :....,•. . ; '. :'.: / //\//\//\//\// / / / 2 12, 12 GROUND I N 1 \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ;' /\ /\/ ® ® ® ® ® � ® \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ?.... ,.; ;Bir,:,SEP TANK...': ::.; .: : NEW �ACKFILL TO BE\ \ \ \ / a // // // // // // // // // // // // // // / //\/ /CL AN SAND GRAVE DARK BROWN PVC CONDUIT \ \\/ ....;:.: :.. /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ . /\/� :, \/\/\/�/ '/ '�' / / / /NO WATER ENCDUNTERED/ 0.2'-2.5' S M /j\/j :;...:`. /\//\//\//\//\//\//\//\//\//\//\//\//\//\//\ \//\// = SILTY SAND .�\/ ® ® ® ® ® ® ® \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ /\\ I- CIRCUIT \/ ® ® ® ® ® ® ® \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ /\\/\\/\\/\\/\\/\\ \\/�/\ \ \ \ \ \ \ \ \ \ ;^ ^• w 2,5'-5.0' BROWN SILTY SAND S M FUJI BREAKER METER ® ® ® ® ® ® ® \/\/\/\/\/\/\/\/\/\/\/\/\/\/\ /\/\�\/ / /,/ \ / \// A PANEL \/ ::....';:..,.: \/\/\/\/\/\/\/\/\/\/\ \/ CONTROL ' / / / / / / / FUJI FUJI \\ .•: . . . ® ® ® ® ® ® ® /\\/\\/\\/\\/\\/\\/\/.\/\/\\�\/\/\/\/\ 5.0'-12.0' BROWN SAND SP AERATOR BLOWER PANEL ;/ ® ® ® ® ® j/j/j//\/\ l AND GRAVEL �\ ® ® \\\\\\\\\/ TEST HOLE TAKEN DURING HIGHEST EXPECTED GROUNDWATER otlt �, NO GROUNDWATER ENCOUNTERED \ k A N D \\c•' B.D. SEPTIC TANK \\\ \\ LIGHT BROWN SAND //\ EL. 11.5 12.0' 17.0' GRAVEL SP '\ \\ Nb:IJATFR'ENCI1"NTERE NO WATER _ NOTES: \/ ,,�/� \ \ 6'-0' MINIMUM SEPTIC TANK 10'-0' MINIMUM EXISTING GROUND 1. BURIED ELECTRICAL POWER TD LEACHING TANK TO HOUSE TEST HOLE TAKEN DURING HIGHEST EXPECTED GROUNDWATER ROD CONDUITS SHALL BE A MINIMUM SURVEYED BY: OF 24 INCHES BELOW GRADE. PAUL BARYLSKI LAND SURVEYING NO GROUNDWATER ENCOUNTERED 2. ALL ELECTRICAL WORK TO BE OAKDALE NY 11769 PERFORMED IN ACCORDANCE PHONE 631-294-6985 WITH NEC. FAX 631-627--3186 PAULBARYLSKI®YAHOO.COM SEPTEMBER 7, 2022 5287-P SEPTEMBER 29, 2022 - SANITARY SURVEY OF: PROPERTY LOCATED AT NASSAU POINT LOT No. 171 & P/O LOT 172 AS SHOWN ON AMENDED MAP "A" OF NASSAU POINT l I� I i► DUI i� FILED: AUGUST 16, 1922: FILE No. 156 SCUM BAFFIP B CHAMBER Volume(gal) In 1 Sedimentation Chamber 277 JAN 0 9 ?I177 1, It d Anaerobic Filtration Chamber 278 l3t9EL!!'R! TOWN OF S O U TH O LD `li" a" � Aerobic Contact Filtration Chamber 127 SUFFOLK COUNTY NEW YORK AIRLIF PUMP Clarification Chamber 63 1rPr >, � Disinfection Chamber 4 .� AIRUFrrutim © Or-s0l1, rl! - 4-12-18.eJ �3 DtSINFFCTK)V Total Volume 749 �"tj144 - S.C.T.M. # 1000 10 t'YL INI)FR POP IKINAI I AREA = 48,302.1 SF. == 1 .11 ACRES 4"INI FT PI "01 IT[FT PIPE SPECIFICATIONS f� r 4 la A[ 4 JA Anaerobic Media PP/PE SCALE: 1 =30 a Board Type eAerobicMedia PVC/PP/PE Aerobic Media PP/PF Blower 2.8 efin r rR LIFT PUMP t LUFNT INLET BAFF Tank FRP O NOTE: THE EXISTENCE OF RIGHT OF WAYS, --- _© AI C> I Piping PVC/PP/PE Access Covers Plastic/Cast Iron LOT 173 INO HOUSE DRAINAGE ON SITE WETLANDS AND/OR EASEMENTS OF RECORD Disinfectant(Optional) Chlorine Tablets IF ANY, NOT SHOWN ARE NOT GUARANTEED. 2-1,2"VFNTR RECIRCULATION L RESIDENCE'S J If I/2"AIRtNTA L RESIDENCE WITHIN 150' PLAN VIEW ALL PUBLIC WATER RECIRCULATION PIPE (f'LFAN'ING OPINING) 13 ELEVATIONS REFER TO 1988 NAVD FLOW(1rL IN(,,I,P 24•ACCLsst•OVER °36'2���E P/0 LOT 172 ELEVATIONS SHOWN THUS Is"ACCESS ER IM"AccESSCOYLR 24"AttLStiCOVLR DYIINDISINFI FR(ON N 7g RESIDENCE fll'I'1 (FYP) (IS'1') cvtlNnER(rlrnGxAl> 11 FENCE Spy S FLOW OPENING 2 208 SF. �„ ��h RAIL FENCE 1.1'/5 c/rgo &,O1. EXISTING LOT COVERAGE - �., PROPOSED LOT COVERAGE = 3,308 SF. ONIACI NI o F C'ONIACf MLUTA 3/ F EXISTING BUILDING COVERAGE: = 975 SF. -`4 t - FENCE s ticF 16, 0- 1.o'/E & PROPOSED BUILDING COVERAGE = 2,435 SF. 0 0•7'/S w N 87054'20"E I U! 5 STOCKADE FENCE 17 0.0 0 AIR LIF I LIMP O' POOL 0.5'/S 0 AIR LIF 11'l:!11P O O 4. " t EQUIP b 4 Ali SANITARY SYSTEM NOTES 'S� BRICK BRICK UNITS Lr) / \) WATER O OO 3 PATIO O.H. N ® ® '-+ SERVICE L SEWER LINES FROM THE BUILDING TO THE SEPTIC TANK N 24'2 AEROBIC MEDIA Dc SHALL HAVE A MINIMUM PITCH O TO ONE QUARTER INCH PER LOT 204 31 45.0 W 4j EXISTING GRATE .0 5 D E POLE ' AFR ATION ASSFMBI Y BRICK TO BEE REMOVED FOOT AND A CLEAN OUT OR MANHOLE EVERY FIFTY (50) FEET. RESIDENCE N 3 SECTION A-A VIEW r- 11.0 TRELLIS cc''n 11.7 24.0 1' 2. THERE SHALL BE NO BENDS IN THE SEWER LINES TO THE SECTION B-B VIEW v J o . O o POOL 2 STORY W 100 , FR. RES h 9 61 r+ O\ SEPTIC TANK. IF BENDS ARE UNAVOIDABLE, THEN, FOR BENDS Q.Fu)iClean USA N FF .5 o 5`' o 0 O I WITHIN THE FIRST TEN FEET FROM THE HOUSE FOUNDATION, '�"""°""�°`"' t"' 'S0 6 BEDROOMS w X GRAVEL DRIVEWAY Ln THE SEWER LINE SHALL BE CONSTRUCTED OF CAST-IRON Z 20.0 �° W/BELL. BLK. CURB AFT 0 O CE-7 Structural Drawing \o � N w o FROM THE HOUSE F❑UNDATION UP TO AND INCLUDING THE BEND. I 71.0 ^� o� �' c� NEW FUJI CEN 7 700 GPD LONG SWEEP ELBOWS SHALL BE USED AND BENDS SHALL NOT 'D�-y•� CO �N' OWTS TANK SYSTEM DATE: N,2R.2020 SCALF: 12"=1" W O CLEANOUT fn INV 30.0 NEW 2" VENT PIPE TO TERMINATE EXCEED FORTY-FIVE (45) DEGREES AS MEASURED ALONGTHE N m 16.1 MIN. ta` ABOVE GRADE ;� u-i X 0 17.5 to \INV W/CARBON FILTER DEVICE AXIS OF THE STARTING PIPE. FOR BENDS FURTHER THAN TEN 0` tK > ° m rr' 32.5 P 5 o AREA OF EXISTING FEET FROM THE HOUSE FOUNDATION AN APPROVED MANHOLE OR \' Ln 0 INV 128.3 SANITARY TO BE LLJI O ABANDONED & h CLEAN-OUT SHALL BE INSTALLED, FOR PROJECTS WITH A co cn \e- NV 27.9 TEST REMOVED LARGE NUMBER OF BENDS CONSULT THE DEPARTMENT PRIOR W w �ry� \ a' FUT) "3 HOLE Specification List CI` o ,j\p{ N TO INSTALLATION. 1N �3�,�0 Model MAC100R[[ N o tT Z RA FENCE FENCE MON. V"( 3, UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED WITH PROPOSED FUJI CLEAN NE MA 4X W . z� O.L. 0.5'/E v1 UL file number UL E341420 CLEAN SAND , ACCEPTABLE TO THE DEPARTMENT, FRAME CONTROL PANEL �rO ADDITION CONC. NEW LEACHING FIELD FOR 6 BEDROOM FOR A LOT 205 FF EL ��� MON. RESIDENCE. (1) 8' DIA06' DEEP POOLS Typical Applications Aeration,etc. WITH 50% FUTURE EXPANSION DIAMETER SIX FEET GREATER THAN THE SEPTIC TANK 33.5 Voltage Range and Frequency AC 120 Vt10 V 60 Hz EXTENDING DOWN INTO A MIN SIX FOOT STRATA RESIDENCE 2.6 PSI±20% FENCE AIL FEIyCE p DEDIC NEW GATED 20A CIRCUIT �� ELECTRIC PANEL OF ACCEPTABLE SAND AND GRAVEL. IN THOSEAREA Proper Pressure Range 3.3'/N & R WHERE THESE CRITERIA CANNOT BE MET, CONSULT THE 18 kPa f20°e 2.6'/E S 7 g°3 Sot DEPARTMENT. PERCOLATION TESTS WILL BE REQUIRED IN Insulate Class A 3oFj BLOWER LO IN WEATHER RESISTANT ENCLOSURE BY MANUF. ACCORDANCE WITH 10 NYCRR, APPENDIX 75A.4 FOR ABSORPTI❑N Rating Continuous SYSTEMS WHERE GROUNDWATER IS LESS THAN OR EQUAL TO s 3/B" x 7'/a" x 7'/Z" `)�� LOT 170 EIGHT FEET BELOW GRADE AND WHERE UNSUITABLE SOILS Dimensions 161 mm X 182 mm X 191.5 mm RESIDENCE CANNOT BE REMOVED, `s 4. SEWER LINE TRENCHES SHALL BE FIRMLY TAMPED BY HAND t Color White �� 4" SCHEDULE 40 PIPE AND (2 tt1 1� Weight approx.11 Ibs(5 kg) CAP TO GROUND SURFACE O 5. THE PIPECS> SHALL BE SECURELY CEMENTED AT THE POINT GRADE �j OF ENTRY IN TO THE SEPTIC TANK Outlet Pipe Size O.D.3/4"(0 18 mm) \� \� \� \�\/ \ \ 4" SCHEDULE 40 i \ \ \. \ 1 =1 Power BLOWER TO BE HARD RED %//\// '11-1 4 DEGREE //\//\// /4" SCHEDU 40 TEE 6. SEPTIC TANKS SHALL BE A MIN 10'-0' FROM FOUNDATION \\/\\ / , /\\/ \\/\\/\\i��/��/ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES BENp ((TYp ,4 4" SCHEDULE 40 PIPE, TYP. Input Voltage AC 120 V 60 Hz /\// / /j'/��//OF BUILDING � \ \ \// //�/�/ 7. ALL STRUCTURES WITHIN THE SEPTIC SYSTEM SHALL BE A Normal Pressure 2.6PSI(18kPa) \ \ \ \// \\ / \/\\/ \ 4" SCHEDULE 40 P.V.C. SOIL HERMIT FOR APPROVAL OF CONSTRUCTION FOR O E PITCH LINE @ l/8":1'-O" FROM MIN OF 10'-0' FROM ALL PROPERTY LINES. Current 1.7Aorless \ \� O.W.T.S. TO SAMPLE PORT SINGLE FAMILY RESIDENCE Oi'\&Y 8. ALL FOUNDATIONS AND RETAINING WALLS WITHIN THE VICINITY OF IL Electricity Consumption 74 IN //\\ \\//\//\ / /i//��/ C THE SEPTIC SYSTEM SHALL BE CONSTRUCTED OF 'WATERPROOF3.5 CFM(3.15 CFM more) o Air Flow Volume /\\/\\ \ 4\SCHEDULE 40 P.V.C. SOIL LINE @ 1/8":1'-O/\\� CONCRETE. 100 L/min(90 L/min or more) //\//\//\�SAMPL E PORT �0 L/FACHING CHAM�/FR 9, THERE ARE NO SURFACE WATERS OR WETLANDS WITH IN 300' o Noise Level (at 31/4ft) 50 dBA or less Design Professional's Certification Required. ❑F APPLICANTS LOT. E Solenoid:135 F(75°C)or less, DATE �8�23 .S -F. a I O. R-22-2�18 DER ARo Submit P.E. or R.A. Certification For Ns y Temperature Increase(at 77 F) (� o Surface or ore C or 500ss APPROVED The Installation and Construction of the Sewage Disposal System n Z Insulation Resistance 1.0 M S2 or more(DC 500 V) Withstand Voltage AC1500V -1 min Abandonment of the existing sanitary system must be in FOR CifAXIMUM OF 6 BEDROOMS Use Form WWM-073 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION i OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Aging Performance Initial performance should remain conformance with the Department's requirements. EXPIRES THREE YEARS FROM DATE OF APPROVAL Ar, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED Temperature Range -4 T to 104 T(-20°C to 40'C) 811 OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. o Humidity 90%or less Submit completed form V1lVVIU-080 as proof NOTE, ���oF NEVJ�o� GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO > RISER COVER SHALL BE A MINIMUM UE RE LIR IF NOT, w Installation Orientation Install horizontally 4' SCHEDULE 40 PVC SAMPLING PORT w/ COVER A SECONDARY SAFETY COVER WILL BE REQUIRED. THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO BETWEEN THE TREATMENT UNIT AND LEACHING THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION Other No oil,corrosive gas,nor explosive gas CHAMBER AS PER DETAIL NEW LEACHING FIELD FOR 6 BEDROOM LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. RESIDENCE. (1) s' DIAxl6' DEEP POOLS NEW FUJI cEN 7 FUJI CLEAN NEMA 4X GUARANTEES OR CERTIFICATIONS AIRE NOT TRANSFERABLE TO ADDITIONAL WITH 50. FUTURE OW EXPANSION GPD D' PELYLDK SAFETY CONTROL PANEL TS TANK SYSTEM SCREEN # 3009-56 INSTITUTIONS OR SUBSEQUENT OWNERS. NEW BACKFILL TO DE NEW CAST IRON CLEAN SAND & GRAVEL CLEANOI GRADE EL. 31.5 GRADE EL. 31.5 GRADE EL. 3t.5 2'- Y MIN MAX \/\\/\ / /\ / / -- EL 29.9 'T /\�//�//�//�//�//�//�// \\\\ 4'-0' MAX /\\/\\/\\/ TEST HOLE DATA �/� ® ® ® ® ® INV 8.3 INV zss / / / /i /i -0 INCOMING SERVICE, \ \ \ \ \ \ \ \ \ \ \ \ \\ \` \/\\/\\/ /\/\ It• 2 00 A, 10, 12 0/2 4 0 V 0 L TS �// ® ® ® ® ® ® ® /\\//\\//\\ \\//\\//\\//\\//\\//\\//\\//\\//\\//\//\ //\//\//\//\/PIPE P\c�\,y\//\//\ (NOT T❑ SCALE) \ \ \ \ \ \ ER FTC \ \ \ j /\/\ , NEW 2Q AMP, 1 POLE /\ B Y I R'❑Y K. R E I S S I G, PE ��j\ \\j\\j\\j\j\\j\\j\\j BREAKER /\/j ; . ® ® ® ® ® ® ® /\//\//\ \�/\//\//\//\//\// // // // // // // // //\//\//\//\//\//\ � ��; .•,� ' :! �� SEPTEMBER 10, 2022 @ 9130 A M \\ \ \ \ .�LI �\\, 120 VOLT, / ® ® ® ® K�j ® ® \/\/\/ 4' SD R 35 P,V,C. SOIL LINE - T U HE/\//\/\ /\ \ (t r ^2 w 10 SERVICE TO /\// // // // /`SEALED T� SEPTIC'TANK 8 LEACHING HUX/ // / // // // // // // // // // \ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ NORWECO CONTROL PANEL %\/ ® ® � � ® ® M \/\/\/\SLOPING @ MIN.�1%8'.0-o�j\�j\�j\�j\\j 0,0 -0.2 T❑P SOIL P T „ \//\// /\//\// // //�//�//\//\//\//\//\//\//\//\ EL. 23.5 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ B.O. SEP TAfyK "- NEW BACKFILL T❑ HE \ \ \ \ 2#12,#12 GROUND IN 1 ./\/ ® ® ® ® ® � (� \/\/\ \ \ \ \ \ \ \ \ \ \ \ \ \- \ \ \ \ // // // // // // // // // // // // / //\/ /CLEAN SAND & GRAVE PVC CONDUIT \/\/\/\/\/\/\/\/\ , /, \ \ DARK E R❑W N /\\jj\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\j\/\ / / / / % % / % \ 0.2'-2,5' S M // // / // // // // // // // // // // // // // // / / /NO WATER ENCOUNTERED// //\/\/\/\/\/\/\/\/\/\/\/\/ /\ SILTY SAND \\/ \/\\/\\/\ F- CIRCUIT \ ® ® ® � ® ® ® \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �- 2.5'-5.0' BROWN SILTY SAND S M BREAKER METER // \//\//\//\//\//\//\//\//\//\//\//\//\//\//\/ //\//\//\//\//\ \//\//\//\//\// W FUJI \\ EK ® � ® ® ® /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \\/\\/\\ \\�` ` /\/\/\/ Q FUJI FUJI CONTROL PA EL ® ® ® ® ® ® ® //\/%\\//%\\//%\//%\// % %% BROWN SAND PANEL / /\//\// /�//\ O 5.0'-12. -12. AND GRAVEL S P AERATOR BLOWER �\ ® ® ® ® ® ® ® \\\\\\/\\\� TEST HOLE TAKEN DURING HIGHEST EXPECTED G ULINDWATER .