Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
46268-Z
�O�OS�01,y'C'p�y Town of Southold 1/31/2022 0 P.O.Box 1179 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42723 Date: 1/31/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 65 Grove Rd., Southold SCTM#: 473889 Sec/Block/Lot: 135.-3-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/22/2021 pursuant to which Building Permit No. 46268 dated 5/18/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with covered entry and deck as applied for. The certificate is issued to Lazarovic,Mark of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1029 1/12/2022 ELECTRICAL CERTIFICATE NO. 46268 11/19/2021 PLUMBERS CERTIFICATION DATED 12/21/2021 Dekek.Hennesseo ut oriz d ignature s=' TOWN OF SOUTHOLD M11 Ir GG � BUILDING DEPARTMENT x TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46268 Date: 5/18/2021 Permission is hereby granted to: Verostek Conrad A Fmly Tr 50 Grove Rd Southold, NY 11971 To: construct single-family dwelling as applied for per DEC, Trustees & SCHD approvals. At premises located at: 65 Grove Rd., Southold SCTM #473889 Sec/Block/Lot# 135.-3-23 Pursuant to application dated 2/22/2021 and approved by the Building Inspector. To expire on 11/17/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $708.00 CO-NEW DWELLING $50.00 Total: $758.00 Building Inspector *of SO�lyol Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q sean.devlinCM-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mark Lazarovic Address: 65 Grove Rd city:Southold St: NY zip: 11971 Building Permit#: 46268 Section: 135 Block: 3 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RO Electrical Services License No: 40983ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 22 Ceiling Fixtures 7 Bath Exhaust Fan 2 Service 3 ph Hot Water Elec GFCI Recpt 9 Wall Fixtures 4 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 13 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Elec Ceiling Fan 1 Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect 1 Switches 14 4'LED Exit Fixtures 11 Pump Other Equipment: Oven, DW, Micro/ Hood, Instant Hot, 200A Panel 40 Circuit/28 Used Notes: New Two Story Inspector Signature: Date: November 19, 2021 S.Deviin-Cert Electrical Compliance Form O& Town 14al1 Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ''• BUILDING DEPARTMENT JAN TOWN OF SOUTHOLD 2 6 2022 TOWN of SoTI-I 1. OLD .CCX TIFICAT10,N Date; 1/Z( r Building Pertnit No. Owner: e .t-C .C.rrA'iP®yi c (Please print) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signaler Sworn to before,me this day of 120 Notary Public, Victoria Cremrnins Notary Public-State of New York No. 01 CR6361682 Suffolk County, NY Corm fission Expires 7/17/2025 pE SOUT - - ���� yO6 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR souryO! h O * # TOWN OF SOUTHOLD BUILDING DEPT. cou765.1802 . INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND- [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE:& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: V(9VA7 g) (X?�'f1i (owrov"i-k G on M ( r r DATE - INSPECTOR ` # # TOWN OF SOUTHOLD-BU I LDING DEPT. �y�ouen ' 765-1802 INSPECTION ZFIUNDATION 1ST [ ] ROUGH PLBG.UNDATION 2ND [ ] INSULATION/CAULKINGAMING /SIBAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: SD�qo-11mv, J DATE INSPECTOR. OE SOUIy�� # # TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPECT [ON [ ] FOUNDATION 1ST [ ] ROUGH. PLBG. [ ]. FOUNDATION 2ND [ ] INSULATION/CAULKING`] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY f ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: iav,,cf, CA u l!�i DATE - INSPECTOR UF SOUj�olo * f TOWN OF SOUTHOLD- BUILDING DEPT. cou �`� 765-1802 ANSPEC ON [ ] FOUNDATION 1ST [ OUGH PL13G. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ j FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: lk f vac eb ::�vb (AAA-- ,DATE INSPECTOR *OF SOUIy�� / pp # # TOWN OF SOUTHOL-D,BUILDING DEPT. `ycourm N�` 765-1802 INSPECTION [ ] FOUNDATION 1ST = [ ] ROUGH PLBG. z, [ ] FOUNDATION 2ND [= ] lNSULATION/CAUL"KING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [' ] FIRE,RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ -] 'ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS:- N� TWO �ac�a Nl P " J 4b &k 1�2 V2 vV DATEINSPECTOR # # TOWN OF SOUTHOLD BUILDING' DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL.BG. [ ] FOUNDATION 2ND [` ] INSULATIOWCAULKING [ ] FRAMING /-STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE.RESISTANT PENETRATION [ ] 'ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ,REMARKS: %e&A& DATE 11 I 9 INSPECTOR c q� $ %f SOUTyO o '- # TOWN-OF SOUTHOLD BUILDING DEPT. °`y�ourm 765-1802 ANSPECTION [ ] FOUNDATION 1-ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND: [ _ ] NSULATION/CAUL-KING [ ] FRAMING/STRAPPING [ ] FINAL ISD [ ] FIREPLACE & CHIMNEY `° [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' ..[ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O 1� REMARKS: Is ol w uvvtq Q/ ,eGiA, wig M �A eo = I 1 21 zo Z - DATE l INSPECTOR Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 65 Grove Road,Southold NY 11971 Test Date 11/22/2021 Building Permit#: 46268 Compliance Pathway Performance Test Completed by : Christopher Silvia ® E (�'� E � � � T Rater ID# 4150294 Home Energy Solutions NOV 2 9 2021 NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BUILDING DEFT. BPI# 631-673-0664 TOWN OF SOUTHOLD Building Envelope Tightness Volume Calculation : Check if- Floor £Floor Area Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space 1st 542 5512 Sealed Attic d n 2 577 5815 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI 2765,except that conditioned floor Attic 519 a cludes areas where the ceiling height is less than 5 Total Volume 11846 t' CFM @50 pa 584 Air changes/hreOpa2.96Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: System-2: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftz CFA Code Compliance: System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftz CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended,6y,2020;New York State Supplement,Section 4033.4. Signature: �.%- --=� Date: 11/22/2021 Chris opher"gi,Wht l ome Emergy Solutions H*tit E ENERGY Load Short Form Job: 65 Grove Road Date: 11/22/2021 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 65 Grove Road, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 12 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 60 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model BOVB-36HDN1-M18M Cond BOVB-36HDN1-M18M AHRI ref 206395976 Coil BVA-36WN1-M20 AHRI ref 206395976 Efficiency 9 HSPF Efficiency 10.8 EER, 17.5 SEER Heating input Sensible cooling 23940 Btuh Heating output 34200 Btuh @ 47°F Latent cooling 10260 Btuh Temperature rise 26 °F Total cooling 34200 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.079 cfm/Btuh Air flow factor 0.088 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.80 Capacitybalance point=5'F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) GREAT ROOM 416 5988 7445 473 655 OFFICE 132 2113 1387 167 122 MASTER BEDROOM 228 3135 1823 248 160 HALL 111 1110 757 88 67 BATHROOM 70 611 738 48 65 MASTER BATH 45 270 115 21 10 SPARE BEDROOM 128 1962 1376 155 121 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Nov-2216:10:55 wrightsoTt� �, ,.,.•: ,,...�.T, Right-Suite®Universal 2021 21.0.08 RSU25299 Page 1 / + ...Jobs\65 Grove Road\REV-65 Grove Road ManJSD.rup Calc=MJ8 House Front faces: W Entire House 1130 15190 13640 1200 1200 Other equip loads 9187 1383 Equip. @ 1.00 RSM 15023 Latent cooling 3807 TOTALS i 1130 I 24377 i 18830 I 1200 I 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t ' wrightsaft~ 2021-Nov-2216:10:55 „1 ,�.d• �...� �., Right-Suite®Universal 2021 21.0.08 RSU25299 Page ...Jobs\65 Grove Road\REV-65 Grove Road ManJSD.rup Calc=MJ8 House Front faces: W 1-1`,_Dftr~1 E L N E k G Y Manual S Compliance Report Job: 66 Grove Road S O L D'r Io t.s Date: 1112212021 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 65 Grove Road, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 15023 Btuh Entering coil DB: 76.1°F Outdoor design WB: 71.2°F Latent gain: 3807 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 18830 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Bosch Thermotechnol Model: BOVB-36HDN1-M18M+BVA-36WN1-M20 Actual airflow: 1200 cfm Sensible capacity: 23940 Btuh 159%of load Latent capacity: 10260 Btuh 270%of load Total capacity: 34200 Btuh 182%of load SHR: 70% Heafing Equipment Design Conditions Outdoor design DB: 12.2°F Heat loss: 24377 Btuh Entering coil DB: 64.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Bosch Thermotechnol Model: BOVB-36HDN1-M18M+BVA-36WN1-M20 Actual airflow: 1200 cfm Output capacity: 25000 Btuh 1031/o of load Capacity balance: 5.0 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements of ACCA Manual S. - - wrightsaft" 2021-Nov-22 16:10:55 .e ,•, .. ,, Right-Suite@ Universal 2021 21.0.08 RSU25299 Page 1 ...Jobs\65 Grove Road\REV-65 Grove Road ManJSD.rup Calc=MJ8 House Front faces: W F. R I �j pr*Linr r. F !eR atLr r ��{( '_� `f�ir4�`,�#3�sa}r��l'cE'i��+'.i y.��'� +s #' Rf�i:'a�ra '.„�•�t�ei � r jjj fs �a ••e 14 tP' .. 1 N�!}'i. �'!r ,r ,tip.}"•1 �'1 •. q '.vf f ` �;+;per t', , =� ,^_'}�g� ,.-s��:rr ,,5 k� �► ' -, ... 4 3 im M � t �F v .s. j + Y fe�9r r 4V 0 76. �► .. fp� r .,, �• ;Vii,,,�� �\\. �=;� _- -41 E i ti l v e: a I w a ...-s— fir..•.. �' MEL� ` i 7low` f` t •� t i � a _ Vr T � t Myn.'�.'Y .. A � w k � k J - s r \ � � r 1i ���• 1 rs - .w ti r i dw N • q , 1 I f IF lot It M AL ` • MS • r � 0 1��_fit • e+ — + K yR w �`, P� R, . op A 00 •. ��//'�� , � ;�� kyr� ;; , +� �, 04 th Ar i if 04 10 Alk .4 Af RAr 2 t7 6, ., Q v:r 6 Fit r \i • /� 1 � � J t �• � de AV ca. ,. &Avg# owl - i �- -` t 0701 &Fi ,' �' -x` of .. •u No; , * � lir ol FOUNDATION (IST) �AWAWJ r 111 Is mill Lp Wi PLUMBING. , . li INSULATION.PER N.Y. STATE ENERGY COVE L M6 110 VF, WM r ,J1� op ee ® • 1 e 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 https://www.southoldtownny.gov Date Received APPLICATION BUILDING I For Office Use Only ? j PERMIT NO. Building Inspector: F E B P 2 221 Ap�l,�carnsand for�ns� st be flledout rntheir en ire I6coinplete4i r i appllcallansit�nobaccepe� W �tlt0,Applicant is no1,9 fi O�Irner's l�uthocization,form(FPae 2� 4,,"completed Date: ® {�r,•7r ili[��` (� " .c r g y°�., a N ,�� 2� S ,&.