-I NO GROUNDWATER ENCOUNTERED LIGHT BROWN SAND - EL. I1.5 TIC TANK 12.0 17.0, & GRAVEL \\\ NO WUATERP ENCOl1NTERE / NO WATER SP NOTES: \� \\ \\\ \/ H'-0' MINIMUM EPTIC TANK 10'-0' MINIMUM \� TO LEACHING TANK TO HOUSE EXISTING GROUND 1. BURIED ELECTRICAL POWER \ TEST HOLE TAKEN DURING HIGHEST EXPECTED GROUNDWATER ROD CONDUITS SHALL BE A MINIMUM SURVEYED BY: OF 24 INCHES BELOW GRADE. NO GRDUNDI�✓ATER ENCOUNTERED PAUL BARYLSKI LAND SURVEYING 2. ALL ELECTRICAL WORK TO BE OAKDALE NY 11769 LD PERFORMED IN ACCORDANCE PHONE 631 -294-6985 WITH NEC. FAX 631 -627-3186 PAULBARYLSKI@YAH00.COM SEPTEMBER 7, 2022 5287-P SEPTEMBER 29, 2022 - SANITARY ® DATE'(MM/DDIYYYY) A`R o CERTIFICATE OF LIABILITY INSURANCE 09/26/2022 THIS CERTIFICATE IS ISSUED AS A 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(ies)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 CONTACT NAME: Commercial Support Edgewood Partners Insurance Center PHONE FAX 40 Marcus Drive 3rd Floor A/c No Ext: 631 .390-9700 A/C No): 631 390-9790 E-MAIL ADDRESS: msmcertscm@epicbrokers.com Melville NY 11747 INSURERS AFFORDING COVERAGE NAIC# INSURERA:SOUTHWEST MARINE AND GENERAL I 12294 INSURED INSURER B: North Fork Woodworks Inc INSURER C: PO Box 1407 INSURERD: Southold NY 11971 INSURERE: INSURER F COVERAGES CERTIFICATE NUMBER:Cert ID 3949, REVISION NUMBER:. THIS IS TO CERTIFY THAT 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 ADDLSUBRTYPE OF INSURANCE imp-WVp POLICY NUMBER MM/DDY EFF MM/DD/YYY POLICY P LTR Y LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE - $ 1,000,000 CLAIMS-MADE OCCUR Y GL2022L8B00002 O1/Ol/2022 Ol/O1/2023 DAMAGE TO PREM SES Ea occu RENTED nce $ 100,000 MED EXP(Any one person) $ 5,000 PERSONALBADVINJURY $ 1,000,000 GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 RPOLICY�JECT 7 LOC PRODUCTS-COMP/OP AGG $ 2-,000,000 X OTHER:& location $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person). $ OWNED SCHEDULED - BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident A UMBRELLA LIAB X OCCUR EX2022LHB00002 01/01/2022 O1/.01/2023 EACH OCCURRENCE $ 2,000;000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE EH R ANYPROPRIETOR/PARTNER/EXECU I IVE E.L.EACH ACCIDENT $ ❑ NIA OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) 3110 Property LLC c/o Peter McGlynn is included as additional insured for general liability coverage as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE •EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 3170 Property LLC c/o Peter McGlynn. ACCORDANCE WITH THE POLICY PROVISIONS. 3170 Nassau Point Road AUTHORIZED REPRESENTATIVE Cutchogue NY 11935 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Page 1 of 1 Workers'- . CERTIFICATE OF"INSURANCE COVERAGE- ,STATE Compensation under the NYS DISABILITY'AND PAID FAMILY LEAVE BENEFITS LAW Board PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier. 1 a.Legal Name&Address of Insured(use street address only): 16.Business Telephone Number of Insured NORTH FORK WOOD WORKS INC. 8107RAVELER STREET 631-298-7900 1 c.Federal Employer Identification Number of Insured or Social Security SOUTHOLD NY 11971 Number. Work Location of Insured(Only required if coverage is specifically" 272628352 limited to certain locations in New.York State,i.e.,Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of 3a Name of Insurance Caller Coverage(Entity Being Listed as the Certificate Holder) HARTFORD.LIFE AND ACCIDENT INSURANCE COMPANY TOWN OF SOUTHOLD 54375 MAIN ROAD 3b Policy Number of Entity Listed in Bo*"iv' SOUTHOLD,NY 11971 LNY-628416 c Policy effective period 04/01/2022 to 03/31/2023 4.Policy provides the following benefits:, II A.Both disability and,paid family leave benefits. ❑ B.Disability benefits only. ❑C.,Paid family leave benefits only. 5.Policy covers: I]A All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law ❑B.Only the following class or classes of employer's employees: Under,penalty of pedury,1 certify that I am'an authorized representative or licensed agent of the Insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits Insurance coverage as described above. Date Signed 07/12/2022 (Signature of Insurance carriers authorized representative or NYS Lleanaed Insurance Agent of that Insurance carrier) Telephone Number (212)553-8074 Name and Title:Elizabeth Tello—Assistant Director,Statutory Services IMPORTANT: If Boxes 4A and 5A'are.checked,and this form is signed by the insurance carriers'authorized representative or NYS Licensed Insurance Agent of that carrier,"this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 413,4C or 5B Is checked,.this certificate is NOT COMPLETE for purposes-of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board;Plans Acceptance Unit,PO Box 5200,"Binghamton,NY 13902-5200. PART Z To be completed by the NYS Workers'Compensation Board.(Only If Box 4C or 58 of Part 1 has been checked) State of New York Workers'.Compensation Board . According to Information maintained by the NYS Workers'Compensation Board,the.above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed B [Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title. Please Note:Only Insurance carriers licensed to write NYS disabilky and paid family leave beneflts'Insurance policies and NYS'licensed Insurance agents of those Insurance carriers are authorized to Issue:Form DB-120.1. Insurance brokers are NOT authorized to Issue this form. DB-120.1(947) I1IIII1FDB 120.1 09 17IIIIII IH a Additional Instructions for Form D13-120.1 By signing this form,the insurance carrier identified in Box 3 on this'form is certifying that it is insuring the business referenced in box 1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law.The Insurance Carrier or.its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify.the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate.the insured from coverage indicated on this Certificate:(These notices my be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in Box 3c,whichever is earlier ' This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy.. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form,if the business continues to be named on a permit,license or-contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with.any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the.issue of such permits, shall not issue such permit unless,proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or niunici'pal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an.insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1(9-17)Reverse ICI)ft I F New York State Insurance Fund PO Box 66699,Albany,NY 12206 l.nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) AAAAAA 272628352 ti AMWINS BROKERAGE OF NEW YORK 200 ELWOOD DAVIS ROAD .N SUITE 200 LIVERPOOL NY 13088 SCAN-TO VALIDATE AND'SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER NORTH FORK.WOOD WORKS INC TOWN OF SOUTHOLD P O BOX 1407 54375 MAIN ROAD SOUTHOLD-NY 11971' SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z2280 317-5 560262 05/01/2022 TO 05/01/2023 6/l/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE :IS INSURED:WITH THE NEW YORK:STATE INSURANCE FUND UNDER .'POLICY NO. 2280 3i7-5, 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. IF YOU WISH TO RECEIVE.NOTIFICATIONS•REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT.HTTPS://WWW.NYSIF.CO.M/CERT/CERNAL:ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE.IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER:CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS.OF THE INSURED CORPORATION. PRESIDENT SCOTT EDGETT NORTH FORK•WOOD WORKS INC 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 AMEN_O, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. .NEW YORK STATE SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING -VALIDATION NUMBER: 167947247 . U-26.3 ® DATE(MM/DD/YYYY) ACORV CERTIFICATE OF LIABILITY INSURANCE 05/31/2022 THIS'CERTIFICATE IS ISSUED AS A MATTER OF-INFORMATION ONLY.AND CONFERS NO RIGHTS UPON'THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR 14EOATIVELY 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(ies)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 endorseinent(s). PRODUCER CONTACT' NAME: Commercial Support Edgewood Partners Insurance Center PHONE FAX 40 Marcus Drive 3rd Floor IA No Ext 631j 390-9700 A/C No: 631 390-9790 E-MAIL ADDRESS: msmcertscm@epicbrokers.com Melville NY. 11747 INSURERS AFFORDING COVERAGE NAIC# INSURERA:SOUTHWEST, MARINE AND GENERAL I 12294 INSURED INSURER B: North Fork Woodworks Inc INSURER C: PO Box 1407 INSURERD: Southold NY 11971 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER:Cert ID, 3949- REVISION NUMBER: THIS,IS TO CERTIFY THAT 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 ADDL SUER LTR POLICY NUMBER MM DD/YYYY MM DD/YYY LIMITS A X COMMERCIAL GENERAL LIABILITY. EACH OCCURRENCE $. 1,000,,000 CLAIMS-MADE 51 OCCUR -Y GL2022LBB00002 01/01/2022 01/.01/2023 DAMAGE 01/01/2022 (Ea occurence $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES P.ER: GENERALAGGREGATE $ 2,000,000 POLICY PRO ❑ JECT LOC PRODUCTS-'COMP/OP AGG $ 2,000,000 X OTHER:& location $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person). $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident A UMBRELLA LIAB X' OCCUR EX2022LHB00002 01/01/2022 01/01/2023 EACH OCCURRENCE $ 2,000,000 X EXCESS LIAR CLAIMS-MADE AGGREGATE $ 2,000,000 DED RETENTION'$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ NjA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE'$ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $, $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Town of Southold is included as additional insured for general liability coverage as required by written contract. CERTIFICATE.HOLDER :CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE .THE EXPIRATION DATE THEREOF,. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold 54375 Main Road AUTHORIZED REPRESENTATIVE Southold-NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Page 1 of 1 I� MYSIF New York state Insurance Fund PO Box 66699,Albany,NY 12206 I mysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE � 0 • r � n n n A n n 272628352 AMWINS BROKERAGE OF NEW YORK 200 ELWOOD DAVIS ROAD SUITE 200 LIVER POOL NY 13088 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER NORTH FORK.WOOD WORKS INC 3170 PROPERTY LLC CIO PETER P O-BOX)407 MCGLYNN SOUTHOLD NY 11971 3170 NAS.SAU POINT ROAD CUTCHOGUE NY 11935 POLICY NUMBER CERTIFICATE NUMBER' POLICY PERIOD DATE Z2280 317-5 344963 05/01/2022 TO 05/01/2023 9/27/2022 THIS IS TO-CERTIFY THAT THE POLICYHOLDER NAMED ABOVE .IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.. 