°�`�r `i E E '� s L�€ Name: ,�'2,� SCTM#.1000- Project 1000-Project Address• / Phone# ���.,,. •f's — ®,A�7 Email,.., ,/.rf7 � % Mailing Address: �rnE sae ' 2m R .r Name: Mailing Address: kJ Phone#: o5 yi<{ ;S'Z ✓ 3e,Orf Email: -ro"x -°' .a = & %` �•'s'x r € s R„r z �,g ,� .s «va�'a y s �, sd ®fE�1�PRt�FE� I►>AL'ISN ORMATIII ; " Name: Mailing Address: Phone#: d .�. � �t, 5/ Email���v� Gt3N' R/k ."iUI�t`JINfQRM�"fIQN F �s rs r Name Add Mailing Address: s �. Phone#: yam/ ;IX'7- ,3b 9� Email G� L� VES1 NOD O�dS Y xitts i 4 t E �..� ID „ a € �f $ ^` i kb�t'`'� `e .,i' �'' ixF k�f 1l •` s, . �:.�..,�«.>„.-,.a,n,.r „...,..� .,_ .••,.. ,m.. ,M,L:, a. ., b�,.,,� .gin.,,.- -,-.-»_. ..w .,,.s-,as ,..��,�. ,,.<x,--, ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $/fwd f00 ,g Will the lot be re-graded? ❑Yesj2/No� Will excess fill be removed from premises? ❑Yes ZNo 1 iI�IFQIRNiA U �g T RN� z- -;37 Existing use of property. ! c 1i4414Intended use of property Zone or use district in which premises is situated: Are there any covenants and restricti s with res thisproperty? es El No IF YES, P OVIDE A COC ❑ � I f ,j� ownerjcort#raa#srldesign^prafss�lortal responsible foraif arq,age�a d s#ta i avaaterissues as prrr lded bfr Ch�pte ���f#tie Town Gode:�dPptLiC/i,T10N NS HEtEf3�!Mai?E to#lie�c�ff�i�h�°pepar#rrtent#orth�e issuar�� of a Building f��rf#pt�rstt�p#�a the,8uifdfrig�or�e Cfdfranof the town of Soutd,S►�f#allc,Cssur►#y,lfew Yocfc and other applialiie laws, rdinais or +gufatf ci�is,fathe construoton sf buildfrrgs, additions alters#ions or for tett Dual ar demofifion as herein descrifieil The�"'llca Y a r ee s#o cotnpfy �tt alf a iillcabie fawsR ortlinar`ices bulfdi code' ho sing�code`end reguth#farts an+t#o edrrt�#auti�orixeinspectors ort premises anti in building�s�� eee�s��ry'>ir���,�`�tia :l=alse s#a#err n#s tn&d+»li�tt�iresa ' p�iishafile as: Cass A misdeiriepnorp rsuan##o Seci lon z1Q 4';of tfie New York„Stye t? nal Caiiv �_ s - ' ,x k Application Submitted By(print name) „o�oZI, G ❑Authorized_At LQOwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the 049441--'.0 (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. Swo�bbefaa me this � day of �)/ 20C Notary P is Jeryl L. DellaRocca PROPERTY AUTHORIZATIONNOTARY PUBLIC, State of New York No. 01 DE6009594 (Where the applicant is not the owner) Qualified in Suffolk County Commission Expires June 29, 20 residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department Kor approval as described herein. Owner's Sig a Date M Print Owner's Name 2 . r+f } r Y:'a4 f✓3� ���� '-f �f 1} f .i ! - Sk f �W+ 3 J aC F u`4 t r i%a �'`��S-t -d ,?�� t:% '�r 1.f c2,. E s�r,,,9{ '�$': � t r g*�e 7• r< r t� 7� G 4 � f M.� BQAIDE S u 3 ,� ANjrK # s h n JVII 'r'' g .as-C' it ' S-t`,. 9 3�*fs''.Y �.s.'"+� G+iY:•yY' , r.J s �' +.�. t ,,+ i' '.1'`�, 0 ?�140olm his w ,,., ��9;��� �a fi-.FY Sy*.�. •s x'^ a�"s A�: �n�'23r��L'3a 'P�� �# a,��.: srz {nk���°N�: '`�'�,�y'S�F k,"r3� .w3.Y i����t �+ "r�'�'��w�.. _ y., . rijg `.,$p.,s`y`F•N,. a 0'SA W23.�' 2 E ' iSSiTED`TO: CQNRAD A.�Eg20STEK FAlVIII.�TI�ITSTSSERGSTEK l��fl�i��3�E`�VI���`�R�7�.T�`elal��``,�°;. 'Taid �i �a � �x y. ' e"�`rfim^ '. i•��+E£1''�`fb#.S��E.��`r1M��§'�8 -E.f� b5 Gi�QVL`�i;iAAD: E �ra � µ � t b b �{ �f ,g ��Tl°3�2� �` x fx 3t �r tq the rovisions of ChapteF 275 of tfie down G de of the Tavyna of pct od<apt u� ac�o�c'�nsa�t� ��esbhft�,og�f�theY�oard o�Trustees ado ed at t � g,h�ld on��eein6�r�21 .2Q20 `' d rah©neo appli2� ti in se i�th suis of. l5Q 4ffi c k h a in d e�'o elt a�nl. � essie A Verostek Itev iK Tr and subiect�oihe Terms�Md�oi�dtt�ons.as stat #}� 'Qliltix3n�=t11��Sou�o KTo�F� r Bttarci Q}Y $t£eS aS&1IdsrP�r13tSlexfUOW1A� 7 y :: etiand Fertnit t consrnct a sm farm! dWeidm and$eck a rozimhte ftfot int4a� ( r ,� Y $ x 1 PIS gra elt� ye�v y nstal Innovafi a 8t Altornattve WestewatardTr¢staap u y teem,a►ntr pstali gu ar tom r, i lead�rt 1 � a1bJIsh end PIuall �nnan nab NY trliail 4en�ee,and as dep�et�r on the IaudscaPe plaA �dated 11�aXember i9 2024 and Stam ed a ro�et=o� 3eceanbeil#��anti ze surge egad b x �. P F L n flu x r {ehue lVi. o �Lahti Survgy�ng,PL1µC,last t� 1�1oy�e�� 23�Z420 and send aia�pro?te on w�,.. 1:. t �r�� � xa�y F to rfi` # x�.t',tsm.hSti£`. f, .F�S` ��r`�i.: q h §c s cry s `�'' <•yr xa"a'* 1: x siAl, #' v Y�—�.' z x s ,xr•... z .;:fix ri k.at z 3 r iN; I �lrli r- the said Boarci,df T steel t b+caxr es its� t oxate k � ndtheSe presents to subsMRP.d RM": majonly o€thy skid Board as o the 21st day,al I e�� �r < � i Z,° J L�,�.�3'.''Ta � �� J'S,�� e "7�t .z� � t J. �fi �. � x ��• �x5� r�r:������/ ! � 7 .J. fs £ -.. v 2 .,�, [ $r�$;�` =i c..;._ ::=i:1 .•..:,t _.. > r'`. ,k�� _f r��, n£�4�7 4 1�f-;y i�� s�� .e " Lt; . v. t. --i J..�:. `•t i t `< .,:gid e ��.a:> -�1 s ;s J'. Glenn.Goldsmith, PresidentOa SoUryQl Town Hall Annex A. Nicholas Krupski,Vice President ,` 54375 Route ' P.O. Box 11799 John M..Bredemeyer III - Southold,New York 11971. Michael J.Domino G • Q Telephone(631) 76571892 Greg Williams '`Q�y Fax(631) 765-6641 BOARD OF TOWN TRUSTEE TOWN OF SOUTHOLD- - NOV 9 BUILDING [)Ep,r CERTIFICATE OF COMPLIANCE 'rOw OF soup Lo #.I879.C.. . . Date November 24,2021. . THIS CERTLFIES that the construction of a single-famildwehm and deck(approximate footprint 740sg ft)'2W :35' �ravel'drivewil install Innovative:.&.Alternative Wastewater Treatment System and.install g_utters to leaders to dry i6lls; establish and perpetually maintain a non-distur} ante area easterly along delineating.split rail fence; At 65.Grove Road, Southold Suffolk County Taz Map#1000-135=3-23 Conforms fo.the application fora Trustees Permit heretofore filed m this office Dated Auust.19,.2020 pursuant to:which Trustees Wetland Permit#9781 Dated December.21;2020;was issued arid.conforms to all . the requirements and conditions of the applicable provisions of Jaw -.The project for'which this certificate is being issued is. '. or.,, . construction of.a single family dwelhnand deck(approximate footpririt: 740sq ft:) .20'x35' gravel.:driveway install Innovative& Alternative Waste?vater Tr'eatent System; and install gutters to leaders to'drywells; establish and perpetually maintain anon disturbance area easterly along delineating split rail fence The`c .... .. ertificate is.issued to-Mark.Lazarovic owner of the aforesaid -property. Authoriz Si"nature r T TE:D' PA1�T f[NT iJf E Vint ll�iM[]K TA1,!C.C3i4 AT C}1 ; IYhJ ,YOfBIC,$ A ` E!'acilit :DEC IIS 1-45 047i4 s_ ?Efffiff Under.�he. nYronmentaY,,Conservafion Law Permittee=and'Fac�I�gy normahon; _ I Permit.Issued Toi. Facility: V'E JESSIE VEROSTEIK° Rt3STEI PROPERTY 50 G1tOVE,RL? 65 CTROVE RD {00 1.3a 3� 3 SOIITHOLD,NYS I1971; SOI1'THOLD,NY 1,1971;. `FacWilA lici `on. fl�tac --„ MARK.LAZAROVIC' 59-SINTSINK DR.'W PORT.WASI,INGTON,NYY 11x50; (516)>883 8.7,1 Facility Location: in SOVTHOLD u SUFFOLK COUNTY Facility P,rincipal;R+eference P,omt: NY.TIVI 7°1,6,9353b3.17510:1 NYTIVL N 4551.38270428302; `LatztudeY 41°05'0 2" Long�f�icle 72° 5'02 5" Protect Loeatton: SO 61,Hashamonxuck Pond Authorized:-Actxvtty. Consh uctsingle fam�Iy dyuell�ng uth deck,dnvuway and septic system.r Al work shall be.done'iti accordance.wit the plans preparedzby Kenneth;:,.W�oychukrLand Surveying; last dated,4JO12420:KLL Permit u MOMS TidalVetlands-,Under Article,251 Pernut ID 14738`04714/0€101 New ,Pernut Effective,Date 5121J20a Exratlon Datek 5120/2025. FreshwaterWetlainds Under article 24' t a Permit ID 1=4738'04714J0 66 Nevi..Permit.. . Effective Date SJ,21J2020t Expiraic�n Date 5/2012025, :Page 1 of 7: iVEW YORK STATEDEPARTME 'NVIRONMENTAL CO\SERVAT[ I ' Facility'.©EC l;D yt 473&047 i 4> NYSDEC Appr��al" By, acceptance of this permit,the permittee:agrees that the gertnit is::;cantm. tuupon "strict ---eoa�pliadcewtlt�#li�ACL,cella=apphc�bleF-r�gulat�on���nd all�ondtta�s ic�+��uded-aspart of���s u-:,,.. .:.. `;- peiluit. Permit Administrator LAURA F STAR;Deputy Pernrt,Aclmiltstatcx Address: NYSDEC Region:I Headquarters SUNY, rr tany Brook 5o Circle Rd Sto--B ' ,NY 1, 7�9 X409 ry Authorized Signature Date r�l mtiribution Y.istx MARK LAZAROVIC Bureau cif Marm.0 Habitat Protect�Qn Habitat., File permit_ :omponents. NATURAL TtESOtJILCE,.PERIVIIT CQhIDIT4NS GENERAL CONDITI. ?NS,APPLY'FfJ wALiAUTHORIZED PERMIT NOTIFICATION O OTHER P TTBE OBLICrATIt3NS PIS t . A'TiJ� 1�S0�1'R�E �'ER`NUT CC"lN�3►ITI�NS �. �y trs� F��+���g Pern�ts:TIDAL"'WTIIAIS' �'1 'VA` ` V `L ►1 . 1 ConformanWith Plans. All activities°authd ized by this perms`°must be in stnot coa�ortnance ce with tine a roved cans submitted.by;the applica�ntur appltcarins agent as part of the 'it, PP s;r Such approved plans were prepared by Kereth M VV oyehuk 2. post Permrt;Sign The perri tt stern enclosed with this permit shall be'posted in a,conspicuous location on the worksite and,adequately protected.from the Weather: 3. Tidal and Freshwater Wetland Covenants I hea ,ermlttde�5hall incorporate- ithe Tidal,Wetland and Freshwater Wetland Convenants to the°deed fox this, pernutted.facslity and$umrtproof'tothe appropriate:DEC'Departnents.as stated below. Page :rof 7'"` SEW 1': RK STATE DEPART!r1ENT U C� E tRU 1VtENTAL `'SE12vATlt7�ti, Fad fit y.QEC tU:.1 4738-0 71 4. Tidal Wetland;Co�enant. The perp 1. shall incorporate the attached Covenant(or sr iular Departrnerit-approved language)to the deed 4rftproperty where the pro�ect'wi11 be conducted and, file it with the-Clerk'of SUFFOLK Codrity within 3.0 days of the effective date t�f thts permit This', deed covenant shall xun wth"tlie landrito perpeturt}� A copy>ofthe co�venanted,deed or other acceptable proof ofxecord along with the number assigned to this permit, shalLbe submitteduitliin 9(}.;., m days of the effective elate of this permit to Marine Habitat Preitection:= . N.YSI?EC.Regron�I Headquarters SUNY tr'Stony Braak115 Crrc;1 ,:Rd Stony.Broaok,NY 11794'-34 Attn:' ...,. Corripliance; 5. Notice Covenant The,p - ittee shall incorporate the;attached Covenant:(ox similar I epartra fit appro ed.language)to the deed for the properq,where the protect will lie conducted and F1e it with the Clerk of SUFF�LKCowity within 30 days of the effective date,af thrs,pernut This�leed,.covenant: shall run w7tl the land into perpetuity. A copy of:the covenanted deedor other acceptable proofof , aloe �vitli the number.;assxgned,to this permit~sliali be subinrttedtlrii 9U.days of-- record effective .g date of this permit toy' Regional:Flabitat Rvlan� er NYSDEC Region;l Headgriarters .,_ . . SUNY' cr„Stony:Brooks 50 Circle.Rd " `. . .. Stony$rook,NY11790;' 34t? 6 Noticc of.Commeiacement: At least 48 hours prior to commencement of the project,the permittee and contractor shall slgn:and retiurrl.ttie top portion ofthe enclosed notzfYcatin foci certifying that they ate fully aware of.and understand all terms acid conditins.of thus permit 'Winn 3:U daysnf completion. :.< of project,=�he,botton�,portion,of,the form.mUst,also:be`.signed atrd-returned,along sthphvtogxaplzs of th1 .e completed I Area Limits The luiaits of cleari;ig,�; radia and ound disturbance line is equal to the prrol ct g ` limiting wood rail fence as shown an the approved plans' 8: Work Area I.iumits Any work,disturbance, and or storage of construction materials:shall.be; confined..to'-within,the limit of,clearing, gradng;;and ground disturbance as.descxibed,above.. 9. Silt;Screen Prior to cainrixeicemeiit of airy carstruction activities;a cantiituotis link of silt screen' (rnaxirnum opening size;of U.S ,Sie. e#20)shall be staked as iieeded, to prevent aty loose,soil from crossing the LCGD described above;or frflm leaving the property,,, ib. Silt Screen tiBe Recessed Silt screenAshall'be recessed six inches ina the ground 1 L Maintain Si1tScreen Tlle..sereei shall:be:marntarned,repaired and repiaced`as ote1i as necessary t ensure.proper-,fiinotian„until`all dikirrberi,areas`are pe�irianeiitLy vegetated Sediments trapfreda hy:the screen shall be ieriioved`.to an appygved upland location before-the'screen is�,reino.,vved, . �1E1'V:YF)I2K STt�TE DEPART it Pa 'i li' J)EC 4!7, �# 12. Storageof Equprrien ,iVlateraals- The storage:of construction egtrpmet end materiats shall be. confined withirilhe"pzo}ect work:area artd/ I 'll pmwlaareas,greater.:tl an 7 linear f efi, rorr the ida1: wetland,boundary. 13 Equipment Storage Less Titan 1'06 Feet F f fii the Wetland l fretlutpment and mach ry cannot be stoi ed greater than 100 feet fromhe freshwater wetland at the Yerid c each v�j�rk clay; thea t#must be storedurthin the,p>:v'posed clearug 1�rrit and an abse�oedetet nous subs aucessneve.,r,reaches thes rouo nd tarp/mat.system must,el�stttoxthafiiiadvertent.,leakag.. , or into;the regtila#eel:wetland or� ate1 bodylwettand 1.4: Nd'Disturbance to, egetatedr.Tidal wetlands There shall be do disturbance:to Vege#ated:Tidal, wetlands orptotected,buffer;areas as a result of`the perm�€ttod actvittes 15 Contain;Ex osed Stoc �Ied Solis All chsturbed areas where soil will be temporarily exposed o"r` .1, d j stockpiled for.ion;er than.48 hours shall.be contained by a contutuous 1;ne of staked haybales 1 salt: q4s(or caber NYST3EC`apprax�ed d" placeiT one seaward side between file fill and the wetland or pro#ectad buffF ora, Tams are=:authorized iso suppl`etrienttliese approvdd mctiods ;° 16 Department Jurisdiction The department retains jurisd ctian of all regulated lands where fill has been pi ernititted Placemei t=of fill shall not bemsed to alter tliej PAme, Tidal,pVetland jurisdictional area.at the project site. The area.temim .a regulated;area su#ijecl.tQ Tidal Wettand,Land LTse.,res x ctians U 61VYCRR fart-661:. 17. :Clean Fail,Qiil v ,All. 11 till shall consist of clean soil, sand aiidlor gravel that is free of the follownig substances a"sphalt,slag,flah,broeh concrete, demolition dehas3 garUagc:household refuse, tires, woody ma#`erals snclucling tree cr landscape cebrisY and.fietal objects. 'The iri#rodtction oinaterials toxicta:aquafic life` s,expressly°prohibited;. 18 Concrete Leachate I)uruig constnictioi,no utet or fresh concrete or,leachate shall be,allbwed tc escape:into,any wetlands ter waters of hIew York State,nor shall washxugs from ready mixed cflncrete trtick$,,'rruxers,cir other devices be allowed to rater any we#lands#ers Only tterttght or waterproof foams shall be.used: Wet concrete stili note:pourtlRto displace waterzwithiit the forms:. _ �� ,..i o� . .�_, 19.-Storni Water Control Re aired Storm water from the dr�c�evcra and the roof must be ctrected to drywells located upslope of theµLCGD described above Dryvells must be�n31ed #h1n months of the subinission oflhe:Not ce,of oini rencen ent 20„ Permanent Finm Itequu-ed A°pern3w;'i fence must lie installed along`thSip e laic iabeledy"t'rolect Limiting Wood Rail Ferree',as,sliown inn theapprouecl plans post and,rail fence r sufi"ioen#,3y '1'C, .; . stockade:, or chainIinlc are also:_�acceptable..., 2Y. Seed, Milch Di4iikbed Areas All areas of soil disturbance lesultingyfroni this project shall be seeded vitli%ars approprrate;perenival grass,:n rdulched: �rith st OdIA ie o0 cs�tnplet}c�n.of the: project, wf final graduig,or_by_theexpirahQn oftlie permYt,whicl3ever tsfirs# 22. Temporary Mulcl�,l=�na1'Seedxng T#seedin, g is itnractieable due toe tune of year,a temporary' mulch shall be applied:ond°final seeding shall be peg formed at the earliest opportui7city when weather" condttioiis favor gennuiatian acid growth buff not more tl%an six ninths afterzoaecl cQnipYetoil 7-- �._... r... . ....t NEW,Y.�RK STATE DEPAR;TiYtt1VT�� E1Yltt0\�IIJ��TAL C4t�SER�ATU\:> '�' I<acility DEC ID't 473&i?47t 23. Minimum`%Vegetgtive hftried'as %area vegetative cover with contiguous Vnvegetated areas.no 1'arger tlian 1 square:foot in size 24.. materials Disposed°at.iTpland ite Any:deynolit on deb r s execs,construct on materiat5,.aild/ r excess excavated naterials:shall:be inztnediately and;catnpletely disposed of in afiI authorized solid waste management facility These materials shall be suitably Stabzlrzed as nod to to enter any water body;wetland'or wetland;''A" e"t area; 25. No Construction Debris in Wetland or Adjacent Area Any debris oriexcess inateriai from construetion:of this,prolectshall::be completely removed from theadlacent area{upland) and removed,to, an approved upland;area for disposal: No deUns �s permitted m �vetands an'dfcir protected buffer areas Z6 State Nat,L g ialbie,for I)axn a The State,of New York shall in no case be liable for any damage of in u to the.atructui a or work Herein authorized which nzay sbe caused ly or result from future , ry . operationsundertaken by.the State for the conservation or°.improve-i ierit of navigation,or far>other w purposes, and no claim or right.to compensation,shall:;accrue from anyauch.damage. 27. Precautions Against Oontaminap"of Waters All+necessary precautio ns shall be taken to preclude contamiriatian of°any wetland.or waterway'by suspended solids, sedirnents;:fiiels .solvents, lubricants, epoxy coatings,paints, eoncrete, leachate or ary other environmentally d'eleteriaus materials associated,with-the project: 2 . State May Requrrete:Restorataon tf:upon the expiration or revocation of this permit,the project,hereby authorized has not been completed,xhe applicant shall,without expense to the State;anis' x - to such extent andrin such lime:and maurier as the Department of Environmental Conseivatlon:may lawfully require,remove all ar any,portion,of theuncompleted structure ar fill and restore:the site to its former condition I Io clai ri.shall be,riiadpagalnst:the State of New Ybrk:on'raccount of aiiy such:; removal or alteration,, 29. State Ma Order Removal or Alteration of WdiAk If future operations.l}y the State of New York tl require an alteration in the position of the structw e or work herein authorized;or,if,iri the opinion of e, Department of Environmental Conservation it shall cause unreasonable obstxtction to the free navi:ation of said waters-or flood flows or,endangei the'health,safety or welfare of'fthe people of the State, or,cause.lass,or,des ructioia of the naiural resources;of the,%Ate,=the owner may be=ordered by the Departmeiit to remove or>alter the structural--work,'obstructions,-or hazards caused Chereb + without: expense to tle State, and if,upon the expiration or revocation af:this pernut,the structure,fill excavation,,or otiier modification of the watercourse hereby,authorized shall not be-compl."eted,Vie;: ow�iers, shall,without expense'.to the State,;and to:'such:>extent.and rn;such.tirne aridmaniier asthe Departmeni.of Environmental Conservation-may_:require,remaye all or any portion;of the uncompleted structure or fill anci'restore ta..its former coriditian.tiie navigable and flaod,capaciry'of the!:v+iatercourse. of New Fork of account.afany No claim shall:be made.against the State. such reinoval:4r alteration. Page 5`;of7' `EW YORK;STATE;DEPART`VIEANT O1� E\V,RO NIE fTAI:rCOI�SE �'ATlt7`: `�` Facitity DEC l6 1 473&D4714 GENERAUj�ONI TIONS: ;Appy to AUI Authori ed",P4m;lts. or s,, :.. D� �r menu The. eixnttted site.cin factiz tn�ludtn releuant r�c ,. .. . .. .m is subject to utspection at.reasonable hags andn#ervals i� an athortzed to resentatte of the Department cif Envtronmetital Ganservatton(the Departmenf to determine whe#her the p�rmtttees complying with th;s�,pemut,and die PCZ.