2280 317-5, 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. IF YOU WISH TO RECEIVE NOTIFICATIONS:REGARDING SAID POLICY,INCLUDING"ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:IIWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE'NEW YORK STATE INSURANCE FUND 18 NOT LIABLE IN THE EVENT OF FAILURE T0•61VE SUCH NOTIFICATIONS: THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SCOTT EDGETT NORTH FORK WOOD WORKS INC 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 SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 140767240 U-26.3 a Generated by REScheck-Web Software Compliance Certificate n Project McGlynn ence Energy Code: 20 NYStretch - 2018 IECC Location: Cutchogue,.New York Construction Type: Single-family Project Type: ddition Climate Zone: 4 (557 DD) .Permit-Date: Permit Number: i Construction Site: Owner/Agent: / Designer/Contractor: nassau pt.rd. ny,ny 11935 Compliance: Passes using UA trade-off Compliance: 4.3%Better Than Cade Maximum UA: 139 Your UA: 133 Maximum SHGC: 0.40 Your SHGC: 0.24 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. t Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling•1: Flat Ceiling or Scissor Truss 285 33.0 0.0 0.033 .0.026 9 7 Ceiling:-Cathedral Ceiling 683 33.0 0.0 0.031 0.026 21 18 Wall-Wood Frame,16"o.c. 1,044 32.0 3.0 0.040 0.045 36 41 Door: Glass Door(over 50%glazing) 42 0.310 0.270 13 it SNGC;.0.23 Window:Wood Frame 96 0.270 0.270 26 26 SHGC:0.25 Basement Wall:Solid Concrete or Masonry Wall height:6.0' 720 0.0 22.0 0.039 0.050 28 36 Depth below grade:4.0' Insulation depth:6.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed'building has been designed to meet the 2020 NYStretch-2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. Name-Title Signature Date ED Aq R M. Project Title: McGlynn Residence * �" * Report date: 09/25/22 Data filename: Pagel of 9, REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2020 NYStretch - 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen, For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is-being claimed.-Where compliance is-itemized-in a separate table, a-reference to-that-table-is provided. ,Section Plans Verified. Field.' fled # Pre-Inspection/Plan Review.' Value _ Value Complies? Comments/Assumptions & Req:ID ° 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate _ ❑Does Not [PR1]1 ;energy code compliance for the rJ :building envelope.Thermal ❑Not Observable envelope represented on `� ❑Not Applicable ;construction documents. 103.1, ;,Construction drawings and �❑Complies 103.2, documentation demonstrate -, is` ❑Does Not 403.7 ;energy.code.compliance.for _�..,• ,: [PR3]1 ;lighting and mechanical systems. p❑Not Observable co :Systems serving multiple : ';❑Not Applicable ;dwelling units must demonstrate a ;compliance with the IECC ;Commercial Provisions. 302.1, ;Heating and cooling equipment is; Heating: Heating: ClComplies 4033 - ;sized per ACCA Manual S based Btu/hr Btu/hr I❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: bNot Observable j Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable , Additional Comments/Assumptions: r 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:-McGlynn Residence Report date: • 09/25/22 Data filename: Page 2 of 9 Section Plans Verified! Field Verified # Foundation Inspection Complies? Comments/Assumptions & Req.ID Value Value 402.1.1 ;Conditioned basement wall ; R- R- ;QConiplies ;See the Envelope assemblies [FO4]1 :insulation R-value.Where Interior: R_ R_ UD-oes Not 1 table for values. Cs ;insulation is used,verification may need to occur during ;:may Observable I Insulation Inspection. Not ;❑Not Applicable required in warm-humid locations In Climate Zone 3. 303.2 ;Conditioned basement wall ' {❑Complies [FO5]1 ;insulation installed-per : ❑Does Not I ;manufacturer's instructions. ❑Not Observable QNot Applicable 402.2.9 ;Conditioned basement wall ft ft ;QComplies ;See the Envelope Assemblies [FO6]1 ;Insulation depth of burial or ;❑Does Not I table for values. ® ;distance from top of wall. ; ,❑Not Observable ;❑Not Applicable 303.2.1 4A protective covering is installed ❑Complies [1701112 4to protect exposed exterior "i;:' .' ❑Does Not {{{ insulation and extends a minimum of 6 in.below grade. (, ❑Not Observable f QNot Applicable 403.9 Snow--and ice-melting system x QComplies [FO12]2 icontrols installed. ❑Does Not u []Not Observable { ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 Low Impact(Tier 3) -Project Title:-McGlynn-Residence --Report-date: -09/25/22 Data filename: Page 3 of 9 Sectibn Plans Verified Field Ver'ifi'ed `: Framing%Rough-In,lnspection Complies?", ': Comments/Assumptions & Value-. ' Value - 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). UD.oes Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ; ;❑Not Applicable 303.1.3 ;U-factors of fenestration products ` =, ,.i;.[]Complies ;. [FR4]1 :are determined in accordance ❑Does Not with the NFRC test procedure or - ; 3` ❑ se Not Observable ,taken from the default table. =,: ?3. , ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ''':a' ; ❑Complies ; [FR23]1 installed per.manufacturer's ' ❑Does Not i instructions.An approved third- ` .. ' art will inspect all components ❑Not Observable :party P p .�`: ❑Not Applicable and verify compliance. see ' ;section details and guidance from Table R402.4.1.1. 402.4.3 ;Fenestration that is not site built °'. !':, ❑Complies [FR20]1 :is listed and labeled as meeting �''' `.+w: :�,.� ,❑Does Not , AAMA/WDMA/CSA 101/1.5.2/A440 .or has infiltration rates.per NFRC ��_� ;r(.. �, _ ❑Not Observable :400 that do not exceed code €y, „rt- ❑Not Applicable ; ;limits. 402.4',5` .SIC-rated recessed lighting fixtures ' ❑Complies (FR16]zsealed at housing/interior finish ; , ❑Does Not land labeled to indicate s2.0 cfm 'r leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 :insulated>=R-8 where duct is '. ❑Does Not >= 3 inches in diameter and>= []Not Observable 00 R-6 where<3 inches.Supplyand ,k. ❑Not A licable return ducts in other portions of -" PP ;the building insulated >= R-6 for f ;diameter>= 3 inches-and-R-4.2 - ,for<3 inches in diameter. 403.3.2 !,Ducts,air handlers and filter ?. ! "❑Complies ; [FR13]1 :boxes are sealed with `• <='r ❑Does Not ;joints/seams compliant with k. `;International Mechanical Code or '' , '�`.j❑Not Observable , International Residential Code,as ❑Not Applicable 'applicable. - 403.3 ;Duct system in new buildings and 11]Complies ; [FI32]1 additions are located in a :. ❑Does Not ;conditioned space in accordance ;with Sections R403.3.7 (1-2). n t❑Not Observable J❑Not Applicable ; 403.3.8 ;Ducts are sized in accordance ❑Complies [FI33]1 with ACCA Manual D and sections ;e ❑Does Not R403.7 8. :, k .. �...) - []Not Observable ; # ❑Not Applicable '403:3,.5 i Building cavities are riot used as ❑Complies [FR15]3 ducts or plenums. ., ;`❑Does Not U ❑Not Observable ' 3❑Not Applicable 1 High Impact(Tier 1) `T Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McGlynn Residence Report date: 09/25/22 r Data filename: Page 4 of 9 Section Plans,Verified,7Fiel�dVerified# Framing/Rough=ln Inspection Valuealue Complies? Comments/Assumptions & Req.ID 403.3.T.„ ;Ducts declared to be within"the #❑Complies ; [FR28]3 conditioned space are either 1) ]❑D.oes Not V completely within the continuous I .barrier and within the building []Not Observable 'thermal envelope,2)buried ❑Not Applicable ;within ceiling insulation in '- iaccordance with Section R403.3.6 and the air handler is =' located completely within the :continuous air barrier and within ')the building thermal envelope ;and the duct leakage is<= 1.5 I cfm/-100 square feet of j conditioned floor area served by ;,'the duct system,or 3)the ceiling insulation R-value installed ;against and above the insulated duct>=to the proposed ceiling )insulation R-value,less the R- . ivalue of the insulation on the 403.4 ;HVAC piping conveying fluids R- R- :❑Complies ; [FR17]2 above 105 QF or chilled fluids ;❑Does Not ._ibelow 55 QF are insulated to aR- !3. [JNot Observable ' :[]Not Applicable 403.4.1 :Protection of insulation on HVAC ❑Complies [FR24]1 piping, ❑Does Not ❑Not Observable 1 ❑Not Applicable ; 403.5.3 Hot water pipes are insulated to R- R- :❑Complies 1FR18]2 i I>_R-3. ;❑Does Not OJ' ;[]Not Observable ❑Not Applicable 403.5,, ;Energy conservation measures R- ; R- i❑Complies j [171129j2.' for SWH systems.follow ;❑Does-Not Jguidelines in section R403.5.1-5. i ;❑Not Observable ❑Not Applicable 403.6, ;Automatic or gravity dampers are ' ' ❑Complies [FR19]2 installed on all outdoor air []Does Not intakes and exhausts. ` ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) '-2 Medium Impact(Tier 2) •3 Low Impact(Tier 3) Project Title: McGlynn Residence Report date: 09/25/22 Data filename: Page 5 of 9 Section Plans Verified Field Verified, # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 'All installed insulation Is labeled ❑Complies jIIV13]2, or the installed R-values ❑Does Not provided. ❑Not Observable I ❑Not Applicable 402.1.1, !Wall insulation R-value.If this is a: R- ; R- ;❑Complies ISee the Envelope assemblies 402.2.5, ;mass wall with at least:Vz of the ❑ Wood ;ElWood :[]Does Not ;table for values. 402.2.6 :,wall insulation on the wall ;❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation ; ; ; 00 :requirement applies(FR10). ❑-Steel []-steel ;❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 :manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3- Low Impact(Tier 3) Project Title: McGlynn Residence Report date: 09/25/22 Data filename: Page 6 of 9 Section Plans Verified, Field Verified # Final Inspection Provisions Complies? Comments/Assumptions &Req.ID Value Value 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.11 ;❑ Wood ❑ Wood ;❑D.oes Not table for values. 402.2.2, I Steel ;❑ Steel ;❑Not Observable 402.2.E ;[FI1]1 ;❑Not Applicable ; 303.1.1.1, ;Ceiling insulation installed per " 10Complies 303.2 :manufacturer's instructions. ❑Does Not [F12]1 !Blown insulation marked every ;300 ftz. I❑Not Observable j❑Not Applicable 402.2.3 iVented attics with air permeable ❑Complies [FI22]2 :insulation Include baffle adjacent ❑Does Not yto soffit and eave vents that extends over Insulation, `.f❑Not Observable "❑Not Applicable 402.2.4 :Attic access hatch and door R- ; R- ;❑Complies ; [FI3]1 :insulation zR-value of the E❑Does Not adjacent assembly. ;❑Not Observable ' ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = E❑Complies [FI17]1 each in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ; [F127]1 :determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable :pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system Including ;the manufacturer's air handler ;enclosure if installed at time of ;test. Postconstruction test:Total ;leakage measured with a :pressure differential of 0.1 inch f ;w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]2 :cfm/100 ft2 across the system or ; ft2 ft2 ;❑Does Not <=3-cfm/1.0.0ft2 without.air '❑Not Observable handier @ 25 Pa. For rough-in ; ;tests,verification may need to .❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [F124]1 ;by manufacturer at<=2%of ❑Does Not design air flow. ' ❑Not Observable ❑Not Applicable ; 403.1.1 'Programmable thermostats ❑Complies ; [F1912 installed for control of primary ❑Does Not heating and cooling systems and initially set,by manufacturer to ❑Not Observable code specifications, I❑Not Applicable r ; 403.1,2 Heat pump thermostat installed "..'•ElComplies [FI'10]2 on heat pumps. ❑goes Not J❑Not Observable ;�❑Not Applicable 403.5.1 'Circulating service hot water ❑Complies ; [FI11]2systems have automatic or ❑Does Not j accessible manual controls. ❑Not Observable `�❑Not Applicable 1 High Impact(Tier 1) 2.• Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: McGlynn Residence Report date: 09/25/22 Data filename: Page 7 of 9 '...Section,.. ,,.,, ',.,.':'"• , , ,. . ,: ,; . . Plans Verified;`• ,'.Field Verified # , Final,lnspection Provisions Complies Comments/Ae'sumptions. &`lieq:ID = ,Value Value 403:6.1: ,All mechanical ventilation system ' ❑Complies [FI25]2. 4fans not part of tested and listed �:; ❑Does Not `;HVAC equipment meet efficacy ❑Not Observable 6 and air flow limits per Table R403.6.1. ❑Not Applicable 403.2' Hot water boilers supplying heat ❑Complies 0I26]2::: !through one-or two-pipe heating +,° El Does Not systems have outdoor setback "Icontrol.to.lower-boiler.water _: •.:;`` , ,;p❑Not Observable ` ❑Not A lica $temperature based on outdoor PP ble ;temperature. �, , 403,5.1.1..S Heated water circulation systems r ❑Complies [F128]2 i have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply. []Not Observable #pipe.Gravity and thermos- ❑Not Applicable 3syphon circulation systems are not present.Controls for circulating hot water system �• pumps um t P start the pump with signal for hot water demand within the ,occupancy, Controls -automatically-turn-off the pump a f when water is in circulation loops' ' is at set-point temperature and no demand for hot water exists, 403:5.1.2 i Electric heat trace systems ❑Complies ; [F129]2 °'icomply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically $ ry adjust the energy input to the []Not Obse able , ❑Not A licable -cheat tracing to maintain the PP desired water temperature in the " ' M. , piping. 403.5.2 Demand recirculation water ❑Complies [F130]2' systems have controls that ❑Does Not manage operation of the pump ° '"r" $and limit the temperature of the ` `''' :7❑Not Observable jwater entering the cold water Y.a,`; r,, ❑Not Applicable ; ,,piping to<= 1049F. 403:5t ;`:4 , ' 'Drain water heat'recovery units[F131]2 $have>=40 percent efficiency if :]OComplles ❑Does Not ; installed for equal flow or>=52 + ' —]Not Observable „(percent efficiency if installed for unequal flow.Vertical drain water ❑Not Applicable ; i heat recovery units comply with , �CSA B55.2 and tested and " ilabeled in accordance with CSA `. •; '',;r:, B55.1. Potable water-side pressure loss of drain water heat 7 - recovery units are < 3.psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water $heat recovery units are <2 psi for individual units connected to ;three or more showers. , 40.4.1 ;90%or more.of permanent ❑Complies [FI6]1 fixtures have lamps with an ❑Does Not efficacy>=65 lumans/watt or []Not Observable have a total luminaire efficacy >=45 lumens/watt. ❑Not Applicable ; 404.2 ;Detached one and two-family _,;:>` ❑Complies [FI35]1 dwellings and townhouses where '" "`f -]Does Not ,the conditioned-space is-> 1,400 sf comply with the requirements ,T Y ❑Not Observable of Appendix RA. T ❑Not Applicable 1 I High Impact(Tier 1) 2,. Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: McGlynn Residence Report date: 09/25/22 Data filename: Page 8 of 9 Section Plans Verified. Field Verified' # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID . 404.3 ;One or two-family dwellings and ❑Complies JF13611 townhouses with parking area : []Does Not provided on the building site shall ;have a 208/240V 40-amp outlet ?❑Not Observable ;for each dwelling unit or panel ❑Not Applicable ; capacity and conduit for the ,future installation of such an ' outlet. See section details. .404.1.1 ;Fuel:gas-lighting systems.have ❑Complies ; [FI23j3 . ;; no continuous pilot light. '• "I❑goes Not ti ❑Not Observable ; IE]Not Applicable 401.3 Compliance certificate posted, complies ; [FI7]Z t.. ❑Does Not `J❑Not Observable ❑Not Applicable , 303.3 Manufacturer manuals for ❑Complies j1`11813. ;mechanical and water heating ~ ' []Does Not ;systems have been provided. []Not Observable a❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2:1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) -Project Title:-McGlynn-Residence -Report-date: -09/25/22 Data filename: Page 9 of 9 2020 NYStretch - 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 35.00 Below-Grade Wall 22.00 Floor 0.00 ` Ceiling/ Roof 33.00 ' Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.27 0.25 Door 0.31 0.23 CoolingHeating & Heating System• Cooling System• Water Heater: Name: Date: Comments r i CsL, � OCCUPANCY OR . APPROVED AS NOTED USE IS UNLAWFUL ` DATE:„ B.P.�! WITHOUT CERTIFICATE FEE ODBY: NOTIFYBUILDINGDEPARTMENTAT OF OCCUPANCY MI.765.1802 8AM TO 4PM FOR THE n ` FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED __.. , --II,� FOR POURED CONCRETE .:;`+�1v��7 ,_ _ , t l Ut PA ci 2. ROUGH-FRAMING&PWMBIN13 t 9 r'��1/ YU R K S ATE & TOWN O,- ` i e� 3. INSULATION CODES — — 4. FINAL-CONSTRUCTION MUST AS REOUIRED AND CONDITIONS OF i BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOVJ ZBA i REQUIREMENTS OFTHE CODES OF NEW • •' .'i `••' , i `' • 4 1 • ' t ' T;.-.Pbp1-_ YORK STATE NOT RESPONSIBLE FOR SOUTHOLD TOWN PLANNING BOARD DESIGN ESIG � �y�O ERRORS SOUTHOLD TOWN TRUSTEES • ,.'y, - .7�. ., J �, La f .� i - . .� - t . ' YG��W�O�CONSif1WIVNE+�"1VfWi , .ti ��.4°.S.DEC $� Jr TRUSS PLACARDING REQUIRED O till' E . - }, RETAIN STORM 1NATEr, PURSUANT TO CHAPTER 236 OF THE TOWN CODE. 111 exterior lighting • - �- installed,replaced or -`.��__._Q �f>_ STY. '� _r. .. D� Qrj-------_-__._._---._.___. .d Manuals shalt conform l € " must provide Manuals vfi _r:trst�rlG to Chapter 172 D J and S as per p t�#'the Town Code NYS Energy Code . a t = _ _ AIL s - CATION , -- ON.LEAD CON ORE N a =� c®�r ?-_ _-tit _:_.. ; p TENT BEF AGE: CERTIFICATE OF OCCUPANCY L ER USED 1 LOT AREA So N WATER 48,302.1 SQ. FT. EXISTING HOUSE AND GARAGE = 31093 SQ. FT. SUPPLYSYSTFP/� C���'�NOT I r _ EXCEED 2110 CF 1 /o LEAD. - M ADDITION 968 SQ. FT. TOTAL = 4,061 SQ. FT. --- _,,, $.4% LOT COVERAGE Rn. — — SITE PLAN --- ' SCALE: 1" = 40'-0" . . - . BASED ON SURVEYAUL BARYLSKI LAND SURVEYING PATCHOGUE, NY DATED 9-7-22 — -- __ ROOF STORM WATER NOTES: NOTCH JOI TS 2"FOR SHOWER a FLOOR PAN FOR A PITCHED FLOOR : C�'6`' = 968 SQUARE FEET OF NEW ROOF X .1666 (2") STORM WATER = 162 N — t -� '. X; = -� ---- WITH LINEAR DRAIN CUBIC FEET OF WATER TO BE CONTAINED IN STORM DRAINS 6'-0" DIAMETER PRE-CAST CONCRETE STORM DRAIN =22.34 • --- - - 3 /: DIAMETER STEEL LALY COLUMN ONCONC. FOOTING 4' X 4' X 12" W/#5 BARS 13" OC EACH WAY — ------ -- -- --- ___.~ CUBIC FEET OF WATER PER VERTICAL FOOT 162 =.22.34=7.25 VERTICAL FEET— OR- TOTAL OF (2) 6'-0" DIAMETER X i . X 4' 0" DEEP STORM DRAINS _ _� LU LLA — : Ca00 LOOR JOISTS 117 8" W160 SERIES - ii SAW CUT 36"ACCESS INTO NEW CRAWLSPACE.SWINGING INSULATED: ALIGN W/ EXISTING •-+ z + I ,. DOOR W/R-30 FOAM INSULATION AN W/WEATHER STRIPPING • 3 %" DIAMETER STEEL LALY COLUMN ON °-I AT-WALL JOINTS DRILL IN#41 IARS MI f_OF s 24" X 24" X 12" DEEP FOOTING W. #5 _0 4"AND EPDXY AND EXTEND Z" INTO f�1EW WALL " { E .5-� i X C1 ;... BARS 14" OC EACH WAY LL Q t, �. `y-._ 25 � r '�; •, s %:" DIAMETER STEEL LALY COLUMN ON C i • o oo W T FOOTING 4' X 4' X 12" W/#5 BARS 13" OC EACH WAY _ ►I/�5 2`' 2�g . III �, W Z a c W �I f LU o r f _ 12 Ct X f� MALT" --� HEAL ` p�pT. SYSTEM C_NO SCALE P�UMGING SCHEMATI OCT 21 w -p 4_ D Any _. -4 , U T E R� and S U T E R AR CHITECTU 'It E LANDSCAPE 'DESIGN _ \ 'I N E McGLYNN R E S I D E C ' P. O. Box?9 NY - 0 NASSA.0 FIT. RD O G U E TCH UN E w Y O R K 11935 _. t _�'�'". . .. _..^._-_.. .V_ s ^ta1 Ae RA I Q _ -VA-L-L- 2c�Ct2: A SS 1M100w — __ � -- L 4210 �R , F RAFTERS 2X10 @ 16 OC - -- - ��- °v t J (2) 2X6 TIES AND (1) 2X10 RAFTER E AT EACH SIDE MkIZ- _ ! °I CLG JOISTS 2X8J 16 OC 5 R .:1 R1/1• 1 • NV rr I f I' 1 a' 40 ' CLG JOISTS 2 8 Cc 16'- OC 0 75 X 117/8 _ o FLUS GIRDER#1 (3) 13S X 117/FLUSH GIRDER#1 (3) r; 6 i ui .1,. LVL W/(2) .635*FLITCH PLATES ,t , , LVL , (2) .635 FLITCH PLATES* N . , f co _4 f Gam', qA � s n x t rVY+ aLL T. - W ROOF RAFTERS 2X10 @ 16 OC f - - �-�- - a 11 100 I (2) 2X6 TIES AND (1) 2X7.0 RAFTER + __d__-• , _ a n0 ATE Wuj AT EACH SIDE z - — r: O: 9 f STOOPS: - ^ri- ` — ALL PRIMARY DOOR STOOPS TO BE FLASHED AND COUNTER FLASHED AT WOOD WALL ALL x --� - t- # a o _ �J1� ' , ' STOOPS TO REST ON 8 PC WALL ON 8 DEEP X 16 DEEP PC FOOTING.THE BRICK TO BE SET � u- r j z"V # IN SAND AND LAID ON 611 REINFORCED PC SLAB OVER COMPACTED FILL. MATCH EXISTING BRICK, PATTERN,AND LAYOUT _ 66 W' 1% X117f8 '�, - . :. O B£FLUSH,,._•. • ._, _ :�; .. ;.. :,.,,^ CONFIRM EXISTING(3) i `� yj}•^,y{jT MICRO LAMS-T ri - S a - - -' 444) go - tC'� _ t � LAC 1' �� - - �f a � -Cad r All t� ' _.. .. - -- S U 'T E R 4 ,S U T E R ARCHITECTIJRE LANDSCAPE DESIGN McGLYNN RESIDENCE 3170 NASA►AU PT. RD CUTCHOGUE NY _ .�` L'? '_ __ -- - - `'�. a. t .., _,fit P. O. BOX 79 C U T C H d G U•E N E W Y O R K 11935 ' -t ------- — .. i F 1 �2 EW Ll 10 Li k -ajiy, P. O. BOX 79 , t �.._ .� E , , .,-..,_„,.......,......., ._..-_, � ,,,,,_,_ _. __.._...... ._._+...ram... ...._— .«-...-,. .._.....�... ._ , _ _ i F K EX y f - I w...... ........... -� �.r .Mw , _ t f J _ it A Tj Fi, + t : S U T E R and S U ARCHITECTURE LANDSCAPE DESIGN i, '` ' .i`a Y� e L M c G LYNN R E. S I D E N CE , I r4i - 3170 NASSAU PT.-RD CUTCHOGUE NY C U T C H 0 G U E N E W Y O R K 11935 J' ndsuter@ aibcom PHONE 516 971 1063 - _... _ ......... . .. McGI nn EXTERIOR FINISH NOTES: ROOF-CCA RED CEDAR SHINGLES 5"EXPOSURE TO MATCH EXISTING PROFILE AND STAINED TO MATCH EXISTING SHINGLES OVER ICE AND WATER.LEAD COATED COPPER©Qt a VALLEYS SIDING-CEDAR SHINGLED WALLS 18"RED CEDAR MR 5"EXPOSURE OVER%"INSULATED SHEATHING. OWNER TO SELECT ANY FINISH FOR HOUSE UNDER SEP.,,RATE CONTRACT FASCIA,FRIEZE,RAKE,DETTILS,COLUMNS,AND ALL OTHER TRIM VERSATEX OR AND TO MATCH ALL EXISTING PROFILES. RAKE VERSATEX BOARDS,SOFFIT BEAD BOARD 2-1/2"ON CENTER TO MATCH EXISTING PROFILES. WINDOWS AND DOORS-ANDERSEN STORMWATCH A SERIES,COASTAL HARDWARE,LOW E IMPACT RESISTANT GLASS,WHITE EXTERIOR FINISH,PREFINISHED WHITE INTERIOR,CONTEMPORARY FOLDING WHITE HANDLE FOR CASEMENTS,MATCH EXISTING WHITE SWING DOORS AND HARDWARE. , ALL WINDOWS WITH W+-PERMANENT GRILLS/FULL DIVIDED LIGHTS WITH SPACER BAR. CONVENTIOAL SCREENS TO MATCH EXISTING AT ALL WINDOWS.ALL HARDWARE,PROFILES,AND UNITS TO MATCH EXISTING. ALL DOORS AND WINDOWS TO HAVE PANS. ...................__.._._._:...__. _,. .-m...__,_._-.,...,_F_. FRAME. CELLAR UTILITY UNITS TO HAVE INSULATED GLASS AND PVC TO BE REVIEWED WITH OWNER BEFORE ORDERING _....._ m,_ ,..._-._..____w_� -}-. �,____-„�__".__�_•__-.__M,,._,_;_._.._�.--e_._,._..............n-__.,___.."._..�.__.e... � ALL FINAL NEW AND EXISTING OPENINGS FRAMED FOR WINDOWS AND DOORS TO BE MEASURED -- ,ra. I.•-w, m.sa—.n..,,_._._..._•..,_+_.+..- ,..r.n,env+.,�,+..n..,,..-.....,-.-_....,,.....-v,,.»...,,._...-.•....._..,...-s....-�.+...,,o—.+....._v..«.... _.r....,..........,-.,,.n—,,.,__....,._._.........-_,...,.u._,--.„,w.«,.»...n..v,_a..,+..—n.r,....,.,-.,.wm„n..._na.....,,,.wn..wr...«.».n,.mr...,.w«...._...m,..m».+.r_.......,_.«v�.,....mm.....,ro w.« ..�,,._+..,-+.+_n.-n.„e-_-,..:.,...n_..m..n-,..—......,.._...,..,...,_w_..,-..,.«v,.i....,m.-....,.vw.,...,,_,....v-,.•.,.,.,—,._m-,_..+m.+_,.e.+•.w...,.._r,,...•v......_r.w.,.n.+_...+..—....+_mw+rem•,.. ,,.__.,•.,_,.,._..,.....,....,,.,,.-„-.. �- .�-_..........-.._-.._-.•_-...-•_- --«-._-_,..____•.__._...,.._.—,...,_.-_.v.._..__ ......._... r..._... � ORE ORDERING ... .. ..........._.__-.._-._._.__._ ANY NITS , WINDOW AND DOOR TRIM INTEX SURROUND 5 4 4 WITH HIDDEN NAILING,AND ALL TO HAVE v._ HISTORIC - " C WINDOW H vV - ......_„w._..._,.........,,-,_..._._.�.._-.,._..-_.,._,.,..m,__m.,,n_,._..,_..m..,._ -...-,..___,,._......_.._.: _ - EADS 7 TALL WITH F ON X 3 HEIGHT, f ._._.__:_.".-....:...-......",..e..,,,.,...__.......� AND SILLS 2 PROJECTI . ------------- ___—_._ --•---_ ___-__,.,...-. —_ --- --.-._,_...�m...__., m__•�___- �' „ _ .-_.,..�......�_,..._......,..n.._..,..w_..w.................._._...�.�.__........m........_..�m...._....___....,.._._�_�,._.;-.�:`_.�"-::m '-:�r'�:.�:..,_,:m,_.:�.:.,:.n� �`:.n__.,...w....,�..._.,,.._..m..w,mM.�..,-.-,_,.....-...r,._,._......mm,...._._._.�.__.,_- _ - MATCH EXISTING.ALL VERSATEX OR- ______ f' ......_.....r,___._ _._....___......_M.__....w.............�..,...,..,.._.�....�.d.n..a_.,.,..,.,.,...,,_.�,.,�....:,,m....w..a..—.w.,,-.....