°, Succi repre�enta �re.ma�ander the�nr�C suspe�aded pursr�ant to ECL 71 , 03.01 and SADA 40I{3)., The perrnxttee shall ptovtde a person to accompany the Department`s represen#at�ve during an insectaon to.the perrntt:area when requested!by the L3epatnietit. A copy of flus perm# including all referenced-maps drawings amid special condtttons,,must be'available far itzspectionby the.Departtnentat all,times..at the,poject site or faetlity Fature to�pr4duce,a copy cif M., the permit up n request by'a Depar mer t represen#ati ve is,a Ytalattbn of this permit 2. Reiatiblislip of this P:ermttto.,Otfier Department tJr".ders and I?etermtnatzous Unless expressly provided for-b' the;Department,rssuane of#lits perm#dogs not modify, supersede or rescind ani+ order or dete,ft tit at on previously issued by the Department ctr.any ofrthe?terms, conditions or:requtreirient§: contained,tn such-,order ar a#a nunation„, 3. Applications For Pertutt Renew`,als',NTocitficatlous—i”Trnnsfea's Thep rmtttee must submit.a separate written application to the Department for permit renewal,modif,cattoxi ar,tattsfer of thus pernut:. Such appltcatton mustnclud only fgtns ar supplernenta tnfarmatton the Department rec}tures Any renewal,_modif caftan ar transfer grana d_by"t,t,Departtnetit ntitst-;fie to ting ' S i nissrtit af applicattans for penntt.renewat,tnodttcation;,ar,trasfer are to be submitted x Regional'Permit-Adfn stratar` NY5I?�C RegtcSn I Headquarters SUNY�a Stony Brao1cJ50 Circle Rcl . . Stang Brook,NY11790 -3409 .,. 4. Subimzssion AR"enevva�l ApplYcahQn The permittee triust submt#a renewal appltcat�ort at least 30 days befoierpermtt exptrat+au for ttxe.Ffollowin peat authorizations:"Fresh� ater Vetlantis,Tidal` Wetlands. Permit Modtficattons,:,Suspens►orts and"I ovations by the Department The Department reserves the right to';exerese.nll;ar�ailable authority;ta rnodtfy, suspend oi,revoke flus permit Tie:' grounds for..modrf cat�oti,suspension or re�ocat<oii include a. materially false or;inaccurate statements 7n Elie perinat appl� n rrupparttng paps., b. failure by.the permtttee.:tc�-comply°with any,,tennis or=.concltti ris:of the permit c.. ,e�eeedtng::tle supe of.tie.project.asdescrbed_irithe permit applreaton; NENV,YORK.STATE PE PA RT M EN"T OR"ENVIRQIN1MENT-kL qN, $ERVAT,,101 Facility DEC ID 1-4738-04714 d. newly discovered material tnfortnatton",or.a matei.iai change in erivirt7)nmeiital conditions. relevant technology'or applicable.law or regiilatioi s since�4he:issuance of the exist ing.per,mit e. noncompliance with previously issued permit conditions; orders of the.commissioner, any provisions of the,Environmental,Conservation Lahr.or regulatzous of the Depai tment related to the permitted activ►:ty; 6. Permit Transfer Pennits":are,.transferrable iinless specifically prohibited by statute;,regulaton.or another peri riit condition, Applications,for peimrt transfer'shoulclJibe°submitted pnorto actual transfer of ownership. N® TIFIC'TI N OF ClT�IE PER IITTVE ATI,9 Item A: Permittee,Accepts.Legal Responsibility-and A:grees.to lndemnificaiiou The permittee;excepting state or fetietai.agencres; zxpiessly agrees to.is the. Department of Environmental Conservation.of the'State-of New'York, its tepresentatives,:employ=ees, and agents("DEC") for all claims, suits, actions, and:damages,to the;exxtent attributable to the permittee's acts.or"omissions in connection with ihe.;perinttee's undertaking of:acfitvities iri.connection with,:or operation and maintenance of °the facility or,facilities authorized bywthe permit whether.in compliance or.not iii com`p'liance,wmtli{the terms and conditions of the permit This indemnification does not extend to any"claims, suits,actions; or,damages'°to the exteiitattributable.to DEC's own negligent or intentional.acts-or omissions, 6r-.,to any,clai ns, suits; on actions gaming the DEC and ansirig under" Article 78 of the'New Yotk Civil Practice Laws amid Rules ovnycit zen.su t or civil rights„provision cinder federal or.state laws: Item.B: Perinittee"s CohtraCtors to Comply with;Perm t The permittee ms responsible for:informing its independent contractors,,empa le}Tees,agents.: rid assigns of their'respons bility`to comply with this permit,nicluding all special conditions while acting as the " ,. permittee's agent with.respect to the:,permitted activeTsu,jecv,to tlie.same sanctions for violations.of the Environmental°Conservation Law as those prescribed for thepermittee., Item C. .PermitteiResponsible for obtaining Other Required Per i The permittee is respoiisble.foi.,obtainingony other pernits; approvals, lands, easementsand rights-of way that may:be required to;carry.out the activities,that:are:autliorizecl” .y this permit: Item D: No.Right.to Trespass or Wterfere With-Ripar an Rights This permit.does_not convey to;the pei�xiittee,any right to,trespass upon the lands or interfere with elle riparian rights of others:in order to perform the peIimittedwork ifb does it authorize the impairment of any rights,title,,or:`interest"in-mail orpei sonal property held orested::;in a pexson not:%a party"to the permit. Page 7 of:7. NOTICE COVENANT TO THE DEED DECLARATION i THIS DECLARATION, dated day of June , 2020, is made by JESSIE M. VEROSTEK, as Trustee of the Conrad A. Verostek Family Trust an the Jessie M. Verostek Family Trust (hereinafter the "Declarant"), whose address is 50 Grove Road, Southold, New York 11971 WHEREAS, the Declarant is the owner of certain real property located in the Town of Southold County of Suffolk, State of new York, Tax Map#District 1000, Section 135, Bloc 4-11%, (hereinafter referred to as,the "Property"); and 'WHEREAS, the Property;is situated in or adjacent to regulated tidal wetlands which have been inventoried and mapped by the New York State Department of Environmental Conservation (hereinafter"Department", pursuant to Environmental Conservation Law (hereinafter"ECL")Article 25 (also known as "The Tidal'Wetlands Act") and Part 661 of the New York Code of Rules and Regulations (hereinafter"6 NYCPR"); and WHEREAS, various activities conducted both in and adjacent to tidal wetlands are regulated by the Department pursuant to ECL Article 25 and part 662 of 6NYCRR and require written authorization from the Department prior to being conducted. NOW, THEREFORE, in recognition of the Department's jurisdiction as set froth above, it is the responsibility of a party having any right,title, or interest in the Property, to obtain from the Department or any successor organization, a current description of all activities which are regulated pursuant to ECL Article 25 and Part 661 of 6 NYCRR, and to obtain written authorization from the Department prior to such regulated activities being conducted on the property. Regulated activities include, but are not limited to clearing of vegetation; application of chemicals; excavation; grading and filling; dredging; erection of structures; construction or reconstruction of shoreline erosion structures; and construction and reconstruction of docks and bulkheads. BY: Jessie M. Verostek State of New York) ss: County of Suffolk ,• On this "day of June, 2020, before, the undersigned, personally appeared JESSIE M. VEROSTEK, personally known to me or proved to me on the basis of satisfactory evidence to the be individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. Notaryis pATRm C MOORE WpMW PUBLIC,STATE OF NEW YM Registration Na 0IM04861668 (qualified in Saf[ok GW* My mon E*MJ me 1% NOTICE COVENANT TO THE DEED DECLARATION THIS DECLARATION, dated day of June, 2020, is made by JESSIE M. VEROSTEK as Trustee of the Conrad A. Verostek Family Trust and the Jessie M. Verostek Family Trust (hereinafter the "Declarant"), whose address is 50 Grove Road, Southold NY 11971 WHEREAS, the Declarant is the owner of certain real property located in the town of Southld County of Suffolk, State of New York, Tax Map# District 1000, Section 135, Block, hereinafter referred to as the "Property"); and WHEREAS, the Propertyis situated in or adjacent to regulated freshwater wetland SO- 61 of the Southold Quadrangle which have been inventoried and mapped by the New York State Department of Environmental Conservation (hereinafter"Department", pursuant to Environmental Conservation Law(hereinafter"ECU)Article 24 (also known as"The Freshwater Wetlands Act") and Part 664 of Title 6 of the New York Code of Rules and Regulations (hereinafter"6 NYCRR"); and WHEREAS, various activities conducted both in and adjacent to freshwater wetlands are regulated by the Department pursuant to ECL Article 24 and part 663 of 6 NYCRR and require written authorization from the Department prior to being conducted. NOW, THEREFORE, in recognition of the Department's jurisdiction as set froth above, it is the responsibility of a party having any right, title, or interest in the Property, to obtain from the Department or any successor organization, a current description of all activities which are regulated pursuant to ECL Article 24 and Part 663 of 6 NYCRR, and to obtain written authorization from the Department prior to such regulated activities being conducted on the property. Regulated activities include, but are not limited to clearing of vegetation; application of chemicals; excavation; grading and filling; dredging; erection of structures.' BY: JesMM. Verostek State of New York) ss: County of On this, day of June, 2020 before, the undersigned, personally appeared JESSIE M. VEROSTEK personally known to me or proved to me on the basis of satisfactory evidence to the be individual(s)1 whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. BETS`e A. PERKINS Notary Public, State of New York No.01 PL61,30P,36 otary ub Quaiified in Suffolk Coun Commission ExNiras July 18,� i YlYlr.Gir,�„I µl � Of F04&��i BUfL-DING DEPARTMENT-Electrical Inspector �0�0 6OGr AUG 1 9 2021 TOWN OFSOUTHOLD Hall Annex- 54375 Main Road - PO Box 1179 �- 0 Southold, New York 11971-0959 �.