�„�..,..w.„.Aawa,>,M.,.w..,.M•,.,:...,:X.,..:,,..<n,,.,,.�,.,....,.�,.,,�,,,,,..n,,.,:,,.,.,,,,,.—,..,,..........,_.,....m...�m.T_...._,...,.,,._..._......,.............._._........m. _._,».__ ' 1 n,., ,.,...,....,... _....,__..__ __.-.,...,. .�.............. ..._.Wn........ ._.._....._..... .-...__.,.. ALL SHUTTERS TO BE OPERATING AN- -�._ ...., ,.,..._.,.,. ...... . , _ �__,.,-,_, ___.__._._.m _. ._, __._ _ .,___. _ D ALL HARDWARE TO MATCH EXISTING. ```` - _ .., _."..,._ ,.,.._. _......._. _..._ ALL BRICK TERRACES STOOP AND �'- � �- - --. __..____-____ . ._ .. . __�._. .. ... .__._.-.,._.__...._.__.__._. , 4t.,.� ,, .,, .. �.,..,. :,._... .�_.,.,._. ,..., ,.._.. ... . .. ... - S, STEPS TO MATCH EXISTING.REVIEW t, WITH OWNER 1 3 _ ,,� GUTTERS AND ROUND LEADERS ROUND 5"GUTTER ? r ._.,-..._____...._.. _.............._..,__.__.-__-..._......,.. ...",.w.-.,..,... ...:. .,.. .._,._,. ,,.,.,..,. ,v._,.. (LEAD OAT COPPER. „mow.,.,_..,:,.,, �_....�..._m.,a....._......n..,,,r„__a,e..._.n._._..,...,,.„:..,.,..n.....,....._._.,.,__ _ COATED?) , Odtfl 6 tits 5; Lu McGLYNN INTERIOR FINISH NOTES: �- ---- - LooRING ---" ` -�- D PEGS STAINED AND FINISHED TO MATCH EXISTING �a _. WIDE PLANK FLOORING WITH WOO --- r WEAVE IN NEW FLOORING s -T - -- W K 7 WHERE NECESSARY,CONSULT OWNER ww. , - -_ -. _._m__. ...._ ._ . BATHS TO BE TILE,CONSULT OWNER. 1 � WALLS AND CEILINGS- r^^^-^^•^--^ 4 i x uxmsnrmcvaxuz>'_.c'_ _ f w e. ! j f � �# � � .# ; �- �-�- � ..-- '�; ALL SHEETROCK TO'/:"GWB,AND FINAL PRODUCT TO BE PAINTED CHAIR RAILS IN HALLS, '~- _ i, f ; ! I ! I P € i 6 $REAKFAST,AND BATHROOMS TO MATCH EXISTING HOUSE(SEE CONSTRUCTION DOCUMENT m ►� - DETAIL S). TRIM- e.- r. . _ r� y. -- t WINDSOR ONE BUILT UP TRIM THROUGH OUT TO MATCH EXISTING OLD PROFILES � lt� T t 11' DOORS ' — --- uLAT1 _----- oNt _ cti .......... BRUSHED CHROME BUTT HINGES L BUILT UP DOOR TRIM AND TOPS TO EXISTING.SEE CONSTRUCTION PANEL DOORS PAINTED WHITE W/ROUNDED DOCUMENTS OR DETAILS 'ro' HARDWARE TO BE SELECTED BY OWNER INCLUCING DOORSTOPS,TOWEL BARS,T61LET PAPER HOLDERS,HOOKS.CONTRACTOR TO INSTALL.PROVIDE ALLOWANCE.SEE CONSTRUCTION G :, M� to - FOR DETAILS AND LOCATIONS ... A ' .".�- DOCUMENTS AILS TION CABINETRY. NEW KITCHEN CABINETRY AND TWO BATH VANITIES TO BE FABRICATED AND INSTALLED.SEE DETAILS AND CONSULT OWNER FOR ALL SELECTIONS.CONTRACTOR TO INSTALL ALL CABIENTS. } STONE- KITCHEN AND BATH CABINETRY TOPS TO BE SELECTED BY OWNER,PURCHASED BY CONTRACTOR AND INSTALLED BY CONTRACTOR TILE- TO BE SELECTED BY OWNER,PURCHASED BY CONTRACTOR,AND INSTALLED BY CONTRACTOR.SEE INTERIOR DETAILS.ALL WALL TILE BE INSTALLED OVER CIMENTOUS BOARD.SEE CONSTRUCTION DOCUMENTS FOR DETAILS PANELED CEILINGS- .. . E BREAKFAST ROOM FLAT CEILING,AND BEDROOM SLOPED CEILINGS TO BE PANELED,AND WHITE PRIMED AND PAINTED WHITE.SEE DETAILS AND CONSULT OWNER SOUND INSULATION TO BE INSTALLED AT ALL INTERIOR WALLS,ALL PARTY FLOORS,AND All VOIDS ' WHERE SOUND MAY TRAVEL.FILL CAVITY WITH ROXUL PAINT TO BE REVIEWED WITH OWNER.ALL INTERIOR WALLS,CEILINGS AND TRIM IS TO BE PAINTED i - WITH BENJAMIN MOORE REGAL OR BETTER c EXTERIOR PAINT AND BRAND TO BE REVIEWED WITH OWNER � t 1W i S U T EZ and S U T E LANDSCAPE DESIGN ARCHITECTURE All McGLYNN RESIDENCE rrm4�po Y \ i 170 NASSAU PT. RD CUTCHOGUE N _ - ---- - -- - - 3 - 607b �O P. O. BOX 79 CUTCHOGUE NEW YORK 11935 ' � PHONE 516-971-1063 suterandsuter@Mail.com --- 71 mom ALL FO* G -ST ON Table 3.6 Ridge Contiftillon Requirements for Wind WALL SECT STRUCTIO PIS 10N f 1. _. - F_ 0 ' V 1C CON VIRGIN SOIL&BEAMIN.V-W BELOW FINISHEDGRADE; OTIN STORE WSclriPtive Design Limita 2) ALL CONSTRU CT[ON TO 03NFORM TO ALL-STATS&TOWN BUILDING CODES INCLUDING Thlife 3 P tI0n5 ExpOsure ,,(D4dLoadAss;tMt[ow:Roof AsSe CHANGES. :1-A ALL CONCRETE TO BE MIN.,.3,000 P.S.I.28 DAY STRENM�� �4 t. ENTT6P o0AO&W/RIbGEVMT OR RO&" Ub 215 Attribute 4) ALLFRAM, res ING LUMBERTO BE DOUG FIR#2 UNLESS NOTED OTHERWISE., 270 Ns Requb*edempadtyoffticfgeconnwUa"(ptqWA iMean RaRf-Polght(MRH) T 1.2 u ght(MrHi, RIDGING MAX IY-(r ON Cf. DO OLE 0LOORdOISTSUNDER PARALLIJLPMt6IONSAt4D BATHROOMS� 33, 169 205 _tA D SIDE 3 3.2a 77 105 135 204 32� ' 7) DOUBLtJACK STUDS UNDER H 102 226 103: 121 141 '43 1529 GYP Building Lempth a IZE(2) 0 UNLESS Numberall'Starle .. I ::J EADER OF ALL SPANS OVER 4P-0 MIN.HDh S nd Width NOTED. 1.2.3.2 ALL FRAMING NAILS TO'St:GALVANIM ItXOOSURt. . .: .:. - 3.12 32 S OVERRIDE SCALING.'-­� RELATIONSHIPS OVERRIDE DIMENSIONS, DIMENSION LU 26, 3.1.3.2a ALL BUILD UP GIRDERS TO BE GLUED&NAI UOUSLINGTAS*l"', Spacing 206 .243 281 363 452 $47 649 10) LED.-ALL LUMBER TO BE C014TIN 3,1.3.2b 231 273 316 409 Sea 61l; ENTER 1 _736 24"o.c. 11) ALL BUILT UP FLITCH SENA$'TO HAVE W DIA.BOLTS 16'ON CENTER ON BOTTOM&24-ON C g52 vers-S 12 65 .77 136 1190 # 163 Om MIN.3*X3%lW STEEL BEARING PLATE AT -m UPPOrtingloodbearingwalls' d 3.1.3.2c as 299 231 ON.T0PALLTOBE2*FR0MED EACH 87 102 26' Wails 3.1.3.2d 2.1d 224.,. fd-W-B Floe r ertical Floor offset i2)"UTILrIYAREA OF FURNACE AND ATTACHED GARAGEPTO BE FINIS WITH 5/0'FIRE PROOFG 4:12" R rnsm Floor Diaphragm 8M2,tt natio O CODE, Diaph -Dwn';A FRVSHAI­*VEWANlJ GLASS 006RS PER 2003 ENERGY 43) FIRE PLACE TO BE SUPPLIE S2 Ik IOS 230 264 938 70 457 V a 617 J 12"THICK 01�p 419 596 694 70 60 'SOFFMWICONT.VENTIN, �:;-..WALL SYSTEMS 109 132 15 OISTS PER CODE AT HEARTH WITH REQ -504 Lesser of 51 ori3i 204. 235 301 44S 6 E PROOF-HEARTH TO BE INST 1z Floor Diaphragm openings CONSERVATION CODES AND FIR ALLED PER CODE (FRAME FLOOR UIRED SETBACK).-FIREPLACE F007ING TO bE ':AND EXTEND W BEYO W 69 11111; 6 302 zu!) 118 242 �r 27A 337 2 Wall Studs Loadhearin 176 203 ""',2� Non-loadbearing Wall Height NP FIREPLACE POUR.- WELDED IRE MESH 2*FROM.BOTTOMTO BE'NTHE­ .�-- gWal He ht FoOTING. '... r 3.1 3.1.3.3c 416 485 674- YCO l" 207 '=JIM -FOOTING. LALL 0STALL BEFORE WINDOWS shear Wall story orisee 545 7S8 TYVEK 265 329 468 r"i"em= ON 167.24TIFf RETE 12 48 55 rell"arr; ------ Tr 8%16!'C.ONCRETE PIERS .1-5hear wall segment Aspect Ratio Tab 14,3.j1d 16 63 lelt 227 mas lot 23- 230 :-'ROOF-SYSTEMS- AT IV ON CENTERWI�W BATT INSULATION as , OSB OR COX 2411 ELOW GRACE- ALL DECK FRAM PRESSURE TREATED LUMBER. , :-D9NOTES MIM - CONCRETE BLOCK V-W.14) 04 POSt OJ4 478 X16 ING-TO BE.4 C.C-A WallStuc!SRacl 2 A 11-4 -ShearWalls 32 lag "ArDUL LALLYCOLUMN ON 24 a4*X12v THICK POURED CONCRETE, .159 184 236' 292 -DENOTES 3 352 LUMN TO BE FILLED WITH POURED CONCRETIt. shear wait une orrsee 39 -:' :FOOTING. (tee 17) BASEMENT SLAB TO BE 4?'POURSD CONCREM 2x4ATIr ONl CENTER W13 W BAIT INSULATION- tan, r7=18)-CRA zontal Projettl 10 -W.GYP.ED. Lumber WL SPACE SLAB TO HE 2"POURED CONCf;ETE Rafters RafterSeacing 3.1.3.4b 76*616 STEEL MES14 REINFORCING Ok., - 82 227 148 215: 265 319 376 435 7*4r' 19) GARAG : 1 .4 E SLAII TO BE 4�POURED CONCRETE WITH 269 80 141 ice Iso, 242" 299 301 858 S64 wo CL ComPACTEUSAND&MVEL- PITCH SU Lesserof2l U310 DOOR MIN.% PER TOO. ;Z purlin sporp/2 9.1.3.4c 7.1C V4 20) FURNACEAREATO HAVE FRESH AIR VENT-AND FIREPROOF FLOORTP COPE.':. Rake Overhang Lenlqh�- Lester of 21 175 211 1W% 7 82 204 233 li Flat 3.13Ad .65 =15 a 9 241 FIRE STOP BLOCKING'IN ALL-LOAD BEARING WALLS. 21) INSTALL mowa' Roof btes 3.2111 A and 3.16 �::, . ... 1:WITH I HOUR RATIN 28 'GYPSUM 0 492 YPE% , Raofvlaphragm Aspect Rat Ta k1 C 3.1.3,4e Wa FIRSSTOP PREFAB,FLUE SHAFT 0 USE Sir o CODE. MAX.V.W ON CENTER ;0A OARD. 9 DoOR'TO is* 141 '164 204; .23) :SEPARATE HOUS -TO COOt 40 MIN.RATED WA4 DC1OR;'kJAM . 'see exceptions., ��08 E AND ATTACHED GARAGE 466 $52 I HED FLOOR 250 299 3si 407 �OIST BE SELF CLOSING.%-: .;N9VWT& .&UBFLOORQPPANDSCREWEDTO les 2291 281 1 936' 632 I .. . . . I I. ..... . ns ar�limited to 20 it, I TabulOtcd cwnictft T04ulrements$hall be permItted to be MURIP by UJO f"ftmins not located vAthin a come SWIMMING POOL IS IN ed CLUdED IN THE pRoIECT,rr MUST erz ENCLOSED WITH AV.HIGH FENCE AIR PACE Fortoof snow loads,tabulated spa 395 45S 2 1*0blattd ccmntdl4ft 1`14*0nienU erc based an total Will nlhlq�tha 10dossembly dead load ofG pst(osx" SELF-LATCHING GATES,TO NYS CODE. PSI*6 t4q. RE 0 AMMENt C NTENf REACHES E001LIBRIUM I. . TAW connection"Iremlls;ore band on a .26).NOTE:ALL LUMBER TO BE INSTALLEDAFTtR MOISTU .1 :1 , I . . , ... .. . I ibe 6buleted values bythe mppropft#multypiterboloW. 'ETC-- 0 . 1 : . . .. _ 1. . CONDITIONS EI.GIRDERS,FL JOIST,TRIM, -(CATHEDRA0&ALL'- :-" INSTALL GALV.RAFTER TIE DOWNS TO TOPPLATES'IN ALLFuLL kn CLGS, it; Loo 4 - Forlack Miter Uplift connectlonS,tao a Mot RAFTERS AT SEASHORF_(SEE HIGH WIND NOTES) SpaA equal to WN thajack rafter lenmh.114 ack rafter lengh Iftcludes tha��ang Y COVER SkEATHIING.. U LDING FELT(OR TYVEI(OR EQ.)TO COMPLEM ONE= ECS.'FOR SITE -M AIL:10.28) IFWOODII BEAMS,MICROLAMS OR EQUAL ARE USED,FOLLOWALL MANUO io' -3 kA r n V.-a 41i­ 519 31 Im STORAGE, NSTALLATION,-DRILUNG,BLOCKING.&LOADING. .0 MMODS.':'- T LC F'ANS'OR" SA - NM m THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTIO a TH WBO , LOCATED PERTASM 013W 38 285 48 ..SILL 6EAt.UNDER ToRivirm 'M 'ES IN THE PLANS MUST BE APPROVED BYTHEARCHtrECT R E '2X6TRIEATED SILL.30) ANYSTRUCTURALCHANG -QIzI21-: Table I ApItTinblIlty Limitations SHMM -LEFORTHEE ARCHITECT IS NOTRESPONSIS NTIREPROJECT. NSTHATARE NOT INCLUDED IN T- HeIPLANS'.-ANY 13P -THE ARCHITECT ASSUMES NO SITE CONDITIO FINAL GRADE FORMATIONS,BEDROCK UNDr =RGROUND STREAMS,ETC.MUSTBE SITE INSPECTED 13YA LOCAL, Lu I e-s RESPONSIBIL17YOF THE RCHITECT- , EN ANGESTHAT 'ENGINEER&ANY mudirum.m OCCUkTHATCHAN ETHE`PLANSARENOTTH is almh ATES-CODE ''2� COPYRIGHTED:ARCHffECTUR4 WORKS COPYR16HTPROTECTION.'ACTIPER UNITED ST ET' s- , , W fHelght(MR14) BT 1 1.2 -4"P.C.SLAB" - " '-: '- ,-' Mean THIS SETOPPLANS,IN ' ' . . . V, ALLARCHrrErTuRAL WORK CREATEDAFTERDECEMBER 1,1990,INCLUDING .1., _ , . .. I I ... . .1 ". . :,:rP.C,SLAB A TERMS OF OVERALL TCAAWLSPACE ARRANGEMENT AND COMPOSITION OFSPE6S AND FORMASWELLASTHE W.WO FOUNDATION WALL Building Urgth and Width Wd srl�ft 11i of 151"ll 1111= InDUPH time ECEMENTS IN THE DESIG 19,FOR A PERIOD OF 76 YEAks: 24 280 ON EXTERIOR IDMPROOE114G 408 ,Jr Sol V I-PIT CLIMATIC AND GEOGRAPHIC;USIGN CRITER .: �'CLFAN SAND'O Ai CL ACKFILL so as MINIMUM sun Will DESIGN Frostilng is Syr peetv I Topographlo I Special wind Wind-born Termite. CATEG Emp- nEouiRED11 'Oiirnia Construction Manual IMENT' I . WIND DESIGN SEI JECT TO DAMAGE FROM RIER. 24 EMBEDMENT* IROUND 'TLR _CE UA ('fWolo SNOW INDEV .-TEMPI deptlik '0 -Nmily Dwellln§s fl . Floor Droll Load . . r 77, '-�ONVIAGINSOIL&M : fd` ne-c�nc!Two' debris Zan ony�. eheFOOTING WAMY aL . . LOAD dM .51 1t�ELOW GRADE -25 PSI I y y FO Typical 13P Rb*W IES WMiTABLE R403.1 FIG.R403.1 Roof/CtllhgAssembly Load 0 : 01 COMPL _Dead Roof 110 Load 20 Dsf Installed CONFIRM'DRAINAGS*6F."S O'U­11F`IkA0EQUATE,­: vith a MudslIT TAB 301.2.1. - 0-70 psf I 10.10 pif INSTALL CONTINUOUS FOOTING DRAIN TILE TO GrourciSnowlaad Table 3.0 IND SPEED CONVERSIONSK action Requirements Rafter/co"Ing Joist Reel Joint Conn 190 ......JJQ:Lg�mph%vind speed -:10 psO ec u VAnd Usi (700 150. 160 200 I , '170 180, 140 "STORM DRAIN.,-: (Diled Load Asswilptions:Roof Astembly DL jog s and E st) Of , , .... - at, ZI Gra SnowlLoad Dposurt 8,C,atid b Roof Uvo to= -93 101 116 . :._124 �32 139 147 89 ly I infle, 0.447 We. !V211.1 I., 70esf per hour Roof$pan in) seismic Design category(snc� olatl6ri U'p -12 24 it 24 1 99 1 12 .24 36 Rafte socA,o,c,De,Di,and D2 CICNICRETE COMPRES.SIVESTRE=H,I _vm�Ea,-.j 7­ Required Capacity of meet JaIrst connattloiI Table 3.40 Shear Walls Resisting Uplift and Shear& 2300 Exposure B 12 360 1 3 a 0 PSI -:'BASE ARAGt -PSI (I)ftalptiveAlternative to 718%3.4) 69f41Vffi' L' ' -0 16 480 960 1440 53D 1059 1589 .776 SLABS -SLAB 3.'500 3552 2328 1022 2045 3067 2794 1227 2454 3681 ------ $76. 