�0 ao�'� Telephone (631)'765-1802>- FAX (631) 765-9502 rogerra-southoldtownny-gov—sea ndpsoutholdtownny:gov APPLICATION FOR.ELECTRICAL]NSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: R -,bC.A i crn� ►C e.S Lr),G.' Name: v1Cc� O r �2 License No.: 4Dgg_ email: f o eleG iG52.r cEsC q�nui f •Cr�r►'I Phone No: ]I request amema l,.,copy.rof Certificate ofrCompl ance Address.: 2. �3 (�t�Cd� cxv �Y-enftoIDac �`� )I �414 JOB SITE INFORMATION (All Information Required) " Name: U/ )'09 � Address: ,IV.Ve . u Cross Street: Phone No.: Bldg.Permit#: (p (per email: FfiWy O-Dnl Tax Map District: '1000 Section: Block: 3`' " ' Lot _�23 BRIEF DESCRIPTION OF WORK (Please Print•Clearly) s A Check All That Apply: " Is job ready for inspection?: ' QYES' "ONO` ORough ,ln OFinal Do you need a Temp Certificate?: e"5gYES 'ONO Issued On Zl Temp Informati (All information required) Service Size Effl.Ph E]3-Ph. ,Size: A #Meters Old',Meter# -, New Service ❑'Service Reconnect 5j'0 Undergroundl�jOverhead #Undergrourid'Laterals 01 02 H Frame Opole WorK,done.on Service? OY ON. Additional-Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx I 1 g � �1 o��S�FFD(K AUG 9 202113WLDING DEPARTMENT Electrical Inspector TOWN-OF SOUTHOLD N ,HaII Annex 5437,5 Main Road PO:Box 117.9 fsL7td T�f"v' � o �. Southold, New York 11971 0959 yh�l �S� `l•elp�ione (631)765°1802 FAX(631)-765-9502 ' x �,�{� rogerr cr southoldtownnygov �seandCa outhoadtawnnygov APPLICA AT F®.R ELECTRICAL-I.NSPECTION _ r. ..:� _.r, s� `ss .„s.-'� ELECTRICIAN INFORMATIONT(an Information Required) Company lslame- 7E .C,kiYtC'D.� a,;v � Name x.. xz 3X ,.t 3A' mali. License No t1E= �`Ool3r� -r � � =lC:52Y � eS'� , rnu�ly Ct�YYI NPhone Nom 4a- � S b�1 5<S 3Ydra°l` lgrequetanem IcopyofCertlflcate ofGompllarrc� x x r �"i n F-.Yrc^, �': hY s ""' f ; t•a r�• �° Address;, (ah.ce - -}carejrl ;�.7tu@ . 1t „ 1 A .y s r< w ., .. .. ._ ,.. ..fie.,..v .�....-."F ......, ;VY .�..s,:wx t _.,�.:r.:. ,_r".r.�:..s” v<u'#.. r t., ..„•`eta .a� �;>�a s�.�3�"":,:`a�, a�. ''Y -?�� ....t,aY'r" r . '. ,^t i s •;•" v x {t, 4w# k yr`�'x <'. s '°• `� zr�.p 1�di&R,'X JOB'SITE:INFORMATION (ATI Informa>aon Regwre ,�� 'f � Name k w `y. } � - .. *�� a z£a N'F <ss' ;., ar tx#.2�t"1'���' <.:�s^�i. ,� � `5a'i^ •� � �sup � r�, ry v�' -�, . Adtlresszx • ��� .. � s .� �- :v r i"wcs �.x�a.. '4'' r_ `a`s��x r+ �rX f�'��k�§ ''�L,ss"'�pr„r�t`�,7���s Phone sr ren a s r _ s �� Ea x •. Y s y.' t R'r; & 8 S - .� t 5 't1 i' ,.r,3 .azt ! .a".r Y m 4"" pY y ,C - "t"i '•�. y k Blda.n r SS_ dae 3 x S grPermtt# to �y _ N emtlrl��tc�r: �i �5i OYr �, Dti�t ti. 41 r S_ a •tr "T w".,'.., .�at'y t r £ S 3^'�*c^s o-; 5 ✓ - n 'ezm'" .0 r X } �x 5 3•x. r E Y .0 X1000 Secon � �. Block3 � x Lot 03 .BRIEF DESCRIPI'10l`f;OFWORK(Please,Prtnt�C[ea�ly) � au iris% R; .�'• 7y�' Z `t"'""t:-.-5 -eb� ri ,t v a -�' ''" s w.ri 4 k r �.�rs 6 ,,��tt* x'z. .-r'r�•rrlrsY wl� z '�# .=cSu7 +i�k'"��r,,•� t.EYsY+sa€ ,. , harp's f �J ^� •:. c e ,a�? ;�cfi `stria 4d r ;,titx � 'Y tom., Check All That APpIY r ,h �atL a, : .z .a,.-gym. S � = '" r tv 'kc�" 'EN _ ,?."a..1 _.u:'" tsrtob'readyfor lnspectlnn7x� dYES3Rowgh�ln ; ° Final .(,� -: ^, am�••'�' �,�� ugx � sk�fir'>T.'w'Y?r t us���!•.;at t� r X �Ls wrr ' Do�you need a TempCertrfica#e7 F �YES NO � �glssued On,r��s.l 7 'r aa,?',.s::::#r'�,'srv..o _.'"'i. x }3�y,.p ' i'•r'z Y C.// r S 4 a .m• -..,m"' r -a:,` a v2^`aar�€^sx rw•m}. z .... y, r K Temp�lnformati $ (AU tnformatron_required) ;. * h ` rrl ,f z r d.lr -i"A i �". u s F. sr i t!. e`'Z�t4•�w * OXY •v t:x xr" r h fi .. t, x' .y rX "1.ci 1'n ` ku. : Y, "0"? t, v"a"- "y„dtaq�Rg F�``a.1f h �; Servtce Stae 1xPfi 3 Ph 4. �K, S¢e °�'r A�i#Meters '��� �� ' r- 4i 4 'x=, . New Servtce SerAdwcon Fienect Q,Underground Overhead r �t a t r,t`; 9,11 rz�f1�.4.;.�,� � � �1C; �zYY-`` s�d.� r�� .;�3a s � n�n3• }Yi j i -t r on Servtce Y N #Underground Laterals Q1 s 2, HJFrame OPolef , zVifork done! ? 0 �kY3 e 5✓', '(r>E"• < tl ? k�� a, i ;7y ..Y, t�' 4 ':to .•`"` -w f 3xi `r -t, £ - Y Additional Information �k ',.k t t a�' ,} { w'M4". a Y ti"s R.�. {s5 �S �S'� � z ,r. d t 1 r"^ „3•"k•l�:+�. t,,,r*`r *� c `¢n r � a r _ �� ,�b� �,� ;� 7Xk � ^�3"��'4a"�S�S`�i`..'.L w Y C�•S p.�,'�S .#, S' i d J k �,�� t �t---J ,� :�'Y� N� Eh.??'A�*i��*3 F F � s S „"a •v%«a: �e 5"'�` s � -e,ar ��L t a E. --f �. `�s7'�r" _ .,� ._: ..« x .. .,,.,. 'E1... s,•^,� {PAYMENT DUE K' CATION f� W D. EIwt'nm Inspection Form 2020.xlsx Ls "Esoaneado con CeamStrsumer PERMIT# Address: Switches t Outlets � 1 G F I's I� Surface; Sconces UC Lts Fans "` F'rrdge Exhaust Oven $"L W/D Smokes DW Mini. :`? ,C2rbc�n :' ,, Micro"{. P �/ :_..: Generator C.00lttop ACI AH,. Hood 4 Service Amps .< Have Used Special: Comments: { 1 I ATE .�c®® CERTIFICATE OF LIABILITY INSURANCE D01/12/2021I� 01/12/2021 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(les) must 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 Completely Covered Insurance Agency, Inc NAME: 5649 Merrick Road PHONE . 516-795-2642 FAX No):516-795-3634 Massapequa,New York 11758 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A: US Underwriters ter s Ins. CO. INSURED INSURER B: Swan Harbor Home Inc C/O MARK LAZAROVIC INSURER C: 59 Sintsink Dr W INSURER D: PortWashington, NY 11050 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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 SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000.000 DAMAGE TO RENTED PREMISES Ea occurrence $ COMMERCIAL GENERAL LIABILITY 100,000 _ A CLAIMS-MADE R] OCCUR X CL3566331D 0/10/20 10/10/21 MED EXP(Any one person) $ 5,000 PERSONAL BADV INJURY $ 1,000.000 GENERAL AGGREGATE $ 2,000.000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000.000 POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ VtDEDT RETENTION$ $ WORKERS COMPENSATIONWC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N Y LIMI_ ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Certificate Holder and the following listed are listed as Additional Insured with respect to General Liability. CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD 54375 ROUTE 25 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE SOUTHOLD, NY 11971 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORI:'^ v I soo-cu I u AL Unlj e,vnrvrtw 1 iviv. nu ri9nw reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,2ND FLR,MELVILLE,NEW YORK 11747-3166 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 °^AA^A 113317402 SWAN HARBOR HOMES INC 59 SINTSINK DR WEST PORT WASHINGTON NY 110502015 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER 65 GROVE ROAD SWAN HARBOR HOMES INC TOWN OF SOUTHOLD 59 SINTSINK DR WEST 54375 MAIN ROAD PORT WASHINGTON NY 110502015 P.O. BOX 1179 SOUTH NY 11971-0959 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE H 1179 824-6 1049 06/22/2020 TO 06/22/2021 1/14/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1179 824-6, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.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. MARK LAZAROVIC PRESIDENT OF SWAN HARBOR HOMES 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 INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:970732556 4 L NE workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW 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) 1 b.Business Telephone Number of Insured SWAN HARBOR HOMES INC (516)883-8171 59 SINTSINK DR W PORT WASHINGTON,NY 11050 1 c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to Number certain locations In New'York State,i.e.,a Wrap-Up Policy) 113317402 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD 54375 MAIN ROAD 3b.Policy Number of Entity Listed in Box"1 a" P.O.BOX 1179 DBL 5503 69-4 SOUTHOLD,NY 11971-0959 3c.Policy effective period 03/23/2020 to 03/23/2021 4.Policy provides the following benefits: ® A.Both disability and paid family leave benefits ❑ B. Disability benefits only ❑ C.Paid family leave benefits only 5.Policy covers: ® 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 perjury,I 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 1/14/2021 By 7 (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Name and Title Melissa Jensen,Director of Disability Insurance Unit IMPORTANT: If Box 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,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, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(only if sox 4C or 56 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 By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form D8-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) Certificate Number 627111 Pro National Title Agency 6901 Jericho Tpke, Suite 210,Syosset, NY 11791 TITLE No: PNTSS25827S SINGLE AND SEPARATE SEARCH CERTIFIES TO: TOWN OF SOUTHOLD 41405 ROUTE 25 PECONIC,NY 11958 Our Company has completed a single and separate search for the above referenced premises and on the lots contiguous to the subject premises. The attached has been found of record at the Office of the County Clerk for the County of Suffolk Premises: 65 Grove Road, Southold,NY(1000-135.00-03.00-023.000) 55 Mill Creek Drive. Southold,NY(1000-135.00-03.00-024.000) 145 Mill Creek Drive, Southold,NY(1000-135.00-03.00-025.000) 235 Mill Creek Drive, Southold,NY(1000-135.00-03.00-026.000) 305 Mill Creek Drive, Southold,NY(1000-135.00-03.00-028.001) No#North Road, Southold,NY(1000-135.00-03.00-022.000) THE LIABILITY OF THE COMPANY UNDER THIS SEARCH IS LIMITED TO $25,000.000 FOR ANY REASON. Certified as of 3/23/2021 at 9:00 A.M. Pro National a gency BY: Jeremy S.Berlin,Esq. Chief Counsel Sworn to before me this 23' day of March,2021 NICOLA A. DIDIO I Notary Public-State of New Yr'* (,�.�(•fj No.01[)16193336 notary Qualffied in Nassau Coun'iy My Commission Expires September 15,20V1 Pr® National Title Agency 6901 Jericho.Tpke,Suite 210, Syosset,W 11791 Single and Separate Search Continued... PNTSS25827S DEED CHAIN FOR SUBJECT PREMISES: 65 Grove Road, Southold, NY 11971 DISTRICT: 1000 SECTION: 135.00 BLOCK: 03.00 LOT: 023.000 FROM: Anna B. Richmond TO: Henry J. Smith DATED 1/20/1948 RECORDED 1/20/1948 LIBER 2793 PAGE 458 • NOTE: Conveys Lot 023.000 and more FROM: Henry J. Smith TO: Conrad Verostek and Jessie Verostek,his wife DATED 11/1/1982 RECORDED 11/26/1982 REEL/LIBER 9275 PAGE 533 • NOTE: Conveys Lot 023.000 (only) FROM: Conrad Verostek and Jessie Verostek, his wife TO: Conrad A. Verostek and Jessie M. Verostek, Trustees or their successors in trust under the Verostek Living Trust dated 9/16/1998 DATED 9/16/1998 RECORDED 11/2/1998 LIBER 11926 PAGE 277 • NOTE: Conveys Lot 023.000(only) FROM: Jessie M. Verostek,Trustee of the Verostek Living Trust dated 9/16/1998 TO: Jessie M. Verostek,Trustee of the Conrad A. Verostek Family Trust as to an undivided 50% interest and Jessie Verostek Trustee of the Jessie Verostek Revocable Living Trust dated 7/17/2001 as to an undivided 50% interest DATED 7/17/2001 RECORDED 1/24/2003 LIBER 12231 PAGE 988 • NOTE: Conveys Lot 023.000(only) • NOTE: LAST DEED OF RECORD ti v F Pro National Title Agency 6901 Jericho Tpke, Suite 210, Syosset, NY 11791 Single and Separate Search Continued... PNTSS25827S DEED CHAIN FOR PREMISES ADJACENT WESTERLY: 55 MILL CREEK DRIVE, SOUTHOLD, NY DISTRICT: 1000 SECTION: 135.00 BLOCK: 03.00 LOT: 024.000 FROM: Anna B. Richmond TO: Henry J. Smith DATED 1/20/1948 RECORDED 1/20/1948 LIBER 2793 PAGE 458 • NOTE: Conveys Lot 024.000 and more. FROM: Henry J. Smith TO: Walter Staron and Marie N. Staron, his wife DATED 1/13/1959 RECORDED 2/10/1959 LIBER 4585 PAGE 440 • NOTE: Conveys a portion of Lot 024.000 (only) FROM: Walter Staron and Marie N. Staron, his wife TO: Marie N. Staron DATED 8/16/1963 RECORDED 9/16/1963 LIBER 5415 PAGE 242 • NOTE: Conveys a portion of Lot 024.000 (only) FROM: Marie H. Doyle f/k/a marie N. Hansen f/k/a Marie N. Staron TO: John L. Hyde and Irene B. Hyde, his wife DATED 5/4/1966 RECORDED 5/5/1966 LIBER 5951 PAGE 577 • NOTE: Conveys a portion of Lot 024.000 (only) FROM: Henry Smith TO: John L. Hyde and Irene B. Hyde, his wife DATED 4/13/1967 RECORDED 5/15/1967 LIBER 6152 PAGE 120 • NOTE: Conveys a portion of Lot 024.000 (only) Pro National ' le A ency BY: eremy S. Berlin, Esq. Chief Counsel Sworn to before me this 23rd day of March, 2021 �����'A. ®�®�� Notary Public-State of New Yo7k No.01 DI6193336 Qualified in Nassau County );4 My Commission Expires September 15,201 notary Pro National Title Agency 6901 Jericho Tpke, Suite 210, Syosset, NY 11791 Single and Separate Search Continued... PNTSS25827S DEED CHAIN FOR PREMISES ADJACENT WESTERLY CONTINUED: 55 MILL CREEK DRIVE, SOUTHOLD, NY DISTRICT: 1000 SECTION: 135.00 BLOCK: 03.00 LOT: 024.000 FROM: John L. Hyde and Irene B. Hyde TO: Irene B. Hyde DATED 6/28/1978 RECORDED 8/1/1978 LIBER 8471 PAGE 107 • NOTE: Conveys all of Lot 024.000 (only) FROM: Irene B. Hyde TO: Judith B. Fischer—Subject to the Life Estate in favor of Irene B. Hyde DATED 9/4/1984 RECORDED 9/18/1984 LIBER 9643 PAGE 134 • NOTE: Conveys all of Lot 024.000 (only) FROM: Judith B. Fischer and Irene B. Hyde TO: Donald Zieran DATED 6/2/1989 RECORDED 9/25/1989 LIBER 10935 PAGE 359 • NOTE: Conveys all of Lot 024.000 (only) • NOTE: LAST DEED OF RECORD Pro National T' A ency BY: J emy S. Berlin, Esq. Chief Counsel Sworn to before me this 231d day of March, 2021 NICOLA A. DIDIO L4 [rotary Public-State of Ne�.� /91 wiQ No.01 DI6193336 notary Qualified in Nassau Couniy [Uly Cemmission Expires September 1 F,20 t Pro National Title Agency 6901 Jericho Tpke, Suite 210, Syosset, NY 11791 Single and Separate Search Continued... PNTSS25827S DEED CHAIN FOR PREMISES ADJACENT WESTERLY: 145 MILL CREEK DRIVE, SOUTHOLD, NY DISTRICT: 1000 SECTION: 135.00 BLOCK: 03.00 LOT: 025.000 FROM: Anna B. Richmond TO: Henry J. Smith DATED 1/20/1948 RECORDED 1/20/1948 LIBER 2793 PAGE 458 • NOTE: Conveys Lot 025.000and more FROM: Henry J. Smith TO: Mary S. Bond DATED 9/3/1957 RECORDED 9/13/1957 LIBER 4360 PAGE 317 • NOTE: Conveys Lot 025.000 (only) FROM: Mary S. Bond TO: William C. Bond DATED 4/27/1977 RECORDED 5/2/1977 LIBER 8227 PAGE 549 • NOTE: Conveys Lot 025.000 (only) FROM: William C. bond TO: J. Craig Wheeler DATED 7/21/1978 RECORDED 7/27/1978 LIBER 8469 PAGE 138 • NOTE: Conveys Lot 025.000 (only) FROM: Charlene Wheeler, as sole devisee under the Last Will & Testament of J. Craig Wheeler TO: Donald Von Eiff and Joan C. Von Eiff, his wife DATED 9/5/1984 RECORDED 9/20/1984 LIBER 9644 PAGE 597 • NOTE: Conveys Lot 025.000 (only) Pro National T' ency BY: J emy S. Berlin, Esq. Chief Counsel Sworn to before me this 231d N1001-A A. DU day March, 2021 NotEry Public-State of New No.01 DI6193`W t / Qualified in Nassau Courtly My Gornrnission Expires September 15,20uy notary Pro National Title Agency 6901 Jericho Tpke, Suite 210, Syosset, NY 11791 Single and Separate Search Continued... PNTSS25827S DEED CHAIN FOR PREMISES ADJACENT WESTERLY CONTINUED: 235 MILL CREEK ROAD, SOUTHOLD, NY DISTRICT: 1000 SECTION: 135.00 BLOCK: 03.00 LOT: 026.000 FROM: Donald Von Eiff as surviving tenant by the entirety of Joan C. Von Eiff TO: Keith Von Eiff DATED 11/7/2001 RECORDED 11/16/2001 LIBER 12153 PAGE 489 • NOTE: Conveys Lot 025.000 (only) FROM: Keith Von Eiff TO: Keith Von Eiff and Mary Von Eiff, husband and wife DATED 9/2/2003 RECORDED 9/16/2003 LIBER 12272 PAGE 234 • NOTE: Conveys Lot 025.000 (only) FROM: Keith Von Eiff and Mary Von Eiff, husband and wife TO: Anthony Lombardo and Rosemarie Lombardo, husband and wife DATED 6/15/2006 RECORDED 6/29/2006 LIBER 12457 PAGE 303 • NOTE: Conveys Lot 025.000 (only) FROM: Anthony Lombardo and Rosemarie Lombardo, his wife TO: Andrew E. Toga and Linda M. Toga, his wife DATED 11/20/2009 RECORDED 12/3/2009 LIBER 12608 PAGE 452 • NOTE: Conveys Lot 025.000 (only) FROM: Andrew M. Toga and Linda M. Toga, his wife TO: Thomas Stephen Treacy DATED 7/7/2014 RECORDED 7/24/2014 LIBER 12782 PAGE 224 • NOTE: Conveys Lot 025.000 (only) • NOTE: LAST DEED OF RECORD Pro National Agency BY: eremy S. Berlin, Esq. Chief Counsel Sworn to before me this 23rd NICOLA A. DID10 kfctaty Public-Stam of N!ctn, day of March, 2021 l,10 01D181w3; a� ,( Qualifisd in Kfais3a�r C.,Ou i y /'+ Hilo(CO,7 ttisslcn Expire Sep'inn oer {Ir notary Pro National Title Agency 6901 Jericho Tpke, Suite 210, Syosset, NY 11791 Single and Separate Search Continued... PNTSS25827S DEED CHAIN FOR PREMISES ADJACENT WESTERLY: 305 MILL CREEK DRIVE, SOUTHOLD, NY DISTRICT: 1000 SECTION: 135.00 BLOCK: 03.00 LOT: 028.001 FROM: Anna B. Richmond TO: Henry J. Smith DATED 1/20/1948 RECORDED 1/20/1948 LIBER 2793 PAGE 458 • NOTE: Conveys Lot 028.001 and more FROM: Henry J. Smith TO: Edward E. Selover and Camille Selover, his wife DATED 10/15/1949 RECORDED 10/20/1949 LIBER 3007 PAGE 466 • NOTE: Conveys a portion of Lot 028.001 (Southerly portion) FROM: Edward E. Selover and Camille Selover, his wife TO: John H. Dunn, Jr. and Harriett L. Dunn, his wife DATED 4/27/1953 RECORDED 4/29/1953 LIBER 3507 PAGE 578 • NOTE: Conveys a portion of Lot 028.001 (Southerly portion) FROM: Henry J. Smith TO: Austin P. Duff and Dorothy M. Duff, his wife DATED 1/17/1958 RECORDED 1/17/1958 LIBER 4417 PAGE 370 • NOTE: Conveys a portion of Lot 028.001 (Northerly portion) FROM: Austin P. Duff and Dorothy M. Duff, his wife TO: John S.Weigert DATED 10/28/19.59 RECORDED 10/29/1959 LIBER 4717 PAGE 67 • NOTE: Conveys a portion of Lot 028.000 (Northerly Portion) FROM: John S.Weigert TO: Robert D. Eskin and Louise Eskin, his wife DATED 5/18/1961 RECORDED 6/2/1961 REEL/ LIBER 4995 PAGE 50 • NOTE: Conveys a portion of Lot 028.001 (Northerly portion) Pro Nation Title A ency BY: J remy S. Berlin, Esq. hief Counsel Sworn to before me this 23rd NECOLADID10 day f March, 2021 �� ,�,,,�. Rc.w�r,i C�ub6ic-Stats Of �: , At Qu ?iti r�ir3 4*T;s yea ow.q�'n�, notary My _'VTEEs Lei tee?.es 10,21'4„ Pro National Title Agency 6901 Jericho Tpke, Suite 210, Syosset, NY 11791 Single and Separate Search Continued... PNTSS25827S DEED CHAIN FOR PREMISES ADJACENT WESTERLY CONTINUED: 305 MILL CREEK DRIVE, SOUTHOLD, NY DISTRICT: 1000 SECTION: 135.00 BLOCK: 03.00 LOT: 028.001 FROM: John H. Dunn, Jr. and Harriet L. Dunn, his wife TO: William O. McBride and Ethel A. McBride, his wife DATED 7/7/1961 RECORDED 7/11/1961 REEL/LIBER 5014 PAGE 352 • NOTE: Conveys a portion of Lot 028.001 (Southerly portion) FROM: William O. McBride and Ethel A. McBride, his wife TO: Conrad A. Verostek DATED 2/21/1969 RECORDED 2/26/1969 LIBER 6511 PAGE 3 • NOTE: Conveys a portion of Lot 028.001 (Southerly portion) FROM: Conrad A. Verostek TO: Albert D. Eskin and Louise Eskin, his wife DATED 12/5/1969 RECORDED 12/10/1969 LIBER 6672 PAGE 499 • NOTE: Conveys a portion of Lot 028.001 (Southerly portion) FROM: Albert D. Eskin, surviving tenant TO: Karl A. Haerr and Julie Ann Haerr, his wife DATED 10/3/1980 RECORDED 10/9/1980 LIBER 8895 PAGE 377 • NOTE: Conveys all of Lot 028.001 FROM: Karl A. Haerr and Julie Ann Haerr, his wife TO: Julie Ann Haerr DATED 6/12/2001 RECORDED 8/27/2001 LIBER 12138 PAGE 264 • NOTE: Conveys all of Lot 028.001 • NOTE: LAST DEED OF RECORD Pro National T' a Agen BY: J remy S. Berlin, Esq. hief Counsel Sworn to before me this 23rdf�(� da f March, 2021 �����' � �4 T [`vGz�y IFR, C'I i f :j notary Pro National Title Agency 6901 Jericho Tpke, Suite 210, Syosset, NY 11791 Single and Separate Search Continued... PNTSS25827S DEED CHAIN FOR PREMISES ADJACENT EASTERLY: NO # NORTH ROAD, SOUTHOLD, NY DISTRICT: 1000 SECTION: 135.00 BLOCK: 03.00 LOT: 022.000 FROM: Samuel T. Morris and Mary Morris, his wife TO: Cleveland L. Howard, Edward A. Green and Samuel T. Morris, as Trustees of the Shilo Baptist Church DATED 11/4/1921 RECORDED 11/7/1921 LIBER 1033 PAGE 66 • NOTE: CONVEYS LOT 022.000 • NOTE: LAST DEED OF RECORD DEED CHAIN FOR NORTH ROAD ADJACENT NORTHEASTERLY: SEE STREET REPORT ATTACHED DEED CHAIN FOR GROVE DRIVE ADJACENT SOUTHEASTERLY: SEE STREET REPORT ATTACHED Pro National Tit Ag ncy BY: Je emy S. Berlin. Esq. ief Counsel Sworn to before me this 23rd day f March, 2021 notary HQ.01 r I� 6901 Jericho Turnpike ' Suite 210 ' Syosset ' New York ' 11791 T 1 te-ch Phone(516)390.4300 Fax(516)390.4321 Website:www.valtechresearch.com INFORMATION SERVICE E-mail:info@valtechresearch.com STREET MAINTENANCE REPORT TITLE NUMBER: P350-PNTSS25827S DATE: 3/22/2021 PREMISES: 50 GROVE RD, SOUTHOLD MUNICIPALITY: TOWN OF SOUTHOLD STATE: NEW YORK COUNTY: SUFFOLK DIST: 1000 SECT: 135.00 BLOCK: 03.00 LOT(S): 023.000 PLEASE BE ADVISED THAT THE STREET FRONTING THE ABOVE PREMISES IS: MAINTAINED BY THE ABOVE MUNICIPALITY ❑ DEDICATED TO THE ABOVE MUNICIPALITY ❑ MAINTAINED BY THE COUNTY OF SUFFOLK ❑ MAINTAINED BY THE STATE OF NEW YORK ❑ PENDING SUB-DIVISION ❑ A PRIVATE ROAD ❑ OTHER THE PURPOSE OF THIS SEARCH IS TO PROVIDE STREET MAINTENANCE INFORMATION SUPPLIED BY THE DEPARTMENT OF HIGHWAYS OF THE ABOVE MENTIONED GOVERNMENTAL AGENCY.THIS REPORT IS SUBMITTED FOR INFORMATION PURPOSES ONLY. 25025 6901 Jericho Turnpike ' Suite 210 ' Syosset ' New York ` 11791 l LU ch Phone(516)390.4300 Fax(516)390.4321 Website:www.valtechresearch.com INFORMATION SERVICE E-mail:into@valtechresearch.com STREET MAINTENANCE REPORT TITLE NUMBER: P350 - PNTSS25827SA DATE: 3/22/2021 PREMISES: NORTH RD, SOUTHOLD MUNICIPALITY: TOWN OF SOUTHOLD STATE: NEW YORK COUNTY: SUFFOLK DIST: 1000 SECT: 135.00 BLOCK: 03.00 LOT(S): PLEASE BE ADVISED THAT THE STREET FRONTING THE ABOVE PREMISES IS: ❑ MAINTAINED BY THE ABOVE MUNICIPALITY ❑ DEDICATED TO THE ABOVE MUNICIPALITY ❑e MAINTAINED BY THE COUNTY OF SUFFOLK ❑ MAINTAINED BY THE STATE OF NEW YORK ❑ PENDING SUB-DIVISION ❑ A PRIVATE ROAD ❑ OTHER THE PURPOSE OF THIS SEARCH IS TO PROVIDE STREET MAINTENANCE INFORMATION SUPPLIED BY THE DEPARTMENT OF HIGHWAYS OF THE ABOVE MENTIONED GOVERNMENTAL AGENCY. THIS REPORT IS SUBMITTED FOR INFORMATION PURPOSES ONLY. 25025 P py1 AME,,C �s FirstAmerican Ede � LLQ March 22, 2021 Town of Southold 41405 Route 25 Peconic, NY 11958 RE: Title No: PNTSS25827S Premises: 65 Grove Road,Southold, NY (1000-135.00-03.00-023.000) 55 Mill Creek Drive. Southold, NY(1000-135.00-03.00-024.000) 145 Mill Creek Drive, Southold, NY (1000-135.00-03.00-025.000) 235 Mill Creek Drive, Southold, NY (1000-135.00-03.00-026.000) 305 Mill Creek Drive, Southold, NY (1000-135.00-03.00-028.001) No# North Road, Southold, NY (1000-135.00-03.00-022.000) Dear Sir or Madam: Please be advised that Pro National Title Agency is a duly constituted and authorized agent of First American Title Insurance Company. As such agent, said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles, omit title exceptions, collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. If you have any questions in this regard, please feel free to call me at any time. Very truly yours, Patricia A. La Porta, Esq. New York State Counsel Agency Division PAL/wvp cc: Pro National Title Agency 6901 Jericho Turnpike, Suite 210 Syosset, NY 11791 516-677-9757 666 Third Avenue,5th Floor,New York,NY 10017 TEL 212.381-6600 • Fax 212.922.0881 www.firstamny.com t S.C.T.M. NO. DISTRICT- 1000 SECTION: 135 BLOCK: 3 LOT(S):23 ! ELEV. 14.0 TYPICAL CLEAN OUT CIL ARK BROWN o.8, / 14 LOAM DWELLINGS '' / 13 SLATE OR BROWN W/PUBLIC WATER + I STOPPER END SM pgMYD 2.6' 150' 1 / '0 w/Pu�lc waroz SUITABLE COVER OR PLUG X N�1 ISO, MEDIUM SW SAND 6.5' 4 3 q60' BOW & -'f ZONE AE(EL 6) "' WYE GRAVEL #; FLOOD ZONE BOUNDARY 2�p£� 'ter; 7424,6 00 -� WATER _ELEV 4.1 11 < FLOW WATER IN s e \ SW MEDIUM 6.0' AND GRAVEL XD I/M� ZONE + w m JULY 19, 20193 r .10 N. ST. � K. WOYCHUK LS y:aa (0E1Ans BY TPMM UNT OF AS DOMM BY SUFFVUC ,��• \ CONSUL7M W-MW 31.2DI ° \ \ ...i:.:=:.i:.;..' •+ X00 •4' � g'�• � •• �j, - ii \ \ r - _ a ':isj• ':'' t Q \ 5 `•..95 c m n+a� g , TIOAI.WERANOs SUFFOLK EAS '4SjT�Q��f . � � ��,� ELINFA7ED BY SUFFOUf ETMRO ENTAL +1'+'�l .a -Z,76' R' 14.5 3S• as ' 10 0 O v NSULTQNG.INC.JUNE 10.200 0A ftIC e Ir 81 „� K POND y 5� �. 4 \ .p (3)ADdiIOPNL WE7tAND F'IAGmNO i, �` AS DE1.MFj11ED BY NYSDEC \ i �_. DWELLINGS ' ``-- W/PUBLIC WATER 150' 1 i• S� W�WE LLIN i \ C WATER 150' PRE-DUSITNG AVERAGE FRONT YARD SETBACK ALONG THE EASTERLY SIDE OF GROVE ROAD = 40.5f / SITE PLAN � (3 NEAREST HOMES) PRE-EXISTING AVERAGE FRONT YARD SETBACK AT G R 0 VE R D. \ ALONG THE NORTHERLY SIDE OF MILL LANE = 36.6'f (3 NEAREST HOMES) I 7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA71ONS SHOWN ARE FROM FIELD OBSERVA77ONS _ AND OR DATA OBTAINED FROM OTHERS FEMA MAPJ36103CO158H AREA:36,453 SQ.FT. or 0.84 ACRES ELEVA77ON DA7UM: NAVD88 UNAU7HORI2ED ALIERA7701V OR ADD17701V TO THIS SURVEY 1S A WOLA770N OF SEC770M 7209 OF 7HE NEW YORK STATE EDUCATION LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LIS7ED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES 70 7HE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREF70RE THEY ARE NOT IN7ENDED 70 MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCE$ ADD17IONAL S7RUC7URES OR AND 07HER IMPROVEMENT£ EASEMENTS AND/OR SUBSURFACE S77?UC7URES RECORDED OR UNRECORDED ARE NOT GUARANTEES UNLESS PHY57CALLY EVIDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MARK LAZAROVIC; MAP OF FILED: i r SITUATED AT. SOUTHOLD TOWN OF.SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC { Professional Land Surveying and Design ' REVISED 11-23-,20 P.O. Ho: 158 Aquebogue, New York 11 REVISED 04-20-20 FILE#19-77 SCALE: 1'=40' DATE:JUNE 28, 2019 PHONE (631)298-1588 FAX(631) 299-1568 N.YS. USC. NO. 050882 �I 3 n FUJI CLEAN IA OWTS' � ! .was LAZAROVIC 65 GROVE ROAD SOUTHOLD,NY - (Z:) E? § SCTM#1000-136-3-23 �)(Catl'CaLIOn 1 �pe�+`I�+OI� R gUlred: . p y,, W=��� 3 TOTAL LOT AREA.=35,453sf F&Sanitary $y$ten-I + ' ,ST 1 L g O Z j I GROUNDWATER MANAGEMENT ZONE:.IV t �'.r (P � z U<Is PUBLIC WATER,ON SEPTIC By'.health Department.: , , x49 TOTAL ALLOWABLE SANITARY FLOW=600GPD � gNty1' ALL NEIGHBORING PROPERTIES VACANT OR'SERVICED BY PRIVATE ON SITE SANITARY DISPOSAL SYSTEMS AND PUBLIC WATER SUPPLY WELLS. THERE IS NO PUBLIC ° } SEWER DISTRICT THAT SERVES THIS AREA. SANITARY DESIGN: Q` SUFFOLK•COUNT*QEPARTMENt OF HEALTH SERVICES; � Rxo t`��'6 PROPOSED.3BEDROOM RESIDENCE PROVIDE.(i)FUJI CLEAN CEN5'600 GPD I/A OWTS PERMI7..FOR APPRCYA I O,C'--r- R, ..'iFOR.- (3)4'DEEP LEACHING GALLEYS SANITARY SITE PLAN BASED ONSITE SURVEY S.INGL'E`FARIILY'RESIDENGE'ON1.Y KENNETH WOYCHUCK LAND SURVEYING PLLC APR :3 0 2021 • ,.^ �G DATE D.6.18.19-LAST REVISED 2,13.21 ELEVATIONS REFERENCE NAVD'88 / D�Tr= E)•:'ND _ -- f 14 APPROvv DWELLINGS ,.r13 -. w/Nu?wc WAFER / ?� FOR:MAXIM OF BEDROOMS CHVKH W/FUDOC vu,EH. osG' EXPIRES„THREE .EARS F.F20M DATE O APPROVt1L. r' I rW Il-a) �Q� ”\\\ ` NG_INE R'$�.!_RTIEIGATI03�1 REQUIRED:" # Erc \`r FL04V'?26n_13ouN0Af?r ' 'fi FS ;uBM P€:QP.R A QE 2TIF1CAfl0N N a $ �s.. s o INSr� ( I - ciwM ( ' 4_fAT14N ANQ COttfSTRIICTtQN; 3 F\�\� rho/ky ��!{1/ ` �' �� .,�`�'• �;..`_�-�-.z—�� y//�..`.� � �r '� . �� J' r�6'"i+�. __ � �T�� w ( ttjj ...+--� / F FQR FINALRPPROVAI..:,USE ORMSNIr�M 073:. x �- IIA wi r `I, 8 ,.. erawtrs v ca / s' r.">�t.yry h•w r; m m :ft ;ale.v.,iy,<' s r IA w aos E;5rAw51prt a �� O'Ir9 ix 5h Ir ,! -.- ti `�- � � Lc' 41 ,\ , 4 o t ` r // / 7' ��• 9 k EyqAL,`\p+��._ \J — P ' ` 1`_ t•,a.a%nm�u xcra,r0 nAr-a+m ,� i— _ (/i 0 f I j \ ` \e i A>atcarLarcn Pr N+'SGit I, i _ _ � `-�' U:vett!tres \ \ ��pp� I N _ Lu 'i;FUauc Wnzeu �a 6�_ 1 I + -- �__,_. E11V,}� U O I S w;aueuc w:Arex P -vNHI Gci c- Ln t CL x S • a `� �i g T� s �--- ! S(TLE' P!AN sFo • ,a�P... �Ia <� SCALE 1:40 ROFESS U 1 f2-1/-VLNITATION PIPE CHAMBER Volume(8x1) ' Scutt-eATm-7 H .. Cteunbc77 Z Sedimentation r ? CU TO - .7'-10'11 .-, ,,33� -- (2) Anaerobic Filtration.Chimber _ 278 GROUND �I Q —1 -72 —?�—`z (2.Aerobic Contact Filtration Chamber 127 W a'Ep .o iION i nt Storage Chamber63 �— AItUFT PU� 120A 70 9L07fER i Disinfection ChnmSer 4 Q �_ - -- Total Volume 744 t � W a 2 DO DO I 's ! TO PUMP '7d' Z z'O 4.11111 PI � � Ol11LET PIPE �SPECIFICATiO,7S �- - METE 0 I LO � �A Anaerobic Media IPPlPE FillingRaie�32h r;„;N (' DO 10 ALARM FLOAT Board Type Acrobie Media. PVC PIP IPE t Fiilih Rate 1690 (DISCONNECT ! Aerobic MediaPPI ' r PE Pdling Ratc 57°0 p00 . Blower _ --112.8efin. -� ` 'N1.1, 1 t ® AIR UE PUMP .'Yard: f FRP �^."...-.-•_:—I IA CO”NTROLL �s4... INLET.. � Piping —��FVC --y PANEL t -"� Access Covers —1.-TUFJITB w/RISER SAFETY LID Q !- C x i .. Disinfectant(Optitinai) -n�ed t.L TR I C I N G._E LINE DAA�A i�/ W� p .. . . RECIRCUTATIO9 PtP. W BAFFLE SCALE FITS \�P J /2•AIR INTAKE = '� l FLOW OPENING(iYP• .. (CLEANING OPENING). H PLAN=VIEW WWHOIE SPEC'1FICATIUNS 18'MANHOLE(PYP '18•MANHOLE(It'P 24•MANHOLE MODEL MODEL MAC IMTR— 1 \ X OPENING AIR FLOW 2.8 CFTC NOR—?,M PRESSURE 2.2 psi�• POWER _ 120VILOA/501tr r _ _ TYPE 011ll.Ef CONNECI'f00\'— dN INCH CONTACT M I - - ... .. WU WEIGHT 11 LBS r �- ! - I rPOWER CONSUMPTION 55W ._ r• POWER CABLE HARD WIRED J"1' Installation/Operation&hlaimertance Not_ -InVall,bl—er on oppropdalc base Enswo adegaole ventilaion 1 7 prowl agninA sunlight, y N�9• — CUTATION a' -Maintenance requires o mined technician. ASSEMBLY -For maafmam el ci-cy,inspect and clean iramsl air filler v 4'-4�• 4' • ® 4•— • Replace diaphragm/valve assembly once every 1:months I re ' OBIC MEDIAG fj I f TB)N ASSEMBLY /—�• COVER v u ' Fr11Si-eo GRACE SECTION A-A VIEW AT GRADE aI� SECTION B-B VIEW Vr AP /-6` STONE FUJI f I^ Gam. BRICK AS REO'D u.`" FUJI CLEAN .CEN5 7 A q rI r-(� L�1 "-6" BTWN BRICK {u m 1 FUJI CLEAN i`J1.;C80R BLOWER 4 30' BEN AND CLEAN CUT n SCALE NTS CONTROL PANEL MOUNTED (((```jjj555 TO SIDE OF BUILDING WITH SCALE NTS "- T t w VIBRATION DAMPENING BRACKET i SEE ATTACHED SYSTEM COMPONENTS AND f ! BLOWER IN SECONDARY �^w 60' SPECIFICATIONS FOR INFORMATION ONPLASTIC E!JCLOSURE ON FLOW — i—❑ i TREATMENT Uh11T, BLOWER, ALARM PANEL MOUNTING PAD — BARD ^ AND FORT SWITCii I WIRE TO CONTROL PANEL VENT THROUGH CARBON FILTER ON T'{PICAL GRAVITY HOUSE CONNECTION I 2" VENT PIPE 16" ABOVE GRADE, NON—PAVED AREA CLEAN—GUT DETAIL Q. I ELE/. 14.0 j 3' MIN. FROM COORS &'WINDOWS NT$ 5 7 1 a DL ARK [� FF ' /� 1 TUF-TITS HDPE s BROWF. O.8• I FLAT LID OVER O:Z1 1 LOAM I SAFETY L'G 21" TUF-TILE HDPE Of � I BROWN k // Jr FLAT LID OVER = Q 1 SM LOAMY SAND 2.5 .._ , _ / 1 SAFETY UD 1' MIN.. F— C GRADE 14'f GRADE 14_' �� Q L ij O 11 MIN---•--..•� O Z I.E. 12.3' CLEAN 'a _ _ — ( � MEDIUM i81y OLR ! I.E. t 7.8' — —k EL. '12' a 'I SIN SAdND 6.51 S-allET ✓w1�.- 4.E. 12' _ MIN1. . 