2152 1728 06 1271 1907 931 -1862 U64 2328 3492 1534 3067 4601 Table 3.3 .6111 Plate to Foundatil Ion She 700-yr.rAnd speed&-sam J g2!!Lmph) 210 1,215 1120 1190 1140 195 '24.- .72a 1440 2160 794 .1589 2393 on Cosine or Load for 437 873 1310 1725 3.3AS 8/8"Artchor Bolts-Foundation Sill plate c "Rection im so wood strudurat Panel Sh Top acittorn of 1 .12 27o S4G 810 298. $96 994 575 1150 GSL 70 no 1080 397 794 1192 582 264 1746 767% 1534 2300 (Dead Load ASSUMPM 0.2 432 g(;4 n9s 477 1430 1397 2095 92D. 1840 7760, Requirelimerits RequTiaments .953 .1rablo 3.1-' NU111111119 PCh selsmic(cont.) Panel 60111no mbprof Numberof ASL Mwm �m Roof 2619 1150 2300 34Sl Comm 24 192 1787 973 1746 Box Nags rnatIvOtiliTable3.3) sfwan-ii0pit. It6sIstingShear Lood6from Seismic(prescriptive )ns:�Coi/CeJllng 15 pst Floor 12 psf,Partition 8 P* Nall - 01 S ea wal S Ground Snow Load 70 ps'r,Lateral force resisting system:Wood structural pan h r I . ..... ------ 411 115 0 of 22 216 432 648 238. Sheathing shearwall Raws 349 698 12048 460 1. 920 1 138 ns,.R6of/celungwj;ipSfFloor-12PsfFartittoti.-SPsfWal)-illOpif, 636 953 466 931 3397 619 1227 1840 Raftar to Top plate(To"alled) 5:22 MCA SDC9 sacc 4 J1- SDCA Svc 0 socc L/W t/W Isai Tobl 346 691 lo37 Bill 763 1144 559 1117 1676 736 2472 220S Gr6LMd Sn6wtbbd 50 pSf.Lateral fbrob resisting systerm Wood structural panel shear walls)ROOF FRAMING Not (see Table 3.4A) (sesTableBAN'. perrafter Big a BAA) -',.Ferjclst Mlnlmum Top plate fro"nued) Zo or, -(see TaBla3_9A) each lisp rd common 14, $64 1196 477 953 1430 693 1397 2095 970 1840 2760 calbs joist ii,poraiiet Rafter vace-voiled) uIlding -1 .. . , '24 432 enthlop 11w Foundation B I/W L/W L/W 36 2 24 $A) lZ 154 309 463 A70 340 511 249 499 �4 5 Numbs 28 iO. -1 -Jueld Mang Foundatloh SIR Plate Connection She"i ton piffA 36 0,1(rd . :. , I . I .: I I . I - as 3 665 993 438 976 1315 cottarytoio Rafter(Face-notled) 4 16 206. An 617 227 454 681 33 .817 399 798 1197 526 1052 1577 2.td 0 247 494 741L 2-)2 S4S I "1 -12 13 18 23 1.5 2 2.S 3 2 25 3 vipacingen 617 926 340 601 1021 499 ODA 1497 VIS 3972 On having 36 i�' each end:: - I as 96 ad 24 305 657 69 83 98 -nalled) r eoabIe3.9A),'!' 3 .1 1.5 z 2.s supporting olmonstanw CrIMpUjobtLopsovs partitions(Face-nalled) I LS 25' with species of 12 d ooatle3. 2.5 3 1 1.5 T -i edge saitt Reg eath and- 00 rim Board to Rafter(End 1 2 28 33 6 36 45 55 65 39 54 5 $97 194 3 7/16"OsD or 12 120 240 360 ed Co 4 36 32., �4 12 WALL fRAMING t­ i, : .. . .Roar 16 12 is 160 220 177 3S3 $30 259 S27 776 341 682 is 2i 27 33 35) 9 41 S2 64- 75 44 62 -79 6 now 1022 -2--dT .114 islar olywopd 480 PU 931 409 918 1227 Top nts-each side.'. 7 4 Nona 0 6"pont! 34 4�. edge spacing and as 1'36 36 36 28 20- -16 12 265 530 -794 388 776 1164 Ell 1022 IS34 32 2 2. 2. 2 tit).3 42. .720 as 46 'S 24 29.2 -nZ a" $70 212 424 636 -310 621 72 85 so, with species of pulled) 16 Plate to Top Plate(Face 446 96 as 3s or 2i 26' J Top Plates at Intm 24!a �'-19 26 z-16d 4-led - . . . .. 0 51' 66 - 24 240 480 led molonge g" 437 192 383 12 so ISO 270 4 as" a -netted). plies huyl a . Stud to Stud 04M 6d d .2 2 -. ' -' _: - " __ , z 36 as as 36 as. 32 99 299 298 146 291 575 dj ­: . . P _ _ 2 �4 1A%� 'a S* Header to mender(FamnitIle GiD.49 3 36 36 36 36 36 -82.. 12 2 32 318 477 233 466 698 307 613 920 19.2 144 280 432 159 36 24 34 45 96-1 70 r, at 12 22 29 24 37 45 53 2 S7 72 87 102 62 as log .132 1sS 1- I Ito 360 S40 199 397 596 291 $92 873 i83 767 1150 36 24, 25/22"oso Common 14 or 20 12 2 1 1 2 22 32 41 5 3 61 So 99 65 93 121 1495: is 120 240 360 .2 5 397 194 582 256 311 767 top pr Bottom Plate to stud tend-ndl OM �7,able (seerab '35A).- 04 stud 49' 46 67 87 101 131 led, Ito m,Plate to"der Ioht�sandloul,Endlolst 1 9 . . . . - . . .; ., - ::�', .,.." 36 96 36 as 33 43 52 6i 1 Hee joint oonflectlarks are not MquIred when the ridga IS supported by a loadbearing wall,header,or rldge beam clsillined to 24 65 83 101 118 71 -98 - .125 152 -20.. 2 Floom 38 48 59 69 2 73 3;i :114.-1135 .79 4. 36 1 96 96 86 36 Be . 2 When Intermediate support oraladdra(Foo"alled) 6 36 1 36 36 SG 36 24 .20 '16 12 7 species of Pites ediespadt ! I. . .1 2 2 Roofcelting, having G".�o 12" 92. '24 puslins to a loodbearing wall,ft tabulated beet Joint FLOOR FRAMING 77ib *7 3 -716 .'7ii27- allad) 4-8d 42 54 65 '70 a'!:* iO4, .--22? 1 a 36 9 36 96 36.1 arL -as 3 51 87 L.70:;,A93 '-228 -4. parlelst 20d 2 3 4 47 4 5 e ofthe 6fterls provided byvertical strutsor 2 As 59 -2 d .2 2 2 159%0 , : , each end connection requirements;shall be permitted to be reduced proportlonally tothe mducOon In Spun. 2 IS:.-'241 fdgtng to joist(Toe-nalled) 73 3 virlonifio 2-1od -ea en a. - __ ,. ­ ­ . _ _ .242. StaAWCIANSISpedulD pro riondandsvistreempims)forptoperclasi, rquivatent4connectiorks am required for celling folstio CtIlInglofst top Splices. 2;ad 3 5 rat panels used to resist combined sbearand upliftfinorn wMd. Blot Asto 0-flillad) 4 Ify- 77 syr-,.n�5 7��.f: .1 32 79 104 147 190 234' ch d 2 2 2 2 2 2 2 salst(To -led- s Where framing his 9 specifte gr� 4' Tabulated beef joint coohedlon requirements do not Include the additional Weight of the ceiling assembly. 3 6d ...... 7 4 105 -207 arm eX b nts assume cellIng joists or rafter tic are located at the b 3 124 146 91 124 -1SG . 189 221 an requireme fter ties are located hiaher in the attle space,via atft storage Is assumed,and the tabulated heel joint 12 31 42 53 0 82 10 a Floom ottam ofthe ir�lt spacee. -16 ::'ez�hlolst - . - ;,-. -,"' I ,�. .. -23G 112 159 YhyofOA9vrgmst4rtebtd2tedmsylmummafspadshtowo itted to be "A�dger Strip to Beam ffdm�mllcd) 3.11 4 d 7 s Tabulated kel joint cannectl on Ledger 2' '20 255 :connection requilrementsthaii be rntre 27 .. I I When celtniolsts eta .'Perlollst ;.,mu�lpffedbyLoobutinnotmAoRthqccce despancrISS& :'..'p 3"tabulated Vaiuez for plywaW ammra plywood Wth a species of plies having a specIftcgre t� 49 t r. 1.16d '2 3 4 S -179 .',217 % s95 48 61 74 a 9 93 118 143 :169 102 141 sted by the follovAng factors' in -2 4 5 4 6 7 9 84 Rg 5 204: 133' 162 0"i - - 011ingHelshvTop, toe 54 6 --'6r Plynodvft other specle4niultiplythetabulated magmum roolspons byWo, Ral,CL A*. ood I Panels thalloVirtap tho top momberafthe doubletop Plate and bottom plate by 1%il and a 0 a. -TOP Plato L 3-16d erfoot djo-IsttoSlItor 'Plate-lo-Roolnrdge sDc D, .43 S9 76. 93 :rl 3 -:1214. IND - I . ;! '. -_ � .�: , W stfuctull Minimum 48: 1131. 225 .:..175:. 24, Id :342 oROOFSKEATH 24 2�4 3 'MW of faftemin;owl be placed from the panel edze. ct rs i0d (see Founds Table 3.10) tion Butl6l; 226' 137 9� AdjusimentFs a t1w -5. WOO SUMM ood strvictural Pityllah d , ral-Ponals sfall ovidap the top mombtr of the double top plan and bottom plta'by am" 138 178 2 113 have allsetthes sclrai.:� T, olosonall Board Sheathing 312 2.00 .2.8 fa rs shall be 3r apart with oInImum edgi distance of9w.Each row Shall N=berat Bolts S4 .12 1. 1 1 2 2 1 1 .2 2 2- 77 lt9 226 -.193 3 1 1A -For aupp. 100 110 i,,W or lIxal' _36 1 .2.5 3 2 2Z 2 2.5 so 71 9 219' 148 209 :.st0ordflis Dlmenslon,W 1 1.5 2 2Z S. I..l LS 270 3325 Stan# led lie 113 Lso 214 1 Air ofwIdei 2 2- .'3 3 CEWNGSWATHING Minimum SDC Do 5DCDS 2.2S SDCPt edge/lo"field 1/0 1.20 Rafter and/or C611111 LFW 9JOlstt*TOP PlatS Lateral and. ., 1.21 WALLSH ted abc;ve one-third of EATHING, s W .1 1.5 2 2 1 1.S *ortlng DImersion, foundation Building Sd coolers 7� .7 .11! - Table 3.4A E001 Requirements Shear confiectl6n, 2 2 sd 0 4 Lateral deftectten of the otter below the waiter ties may exceed 3/4 Inch when rafter Itles are loca Found fan Sill Plate Connection$hear Lon We. (see Table 3.1 .82 1. 3. .4 t W c[StructUrelPantIs 4r 3 5 , rthan 2 feet and may require additional consideration. 39 3 ..*:'3 53 72 criptive Alternative to Table 3A) te-to-iroat r1dia lielabl,R&or wl�en mc Is greirte ral Fiberboard Panels .163 92 127 161 92 112 13 6 90 114 138 rts ra%rhotited. 195 229 unct Dowdoododiprinled Puwantio license Agreement.No fop a 3 4 5 (Pres CopyrIgMCAm ofleanWoodCo 1 2 2 2 2 2 2 .2 " ll 185 22S 266' AMERICANWOODCOMM 12 1 1 2 GO 83 106 17.9 15 3 4 5 (o.l2o`1xl.3/rI*hg x 7110*head) 112 7 302 131 160 18.9 104 144 ;.'2 its �`.25S.j B03 16 163' '209 700a-yr.Wind Speed 110 1160 73 104 134 164 19 V edge of,Cellln& 20 66 93 120 147 17 115. 14.8 -.18: -215 1 gnall 31 24.' -166 203 241 3-second 11 f Ph' 0_1 .140 .150 .1 9 a 59 92 a i 7 5 7 9 .......... wall 199, IS4 201 246 152 218 283 3485(see Table 3.11) �, :- ;: .:. , , . , !. . ..:. . ...... I ... : lingJaId ypwmWellboard 32 87 125 262 Numberefed common Nallsor 10d Box ' I ," �. .. , I 'IddoWil I . �., 1., � I .." . . , . .­ . ­� .28': .'80 114 148 .192 2 '183 22� o.i2o"jd_3/4oioogx31s'headr I - 1. .&I Floor 9 128 128 29 'Ho. 142 Fligure 3..13,a Coftl6r Stad oEd coolers 7 36 94 135 176 190 F 1671 218 ed 4 a 6 9 12 Holed Detail'& 3 .6;tUdS With a241s 165 236 307 age Required In Each Rafter and/or Cellingiout toTap�piate cc nection'"A 2 2, . 2 3 2 2 2 3 2 3 a n 4 Spacing 12 ..Is 2 2 17 ,5 143 82 220 258 149 202 256. $10 63 .1 85 116 147 1 2 OB 2: 5 3 4 6 6 (ft Blocking Board Sheathloe 168 294 246 1 12 26 96 132 08 253 .298 167 230 293 357 420 R"I,celtIng .106 ­148 '183 164', 211 259 B !204 292 326':';379 3 -10 . . ,::., ."I., . I ,I , -'2 2 3 3- .3 3.- ":.. :,:. 3 3 Don, 2 VAO"orwIder '.;, - Vw or llor callingi ­12 20 2.10 Pdrsuoport. F? 231 27 2 2 235 287 d d -t,%',.Per Roar iil Vaw i77.1. 10 1 .2 support 5 8 7 la 13 & 265 369; -.452 534' FLOORSHEATHiNG '233 .286 3 224' 289 354,�-�,401 ,24 315 4C17 8 .1 2 ..2 2 3 . 3 3 .3 'S -3 3 4 99 565- . - .. 3 .'2 3 �6 n 9 12 lJ__17P "- - .! so' 10 i, 1 2 iiiTtiumt panels 244 $16 38s 243 344 445 j4"7­ can OP Wo 2 BIDDIC11Yj at 24 ad Amer! Wood Counct 6ownloadod1priniod pursuarAta Ucar.wAgmemont.No 3 77 od 60 edge 12"field r ,, I r cir leis 36 150 213 2 186 264 9 '16 43 378' 262 a/12 fie d AIMlCMw00DcW1L 373 484 539 4 5 24 313 967 213 289 865 441. S17 10 :3 253 296 151 205 259 d" 6 edg A 12 122 266 2og . I:.!� : 5 ; .- 3 S 6 297 360 424 240 329 418 S0 97 0xiWorwider Pr support :262 335 408 .481 266 369:. '211 270 2-ed 291 342 170 233 scriptive limb am based on assumptions in Table 3A, foganal Board Sheathing �er Support 16 137 188 240 .152 1 pro .929 308 4i2 8 I edse.Alternative nailing sch 6 967 -434 208 758' sum afthe toenahin the raftere"nd giolst shall equal or eice-ed Roof,citting 2 When ceiling joists are Installed parallel to rafters,the '234 1538 2_93 '409'11 $03 569 37 For example,lfwall sheathing It noled 3 Inches an A06 459 346 so 76 -487 oiddown XG See fcotnotes 1-5" when wall shealfilng 246d Common- ifsedt�malntatn.the lead P10. 214 �sge- 373 S30 6H 7 be used where wait sheathing 118ITIng is reduced 92 . :1 '- top plate or 3 toenails In each zt�eWhen fastened to a ' top plate. .................doubled,or aft6mato clonne rishall be'. 198 280 362 4445 246 347 449 489 633 ed In' ich slde ci olst mi6n fastene to a 2x4 aI.. ell '14 nolnmg*uIrements for structural members shill be i itthapanel edge to 1 3 Floors 24, i 301 373" 45i ailed 6 Inches on-,cent;r a;tb'e Pont edules;$;Oil Nall(ns requlrem I an wall 7, 227 ::319 -.4' 319 446`*'t the tabulated number of nails reqtfied. b 776S 3 To avoid splitting,he more than 2 iDbnalls shall be install d 2 h*Shotl be'liermitted to he reduce to cantlatiotdover eoi.ine�ed me fall nails at ull 0.0" 4 Where top plate-to-ridge helghti skeeed lo',fty shall he adItisted as VYUVU AMERICAr4WOODCOUNCIL Copyright Amedcart Wood Council.Downioafiedipqnted pursuant to License Agreornent,No reproduction or tnm8re AMERICAN WOOD CW101L Wall Height .... .. .......Nov.- orn s or Ywd OP plate to Rldg6 Anjunniont Factor connected to Height(ft) PLIA COM -W.F.C. --WOOD.-F U1 ION MANUAILZO)OWITIOM USING -PRESCRIPTIVE.DESIGN,M 3.2A & '3.2B C� 120'RAME"CONST ETH.OD 44 -DIAMETER "J",BOLT.PER* TABLE -t PLATE TO FIRST FLOOR WALL 'N.YS L C E .0 " " bSE -Y -STRAPS:. - RESIDENTIA 'INTO FOUNDATION 1A11TH"%"-kT X a B.P. PLATE OVER SILL- PLATE SPACING 4 X 20 GAGE 'EAbH' ST STUDS, WALLSTUDS AND TOP. .:. , STUDS,-.1 -�LOORWALJ�STUDS..TO'2NU.FLOOR--Wi\LL QHAPTER 600.HOUSE RATIO LESS T HANA-1 STRUCTURAL SHEATHINO S A S ac'n V 2' 4� 3 S4>, F4 V ertil Fl.' F our Din toor DI, EFphi F Ra ofteS R Ile,I dn r,7 MRR ovehng to o.fsl. R -ON C. TE�� ROOF P1 ATTIC AT IV EN 'O' NQ.TEQ' T.O'BE'FULL HGT. SECURE TO.TOPF'U.tE.. 1r) OVERRIDGEAT U�CH RAFTER OR 2X4 COLLAR TIE IN -1,PLATE TO ROOF RAFrERt AN E.V CA dNo"AWYOR 'STATE RESID,EN.-Ti ASPHALT q5' 'GLASS OK 'ROO 0 1 M�x 42'1. MIN' tLES F q�2.6 MINJI FASTENERS PER OLLOW WAILING :SCHtCULL.' LE(ICE '8141ELD. REQUIRED- Z 07-,0 F3 L r. 'To 17::, -:-- :.. - .' - '- --. -- , - ': , ...SHING BLDG. FEL INSTALL PEk R9D5 'POR 1"T..'247- ABOVE'STAfft'OF INTERIOR.W/0, 110 ATF_ 7ATER ANQ $01TER"' 0DIF-TA13L _f?JW QO-W-S-TQ-Ml�-ET-D,PI.RnNr:;'OFMIN�40 E lb,301,� Y " I . . I . . .." . .. . .11 . . . .. . : . ' •.�'^�/ _ I \ . ' ,_--,..- . _................. 1 . 1 -- - - - ---- . . :t . VVIND-BORNE DEBRIS PkOTECTION FASTENING � `:�. , • . s --- 1.N1104.1 (R404.1)Lighting Equipment(Mandatory) 1. i ; • • { Not less than 90 percent of the permanently installed fighting factures shall contain only high-efficacy lamps. . „ . FOR. WOOD STRUCTURAL PANELS. � i �-_ . , -. . I For Max. :�3'-0" MEAN ROOF HGT. HOUSES I _-.. ---- _ ' • { ---i- - Updated Air Sealing Thermal Air Barrier: 2. 102.4.1.1 `! - A P•A• SPAN RATED 9$124 GRADE �1;32 STRUCTURAL - - ~- - - ----_- -- - J-`-`-�-= The component sou he building Installation envt?looebas le to the method of co struction 102.4.1.1.shall muired bytthe b�ui d ng offic al the an a proved thi dnufacturers inetn, tions and the . shall insp ct all -.__ . :r ! SHEATHING -OVERLAP QPEN11�iG Nl!!�!, �''TQ ALLd ' CONTINUOUS BEAD txiteria idicated in Table N1102.4.1.1,as apphca required P party Pe ( FOR FASTENER CONNECTION nN11v�`11bn1 G , components and verity compliance. OF SEALANT _f-fR1611'D 1I 5Vt p�-lorl \\ TABLE NI102.4.1.1(Rao2.4.1,1) CTIOA! AND 2X4 �Zor�rGtk �� .- . SUBSTRATE /HERE�REQ'D. ALL I%4ETAL PARTS r�7i1,> jdJ AIR BARRIER AND INSULATION INSTALLATIONa i TO'BE GAL'J. OR STAIhILESS STEEL, ALi. CONTINUOUS BEAD cti111 COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA N. - PANELS, SUBSTRUCTURES, AND FASTENERS ( OF SEALANT _ _ g A continuous air barrier shall be installed in the buildiri envelope. Air-permeable insulation shall not be used as a seating i - TO BE HUNG UN ER THE HOUSE. L P\ ' CONTINUOUS MINIMAL -_ =_ General requirements The exterior thermal envelope containsacontinuousair material. �'1 o1 s 0 � !� C�',• 7�t, iSr G4'� I EXPANDING FOAM AT _ barrier. ' WINDOW PERIMETER Breaks or joints in the air barrier shalt be sealed. , f t V The air barrier in any dropped ceiling or soffit shall be -%.� f`yU ! / CEILING GYPSUM BOARD aligned with the insulation and any gaps in the air barrier v pp g/ ' 4 ` " . /t R 5 s p� t t1F,Ti; UJ/ AS AIR BARRIER Ceiling/attic _ sealed The insulation a an aro dropped ceilin soffit shall be- R„ e I; L. n; aligned with the air barrier. 7 j� i)•1.�r)�U j�!f, i j:;; 1 • /� I D Access openings,drop down stairs or knee wall doors to • - -, . -" - unconditioned attic spaces shall be sealed. ; 1 I 5'G�<.;: 'I-i - . . Et�tL b�r�+1' ► CONTINUOUS 8EA I. j -IOF SEALANT Cavities within comers and headers of frame walls 1 R I • I ,i� : ` I CONTINUOUS BEAD The junction of the foundation and sill platy shall be sealed. shall be insulated by completely filling the cavity with �, tZL,r T" o n t I .• .__ l,1 r _ �I j OF SEUNT The junction of the top plate and the top of exterior walls a material having a thermal resistance of not less than R-3 per inch. 1 I ► . Walls , I i WiNDOW UNiTAS shall be sealed. Exterior thermal envelope insulation forframed walls i r 2L1 i 0 (91&9 i, . '. :, V11 . """--r ; h AIR BARRIER CONTINUOUS MINIMAL Knee walls shall be sealed. shall be installed in substantial contact and in continuous I - ' ! ' 'i ; i . alignment with the air barrier. I ,,��" - , r..... !� F +I i a EXPANDING FOAMAT I The space between framing and skylights and the jambs of - . :;�, ,., ....••:_--__ -F '; ► , (i ICI _ i CONTINUOUS MINIMAL ' WINDOW PERIMETER - - windows and doors,shall be sealed. Windows,skylights and doors I,'.t a- _� I ' i •I{ EXPANDING FOAM AT I Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. _ I - 3 `� . t , WINDOW PERIMETER Floor framing cavity insulation shall be installed to I ( P t j+ ' I CONTINUOUS BEAD I maintain permanent contact with the underside of - / I I ! Floors including cantilevered subfloor decking_Alternatively,floor framing cavity . - i OF SEALANT floors and floors above The air barrier shall be installed at arty exposed edge of insulation shall be in contact with the top side of 1 CONTINUOUS BEAD i insulation. sheathing or continuous insulation Installed on the j t (•�.„ j'=j� ^� _ r'� t f garages. underside of floor framnn and extending from the I C !. l% 77 G . _, 1 --.,I `�'I . ) OFADFIES!UE WINDOW UNITAS P P g g .- `-t5� �P • '` ' ` -� AIRBARRiER + members.the to of all erimeterfloorframin tip.. CONTINUOUS BEAD I j, ✓ _ _ t :k�• ' OF SEALANT i Exposed earth in unvented crawl spaces shall be covered Crawl space insulation,where provided instead of floor rL _- _ _ .__.. j4j t �oj -T .� r L„.. Crawl space walls -- _ ,.,.T " + v /I n t •�`I� r, 1 CONTINUOUS MINIMAL ! i with a Class t vapor retarder with overlapping joints taped. insulation,shalt be permanently attached to the wails. ;� r'- .. ' =(fJ tJL �i �d s-3 7� 7rY"� -•--- �'L 'IY tom' / + �. Shafts, netrations 241shafts,utilitypenetrations,andflueshaftsopeningto �. ! U l T f f t �--0 �-. , EXPANDING FOAM a - ,r 5 t,,; w , ,: i exterior or unconditioned space shall be sealed. I G✓1 iU>70G,)••' 01i ��; ^a -----=~~^~� - - . �---- t WINDOW PERIMETER I Batts to be installed in narrow cavities shall be cut to fit _TAG:iw _.. .. L g I ---_ ••••• 0-q F t,-Jk p�)i • W/z 01Z V t 0)' � 1• ; - or narrow cavities shall be filled with insulation that on I ' CONTINUOUS BEAD Narrow cavities installation readily conforms to the available cavity . iF__ t • . • G VFZ-_FR701 - . OF SEALANT I Air sealing shall be provided between the garage and 1 i 1. TABLE R3D1.2,1.2 "'' t Garage separation . I _.___ __ WiNDBORNE DEBRIS PROTECTION FASTENING � I CONTINUOUS BEAD I conditioned spaces. - ^(•i `. • ___ : _ " STRUCTURAL PANELS°•b•c,d , , CONTINUOUS BEAD OF ADHESIVE i Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal SCNI=DUCE FOR WOOD t��A�iT Recessed lighting f N "- It t^� i FASTENER SPACING(inches),, i ' -A OF SEALAN t CONTINUOUS BEAD ! I g g envelope shall be sealed to the finished surface. envelope shall be airtight and IC rated. �A .-_ y" .a I�i�` � � In exterior walls,batt insulation shall be cut neat to fit I - 1 !_.-1.-- +- ^ - FASTENER TYPE Panel 4 feet< 6 feet< 1 OF SEALANT ' _ neatly I M I span 5 panel span panel span I �\ CONTINUOUS SILL SEALER around wiring and plumbing or insulation that on j �'E -�-r�- •FULL WIDTH I OF MUDSiLL i lumbin and wiring installation,readily conforms to available space,shall `"• _'V 1JI:N`J?1`7• ?::._ `�}, I t�i:W: :.i:�1.`__y._ ,.;; ) 4 teat s s feet a seer ��/\��/\ 1 •'- . T - NO.$1v0od SCreW based �; `t extend behind piping and wiring. anchor with 2-inch embedment 16 10 $ , I `//\��,/\� --FOUNDATION WALLAS The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be —- . length I / / AIR BARRIER Shower/tub on exterior wall showers and tubs shall separate the wall from the shower orinsulated. _ < < . tub. '- i No, l0 wood screw based N c CONCRETE SLAB AS The air barrier shall be installed behind electrical and . 4_ anchorwjth 2-inch embedment 16 12 9 ��/r��j`��° AIR BARRIER t The box on )( t" �� �\ ° communication boxes.ARemativefy,air sealed boxes shall - -,.-•_ • . - .' u __ .-."""�I'�� ! � P, t,:i. T�t length \/ �/ \ d exterior walls be installed, I " I . • . . ' ' '/,a inch lag screw based anchor 16 ` 16 16 I I /�/ \ / CONTINUOUS BEAD , HVAC supply and return register boots that penetrate__ _ with 2-inch embedment leg th 1 HVAC register boots building thermal envelope shall be sealed to the subfloor, - °\, ` OF SEALANT ��L1 ! g I �j� a e ° ° \�J��� /\� wall covering or ceiling penetrated by the boot ' -;- -� --- For Sh I inch=25.4 nun,I foot=3D4.9 mm,1 pound=4A45 N. / C \/�\ / / _ Where required to be sealed,concealed fire sprinklers shall - .. \ \ - , y"�" ;,-- _ _____ - only b sealed in a manner that is recommended by the �/rT : -.�J -` _,-- a. s tablelts based on 1 0 ultimate wind c and a 33 /�� �� - foot n,eQ f r g '� \ \ /\ r u 0 447 m/s ' 7 ht S mph design d speeds,ds V a _.. ._..__.. v \ / e n too /ei ht ______-,__ _ 3)The building or dwelling unit shalt be tested and verified as having an air leakage rate not exceeding three air changes per hour.Testing shall be . . b,Fasteners shall be installed at opposing ends of the wood structural panel, . ` t conducted In accordance with RESNET/tCC 380,ASTM E779 or ASTM E1827 and reported at a Pressure' Fasteners shalt be located not less than I inch-from the edge of the panel. I • Z STAGGER FASTENERS P of 0.2 inch w.g.(50 Pascals).Testing shall be I `,t _ _ IN 2 ROWS performed at any time after creation of all penetrations of the building thermal envelope.- - c.,Anchors shall penetrate through the exterior wail covering with an '- -- ------ '� I 4 I embedment len;tlr of not less than 2 inches jute the building frame. WindOW Air Leakage / --"`'""""-`" �`"^.:: Fasteners shall be located not less than 2'/x inches from the edge of 5.5"MiN,FOR 2 X 8' 'DISTANCE SHALL BE PERMITTED TO i ... - -'" :^., concrete block or concrete, � 0 N1102A.3(R402A.3)Fenestration Air Leakage --1 ...... ^� C►.tA)C 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4,5"IF LAG SCREWS: g d,Panels attached to masonry or masoory/stucco shall be attached using....'''. ' '' ' 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS Windows,s It ht ;J,: ,i• -: ,..,'., ..'..:`. . vibration-resistant anchors having an ultimate withdrawal capacity of not ® REDUCED TO THAT OF LAG SCREWS! Sand sliding lass doors shall have an air infiltration rate of not greater than 0.3 cfm per square foot(1.5 Us/m2),and for swinging g g t . _ *L�: ,. '`` less than 1,500 pounds, I , doors not greater than 0.5 cfm per square foot(2.6 Us/m2),when tested in accordance with NFRC 400 or AAMAJWDMA/CSA 101A.S.2rA440 b an . :.....• . :. •, ___ -_. -- _-. - ----- 8 LEDGERS TO 2 X 8 by a manufacturer. Y - - --- .-� i+,`; r ,, -" ! i*'3 BAND JOIST X accredited,Independent laboratory and listed and labeled the .�,yti:, .. ., . _. _.._._.... a� l C7T . ._.... . i .G.r 7 t h ..... I S. 1 Exception:Site-built windows,s II h . �-.":+ :;: ;:::;::::. '• : : _ _z........._ _....,..... LEDGER LAG 5CR>;Vi!OR BOLT 3/4"MIN. kY_�-and doors t is a � i' 6f°!�31�R141r3TR ""�."� �, , ::'' .:' TABLE R507.2 l ; -v.." • '- \ DECK LEDGER CONNECTION TO BAND JOIST°b i 4,N1102A.5(R402.4.5)Recessed Lighting ' % (Deck live toad 40 psf,deck dead load=10 Psf,anew toads 40 S <<i: 1 inch=25.4 mm• j Recessed luminaires Installed i !� p to ed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.JOisr SPA" FIGURE R5D7.2.1 i 1 Recessed luminaires shall be IC-rated and labeled as having an air leaks a rate of not P ( ) t 9 9 greater than 2.0 cfm 0.944 Us when es __,.,.. W,� �, `w.Vic, -. • i CONNECTION DETAILS ! / , ' ( tested in Y `' ASTM E283 at a 1 accordance with ,••�,. :',�;Y: `('+`w,y',:::r- I 6 and less 61 to 8 B'1"}D ' " +I I , „ i PLACEMENT OF LAQ SORE pressure differential of 1.57 psi 75 Pa.Recessed luminaires WS AND BOLTS!N LEDGERS Interior wall or ceiling covering. ( ) shall be seated with a gasket or caulked between the housing and the Ym ?.'' 1FLFLBCT1VEf11"I B ' f -^` 1 ` `'.1_-:-*'``.. �'• r 10 1 to 72 721 to,4` 74'7"to16' 16'7"tg t8' 9 n confer spacing of fnstenora ( !. Nr�®1y� ' Ar' - .N ""'"-••,,, " ;� ;• I2-inch diameter lag screw with'1,-inch - a 5~ maxi sheathi d 30 I S.N1103.1.1 R4 y .; I ,,,,. 'I .' mum ng` 23 j$ ( 03.1.1)Programmable Thermostat r . 1S 13 11 10 i The thermostat controlling the rims fi I g P beating or cooling s primary g stem of the dwelling el m ni 9 Y a u t shall be ca able of c n p o trollin the he ating an , 1 d a cooling daily 9 s'' t schedule stem hedui on et g ,�, - ~�":'�'�•�' . . ' -'>- • /2 mch diameter bolt with maximum o mat^ :f, i; ,•,; 1 N maintain different temperature set points sheathi 3 P p is at different times of the day.This thermostat shall Include the capability g y ng' 36 36 4 29 t temporari rate the system p ty to set back or r ... . I.: 24 f IY o� Y m to maintain one ° ° i =''r P ,' • . , •• :,; '/2-inch diameter bolt with I-inch temperatures o not s an ter t _ (2s°c) t ING -- tern e a is= ° maximum - -ro Programmed Initially, - --- - - - - - - - . �:.z.. • �` manufacturer with _..- - -- ---- 2l j g �.. p to f lea than 55 F(13 C)to not Brea than 85°F .The thermostat shall be SHEATH 29 ! p g RY by ifte ttfact ter th a heating temperature setpolnt of not greater than 70°F 21°C and a coolingtern nature set otnt of not '':r sheathing 36 36 i ) 24 21 NOTE: SIDING ! less than 78°F(26°C). ( pe P ,, ! :• For SI: I inch- 1 g 16 I: THIS DETAIL iS APPLICABLE ! -•25.4 mm, I foot x 304,8 mm,I pound per square foot=0.0479 kPa. `� a_ Ledgers shah be flashed in accords WHERE FLOOR JOISTS• nce with Section R703.4 to prevent water from contacting the , I• JOISTS, ARE FLASHING FOR ' S.[NY]N1103.3.2(R403.3.2)Seating(Mandatory) - �,,, W..."..+1 b.Snow loud snail not be assumed to act concurrently p & house band joist, PARALLEL TO DECK JOISTS, WATER TIGHTNESS D .. ti,TM, a:E; 'I :': : . handlers and filter boxes she be seaie Joints d shall y ncumnt Ducts,air hen II i a seams s a comp with Section M1601.4.1. lye in Inc load. Exceptions: 9., +-r� ,- - ,Ca E'1t.i�It •••• •• -••••� c.The lip of the lug screw shall fully - t w extend beyond d,c inside face of the band joist DECKING ' �' d,Sheatfiin steall be wood structural panel orso solids •I• Air-impermeable spray foam products shall be permitted: ' r�. ?'•' a t,. r' «--~"- F 1 d sawn lumber. s �/ p to be applied without additional Joint seals. xz. x.r c (i(i�)(}•�itl() `-�_ j At�((,' e. Shcnthing shnit be permitted to be woad struciuni i anef, 2. For ducts having t P gypsum board,fiberboard,lamb a static . , ' t" ''' :s t t +-» shu11 be m I g pressure classification of less than 2'n t> w, f.- -• (}I ,I()I 1111.1 t t •,,,. 1 :-a ,/(j i} i on )x iltted to substitute for nn to'/,inch of 1 er or foam sheathing.t1p to t/,-inct thici, a { cries of water column(500 Pa,additional closures stem t 4t continuously welded joints and seams,and tockin ) Systems shall not he required for ` t fix.'.'`. ' I • 4 i a lowahie sheathing thickness Where combined with wood structural panel cr iumbersheathinked washers ; g-type joints ad seams of other than the snap-lock and button-lock types.;. : .I . ' .'0.RY Iliir �,�' S ; � APPROVED JOIST HANGERS . °� + ! i 2"MIN. 7.N1103.3.2.1(R403.3.2.1)Seated Air Handler 2X LEDGER WITH FASTENERS - Air handlers shall have a manufacturer's designation for an air leakage of not greater than 2 percent of the design airflow rat h "4: "' "" 1 IN ACCORDANCE h u s `.t ' , E WITH TABLE R507.2 ASHRAE 193. 9 e when tested to accordance with ., . . . • `'I HOLD-DOWN DEVICE MIN 750 LB.CAPACITY 8.N1103.3.3 R403.3.3 Duct Testing. %,} ' � STROKE -,y FLOOR JOISTS t ) g(Mandatory) " ' " `- AT 4 LOCATIONS,Th®cotesliaatcl8on tyre " : '-` :t:. s.: �,�^'� ' NS,EVENLY DISTRIBUTED Ducts shall be pressure tested to determine air leakage b one of the followi �' " ALONG DECKAND ONE WITHIN 24 OF EACH I 9 Y n9 methods: desl�rtatlote'tslalll w y''"'`' '''` '�� " .. PLACEMENT OP LAQ SCREWS TABLE R507.2.1 END OF THE 1. Rough-in test:Total leakage shall be measured with LEDGER.HOLD-DOWN DEVICES a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufacturer's air . toW;"11",a119 p19t"or N" ' �� ' AND BOLTS IN DECK LEDGERS AND BAND JOISTS SHALL FULLY ENGAGE DECK JOIST PER handler enclosure if installed at the time of the test.Registers shall be taped or otherwise sealed duringthe h-V.. :. � ��.-•^"�� ✓ �.... test. Cl llsedlcatb late fsutttstroctlan :.h.`' MINIMUM END AND EDGE DISTANCES AND SPACING t3Ei WEEN AOWS HOLD-DOWN MANUFACTURER.. 2. Postconstroction test:Total leakage shalt he measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the aiatittt:>alflCtmtb�Ol t1itt TOP EDGE �tt }� BOTTOM EDGE II manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. BifOatrJrEttlRttSftLM' Q�;l1tr7RVaT]tspa�'E'®R ST>�iutii�u.' ! ,' Ledger' 2 inchesd : a ENDS AOw SPACING I. Exceptions: s tiotl !12 .ilia. . . COMPO1i�"�t�9TS THAT ARE O!F_ , ! ' . Band Joist` 3/ inch /'inch 2 inches'' IS/e inches" Ili A FULLY THREADED 3/?DIAMETER LAG 1. A duct air4eakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. a 2 inches 2 incbesb s b SCREW PREDRILLED W1 MIN.3"PENETRATION Ti�IJSS T1PP'E CONSTRUCTION ! For SI: t inch=25.4 mm, i I /t inches ! ro CENTER of TOP PLATE,STUDS,OR HEADER.' 2. A duct air-leakage test shall not be required for ducts serving heat or energy recovery ventilators that are not integrated with ducts serving heating or cooling systems. VS1; I -,'` :` `•,`•*s, ist FLOMFRAffitM'3;XgcLmmo , I n. La screws or bmhs shall he staggered from the tap to iltc bottom along the horixontat run ofthe deck led ledger in accordance with Figure RSD7.2.1(I), I Sl. I Inch-25.4 mm. ` N + b. Maxima m 5 inches, g 9.N1103.3.5(R403.3.5)Building Cavities(Mandatory) ' : .. "' M' 6tRdE lUtO✓tfQA6 G For cngirtcered rim joists,die mantrfacrurer's recommendations shall govern. 1 FIGURE R507.2 ( rY) .1{2} Building framing cavities shall not be used as ducts or Plenums. PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS t I f800P CIE$®' ' ; d.The minimum distance from bottom row of lag screws or bolts to the top edge of the(edger shalt be in accarrance with Figure R907.2.I(1), .' FIh FlAQR midi idoOF FiRAMItl G 'S�" ._._... I t ST NDARDS AND CODES ' .._.__-,_._..,..,_ .. - . 1: - "" Where1 pply and Bretturn a3 ducts are part alllyy Or completely buried inoceling insulation,such ducts shall comply with all of the following: , �R ,�- _ �i -� /1,,/,- ,�- r (Jol �(a apply a return duct shall have an insulation R-value not less than R-8. . ,, tt.. jt :: r-' The s and t . i C I, :, . : __ ..j.__ I ��.j ......I-.I,IT,^ ..1.�.�?,!• ?._.f _ - jt„ „ „ the duct shall be not less than R-19,excluding the R-value of the duct insulation. . SUBJECT PROPERTY(ADDRESS AND TAX MAP NU MBER): , "" tin /"' i .�./ _.. .! 1t1 f. ;..�..... G 1. ;:. :-- ` I ,.•:': :'; " ' V`. cO�.s �� r� t t r,f � lu P yr N1103.3.6. ( 403.3.6. )Efiective R-Value of Deeply Burled Ducts •r 1"Tt ADO- L;w.. � / 11 0?_?..;r��.. lt_ `T N7�� `� 1 R 1 . .. 1/ : - -- _.,.. _.... _ - 1. . .. , ' ': -' ...': .•-.. . - _. + Where using a simulated energy performance analysis,sections of ducts that are installed in accordance with Section N1103. . I �2I=- -7 0 r. � °� �. l !? ... - [i j /M] 3 6,located directly on,or within 5.5 PLEASETAICENOT1t ETHATTHE(CHECN AtiTHATAPPLY)c ;::. . {! - -.-._ .. __ _.. _. __. ....., -,.. . N and located h that the _ �' I L� L�f, -eRea'( ' ,p e �-� "� � � (i�/ O),.(J I �-�G: � ��uX� Inches(140 mm(of the ceiling,surroupnded with blown-in attic insulation having an R-value of R-30 or greater a such top of the duct is not less �. _ ( in ❑ New Residential stru tum . . ;. ... I '~" . _ j --P I t� than 3.5 inches 89 mm below the to of the insulation,shall i e considered as having an effective duct insulation R-value of R-25. :.• 1'. . :,: ❑ Addition to Existing Resider ial Stnrcture < .and I _-._,_,_--__-_,_._,._._-_-_-._........-..._.-. -l N-3V t�lo (Z 3b 1 11.N1103.4(R403.4)Mechanical System Piping Insulation(Mandatory) ❑ Rehabitltatron to Fxlsdng ResideMtalitnsdtrrc /: ,.. ;. "' ,; `kf : 'Y�, \'.tl, •,�' ! Mechanical system piping capable of carrying fluids greater than 105°F(41°C)or less than 55°F(13°C)shall be insulated to an R-value of not less ' : . `r,TO BE CONSTRUCTED OR PERFORMED ATTNE SMIJECT PROPERTY REFERENCE ABOVE WLL UTILIZE '. . '."-; _... »-W--.------ •._- _ __ _._._,. . _ ._ _•, r�S{� e s than R 3, (check each apPllpble Bee): .���` , - c v ❑ TnraTypeCo,►sUudton(Tt) �.. ;::,:;:.:'` t ,I. .:.;; :::• , I 12. `> :';,, - A ' „.• . Anew Fart 265 toTitie 19 of the 1QP11f York Codes,Rules and Regulations(NYCRR)has been adapted.The new Putt i ! „-. ) TABLE N1103.6.1(R403.6.1) .�.. -. - WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY ❑ Pre-Engineered Wood Construction(PWJ / :.';:':.:., ;-'':_' ,':• ! 126S prescribes(1)the form to be used to notify code elil'broement officials that truss type,pre-engineered wood Or a 0 ' I FAN LOCATION AIR FLOW RATE MINIMUMMINIMUM EFFICACYAIR FLOW RATE MAXIMUM ❑ Tlmbertonstn,ction(TQ Trani `verse jo)Ms(.e.g..sand drive:. .::.::;::.`:: '. ":,;, I #imber construction iS m be used in B mufderitial sb'ucttlre�(Z)the Si nor bat t0 be affixed M the exterior of a ..-,.., ..-•..'•. , 9 sYln IN THE FOLLOtAII .:::'cteel joints))n Uunks and all joints on •:•..:..,:° • ,::': - :.: � t (CFM) TT) (CFM) NG LOCATION(s)[CHECK APPLICABLE LINE): i (CFMNVA `:;p)anum:c .: :-,;'-.::.:', ,:::':'.:: :..,:;': ::::: ..-- a residential structure that has been consbuded,added to cr rehablijiated using truss type,pre-engineered wood or a : _ HRV or ERV Any 1.2 cfm/watt Any ❑ Floor Freming,Induding Girders and Beams(F) "� ,, ` Range hoods Any 2.8 cfm/watt Any timber construction. _ t - _ / - CC�F In-lin :' ::.•. .. . : .. •..': ❑ RoofFreming(R) :. : .•.. : •.:' _ . ___ _ Any 2.8cfmmatt Any ::..'•;' , ., • . ..,•.• . .' - . . ... . �°iI�Z`(. 717� ..CZI'c:55 VR1 �:SFp;t, e f- �) ^ n4_•p0.4J S I B R 4 i _ C .ro 46 E Bathroom,utility room10 1,4 cfm/watt <90 . ❑ Floor Framing and Roof Framing(Fit > / \ 1 O1Z SIGNATURE: DATE „ ^, JJJ Bathroom,utility room90 2.8 cfmhntatt Any _, . - - - - �.., (-_- f°T/_W . SPA-i1�1 4 PRINT NAME ` " I :• . i- ,` .� For :1 cubic foot per minute=28.3 Umin. - CAPACITY Check One):❑ Owner Owners R '' . '/ \.V L..... ` 1 !,/f] J? fl/ •( ❑ epreseMaUve C� 1„- { ' t -p' _ When tested in accordance with HVI Standard 918.I -,..__. , - - _ M _ � 5jaN b . _ .'� Q ►�I '7` - .. 1 / •l r r �aC vp � ..:.-,. C��•-�>`�`.�{_.�:i.�,1 - t�('t � .1.2� �`k r'.�'•Gt. G<rJ �- M .�..(„�1-' {2, 1,, 5 7v GU I.- . . - �J 7[' kt n T.l E - - _ _. ©`� r -- -- -� .. i. ANI35CAPE • DESIGN . . _._.._ -- ,z.,,j i.4 ' r' ARCHITECTURE •' __. . . _ :� __- - - �'zT •- k 5HVWr,i>,sD - r� >z � +` . !,,--= - - -` �d R - -- - - - a -_ .... _„ .+ t :�'� _ 1&f-i'7' I N - K- S,E/a-t:-Tl J ' '}!`t� _.. --- __ _.__,.----•_ ._.. _. .. .----'--_._•--•--_ .--_.... . •, - - . - --- . . _.,-,.-..,... _ ..._ ........... _ _ - - - . . ._ . rv.. __. _.n",r • i -. - _S , : 1� • rT. �_ :. . bUliji�Iry�1} - - -- , r , . ........... ..... - , b_ t - _ _ ' � Z �-- - , all corn r� :_ .".' - - - - - - �� K.rt _.._ }.Zr �y°� I . • suterandsutel'@ _.1P . N I7 rP'rJ 1 _.-_-. -.. ... .. S 16 971 1063 ...... .. .... r � t,�r' w2. /� . VF Ntiw t2 .r.��"' _ . _ PHONE __....._...._......... . ....., ..::.._....._.._.... ... .. ....._..-..... ... - - --- (/�p is ---- " - ...._....__......... J .,.. .. L...+....:....�._. .--_-_._...., - , _.-..mow..........«......_,.,-.,... - .�- .,• .. � . i �......-. � + I f'