4"fl SOR 35'PVC 'F�(� F. (n om y 1 GRAVEL ��.. l f ! .PIPE PITCHED B 6•/12" MIN, �G Y' COD- Lo WATER —ELEV 4.1 I �/ !t11,7'0 4.t2�t�a t ¢3 L Ig.�s { .�,u,".•�.q�' � - 1� WATER' MIN. 4"d SDR 35 PVCLEM PIPE PITCHED .��/12 T ,1 �— .� t�¢3 ©e _EA EL.. 8 ...Z '>k �I Q 54N MEDIUM WITH - " ' _� BACKFILL PIATERIAL f8.75'� r, i:, ' 1 t �'' m �} I SAND. 6'D' TO 2' CAST IRON EXTENDING ti4 41r-� --`" - G TO BE CLEAN SAND 1 t— — I, i & OUT OF FOUNDATION FUJI CLEAN CENT AND GRAVEL 3 MIN' LEACHING GALLEY ..2'.� 9 t' 1 GRAVE:, IA OWTS SEPTIC —� (3 T`P) C9 o 11� { CLEANOUT MUST BE INSTALLED.ON THE SEPTIC TANK INLET \J - ♦ Ii{t JULY 19. 2019 WASTE UNE.ALL UTILITIES RE0U1REA 6 MINIMUM SEPARATION _ HIGHEST EXPECTED GROUNDWATER ELEVATION ' vK, WOYCHUK LS TO THE SEPTIC SYSTEM. SEPTIC —ROLE SCALE NTS t I S.C.T.M. NO. DISTRICT: 1000 SECTION: 135 BLOCK: 3 LOT(S):23 ELEV. 14.0 TYPICAL CLEAN OUT OL ARK BROWN 0$, / LOAM DWELLINGS / SLATE OR STOPPER END BROWN W/PUBLIC WATER ;• / CHURCH SUITABLE COVER OR PLUG SM pAMYp 2.6' 150' ��� i% i�� W/PUBLIC WATER 15D - r �p '' EDIUM SW MSAND 6.5' O�� �!i ; 30' ELBOW & 1 1 60' WYE GRAVEL ZONE AE(EL 6) O�� ROOD ZONE BOUNDARY S 32 24 B WATER —ELEV 4.1 % td \\/ 32 00' FLOW WATER .'' . IN i 6 \ SW MEDIUM ' SAND GRAVEL 0 1 od wroc �- 0 1 MN1Y y1P`' REBAR FROFOSED IIA SIZE ZONE X sf 1 3 B�ppy Cpl \ JULY 19, 2019 •i�<\ U.P.§ 1,000 GILL S.T. ` 1 - (3)s.5't4.75' GALLEY \ �_ 1 - ��--____ p (DETAILS BY 8327 ` (t4.o) ---------------- - K. WOYCHUK LS 0 LAU OF FREWIMATER WETLANDS .p ` '\ COLUM — — .4 As D1]RFATED By stwFOLK ubstomwENTAL 6 •`� (t4.s 130 ' ,: 1 COISIALM O,lilt WY 31,x19. \ rG OUT �� 70% ' '\ � ! 'b a�ao I i 59� 58 62.34 ------------- � W 62.34' w o a) 0 \ 5 y ti ; -� w 3F \ TIDAL WEIIANOS BOUNDARY AS � I Qb \ J 6�0 93, DELINEATED BY SUFFOLK ENVIRON ENTAL s'� .tvO O� �•\ 6�p�,.�i•74.5 3$' \\ _-- \ 70 '—' 25t. NSULTMO.mc.JUNE 10.200 \ P : C I S7, \'46.79' 11�IuCK ' POND 63 sj�6i'3 J �O .\'•\\, O ® `� p ,� (3)As�DE12tI�EATEDNrs� \ 6``` I _ DWELLINGS W/PUBLIC WATER --- 150' \ GUY DWELLINGS / \ W/PUBLIC WATER \\ PIPE J� 150' \ LL . OV PRE-EXISITNG AVERAGE FRONT YARD SETBACK / ALONG THE EASTERLY SIDE OF GROVE ROAD = 40.5'1 / SITE PLAN � (3 NEAREST HOMES) PRE-EXISTING AVERAGE FRONT YARD SETBACK / �� A T GROVE R D. \ (ALONG THE 3 NEAREST HOMES) 36.6'1 Vl) LY SIDE OF MILL LONE = THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL k4l LOCATIONS SHOWN ARE FROM FIELD OBSERVA71ONS d AND OR DATA OBTAINED FROM OTHERS. aw FEMA MAP#36103CO158H AREA:36,453 SQ.FT. or 0.84 ACRES ELEVA770M DATUM. NAVD88 UNAUTHORIZED ALTERA77ON OR ADD17ION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED R7 BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 7O THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU770N LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INS71TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPEaRC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC77ON OF FENCE$ ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF. DESCRIBED PROPERTY CERTIFIED TO: MARK LAZAROVIC; j a MAP OR FlRST AMERICAN TITLE COMPANY; Fly: PRONATIONAL TITLE AGENCY; SITUATED AT. SOUTHOLD 1 S 07-19-21 TOWN OF: Ol1THOLD UNDER CONST. SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLIC REVISED 02-1,31,21 Professional Land Surveying and Design REVISED 11-23,20 � + P.O. Hoz 153 Aquebogue, New York 11931 REVISED 04-20'20 FILE f 19-77 SCALE: 1"--40' DATE:JUNE 28, 2019 N.Y.S. LISC. NO. 050882 PHONE (691)198-1588 FAX(631) 288-1588 el ?7 JUL 2 1 2021 k U.UrTI-,)ING DEPT. 4 S.C.T.M. NO. DISTRICT: 1000 SECTION: 135 BLOCK: 3 LOT(S):23 o DWELLINGS / W/PUBLIC WATER / 1 ' CHURCH 0 150' 1 i l' rr' W/PUBLIC WATER 150• 1 i _ i' aI If , 1 4 � 1 ZONE AE(EL 6) ; FLOOD aQNE BOUNDARY = S74o04 01- 326loo, ; �•� 341' ♦ 7 � ��,• �� �� \ ♦ �D XPi SIR 31/i�SMULE S15m1�• ♦ZONE X�N - 1 MM 1 § I.Q00 OU EY S.T. ♦ 1 -- ♦ U.P. (3)!1.$'y4.FS' EY \ 1 _____ -Y-- I , r� ♦\ ® t EL 14.2Q• •♦ LUb 40� _ ' ,j 1ANDWRD TAU OF FRESHWATER WERANDS CO6Q A¢DEUMEA1ED BY SUFFM ONVDWNlfi K \ ♦• �' 3s;°+ •$ Oplb1M•7lNO.INF WY 31.2M9, o '\ ♦\ ♦ POR'GI 5x8' 58rr1 o ----_„•+--__'_ H \ ti` BOO'♦♦` ``` 5`` o. 9' W 62.34' w ao ♦♦♦``."``` :rm EL 14.0 ''/�' oW ♦ n ' �A ♦ `yo y_ 6j�'="`_ y r CANTILEVER \ tea' o �r �6 ,•� nDAL WEnANDS BOUNp Y As �' S'j� -- \ �. DELINEATED 9Y SUFFOLK BMW ENTAL l /��j •♦ ♦♦ 70 ? NSULTR40 WO.JUNE 10.200 "l O/��j L `t kQ v� •+� 4.8 S. \ �S�D ♦Y.6.79' Al ack i ------ N 811„w pOD WA jz( \ 3s 3 DWELLINGS �✓ \ !r' / 1056 I ,_��' ___ W/PUBLIC WATER J ♦ oo N 150' '\. DWELLINGS ♦�. PIPE WBUC 150'WATER U.P. PRE-EXISITNG AVERAGE FRONT YARD SETBACK JAN 2 6 2022 \ ALONG THE EASTERLY SIDE OF GROVE ROAD - 40.5f 13UILDING DEPT \ (3 NEAREST HOMES) TOWN OF SOUTHOLD PRE-EXISTING AVERAGE FRONT YARD SETBACK \ ALONG THE NORTHER4Y SIDE OF MILL LANE _ 3¢.6'f (3 NEAREST HOMES) THE Wi47ER SUPPLY, WELLS, DRYWELLS ANO CESSPOOL LOCATIONS SHOWN ARE FROM F7ELD OBSERVATIONS AND OR DATA OBtAINED FROM 07HERSS, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FEMA MAP#36103CO158H NAVD88 APPROVAL OF CONSTRUCTED V40RKS FOR AREA:36,453 SQ.FT. or 0.84 ACRES £LEVAPON DATUM: A SINGLE.FA.-di,-'Y RESIDENCE UNAUTHORIZED ALMRATION OR ADDITION 7O 7N/5$(1RVEY IS A WOLA170N OF SECTION 7209 OF THE NEW YORK$TATE EDUCATION LAW. COP/E OF THIS SURVEY ^ MAP NOT BEAR/NG THE LAND SURVEYORS EMBOSSFO SEAL SHALL NOT BE CONSIDERED R7 BE A VALID TRUE CORY. t /ARAN7>EES INDICA TED HEREON SHALL RUN Date �AN ' I � �C6 uo. ONLY 7O THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7771E COMPANY, GOW�RNME NTAL AGENCY AND LEND/NG INS777U770N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEE'S ARE NOT TRANSFERABLE THE OFFSETS OR DIMJ~ MONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE The s Na]E dISGOSaC aTitt 61!Er ISa�i;°"zC;iLes at this location have been NOT INTENDED 7D MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC77ON Olt FEEV= ADD177ONAL S7RUC7URES OR AND OTHER 114PROVEMV47S EASEMENTS FTIS'JECIt't�and/or Certified�y this CEp73f(R18t't?F:�h��agencies and found to AND/OR SUBSURFACE'STRUCTURES RECORDER OR (1IVRECORDED ARE NOT GUARAN71FED UNLESS PHYSICALLY EWDFNT ON THE PREMISES AT THE )7ME OF SURVEY be satisfactory FOR A MMMUMRF, I'cDROOMS. SURVEY OF: DESCRIBED PROPERTY CERTIFIEp T0: MARK LAZAROVIC; MAP OF: FIRST AMERICAN TITLE COMPANY; J t PRONATIONAL TITLE AGENCY; FILED: / SITUATED AT: SOUTHOLD FINA4 SURVEY 11-15-21 Craig Kneppel' P E., Chief TOWN OF.SOUTHOLD UNDER CONST. 07-19-21 PLLC REVISED 02-13-21 SUFFOLK COUNTY, NEW YORK KEENNET$ M WOYCHUK LAND Si2VEYING, y Profel�>lional Land Surveying N;ad Design REVISED 11-23=20 fid• P.O. BQz 153 Aquebogue, New York 11931 REVISED 04-20-20 FILE #19-77 SCALE: l --40' DATE:JUNE 20, 2019 PHON$; (631)288-1668 PAX(891) 288-1588 N.Y& USC. NO. 050882 Generated by REScheck-Web Software Compliance Certificate Project 65 Grove Road Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,130 ft2 Glazing Area 12% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 65 Grove Road Mark Lazarovic Southold, NY 11971 646-752-3099 markla65@gmail.com Compliance: Passes using UA trade-off Compliance: 5.9%Better Than Code Maximum UA: 222 Your UA: 209 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. U�Factor UA Ceiling: Flat Ceiling or Scissor Truss 400 30.0 0.0 0.035 14 Vaulted Ceiling:Cathedral Ceiling 219 30.0 0.0 0.034 7 Above Grade Walls:Wood Frame, 16"o.c. 1,933 21.0 0.0 0.057 97 Front Door: Glass Door(over 50%glazing) 22 0.300 7 SHGC: 0.30 Windows:Wood Frame 218 0.300 65 SHGC: 0.30 Floor:All-Wood joist/Truss 582 30.0 0.0 0.033 19 Compliance Statement: The proposed building design described here is consistent with the b ilding plans,specifications,and other calculations submitted with the permit application.The proposed building has been desig to meet the 2018 IECC requirements in RESc M Version : RESC eck-WebvL [nd �to co ly with the mandatory requir nts lis d in the REScheck Inspection eckli . ev- U3 .� Name-Title 1 Signature Dat Project Title: 65 Grove Road Report date: 03/17/21 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ,Construction drawings and ❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 :energy code compliance for the building envelope.Thermal:building Observable envelope represented on ❑Not Applicable ;construction documents. 103.1, :Construction drawings and ❑Complies !Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for ' [PR3]1 ;lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies :Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr UDoes Not [PR2]2 on loads calculated per ACCA ; Cooling: Cooling: ,❑Not Observable g Manual j or other methods Btu/hr U approved by the code official. i Btu/hr i❑Not Applicable Additional Comments/Assumptions.- 11 omments/Assumptions:1 High Impact(Tier 1) 2 Medium Impact(Tier 2) .3 Low Impact(Tier 3) Project Title: 65 Grove Road Report date: 03/17/21 Data filename: Page 2 of 9 Section # ` Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [F011]z 3 protect exposed exterior insulation ❑Does Not l and extends a minimum of 6 in.below E] grade. Observable grade. El Not Applicable 403.9 Snow-and ice-melting system controls;,E]Com plies ;Exception: Requirement is not applicable. [FO12]2 installed. ❑Does Not b ;❑Not Observable El Not Applicable Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1'3 1 Low Impact(Tier 3) Project Title: 65 Grove Road Report date: 03/17/21 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, ; 402.5 ; :❑Not Observable [FR2]1 ; ;❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance ❑Does Not U ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies :Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. 4 ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies :Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not U :AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 1400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ;Exception: Ducts located [FR12]1 :insulated >= R-S where duct is ❑Does Not completely inside the >=3 inches in diameter and >_ ❑Not Observable building envelope. R-6 where<3 inches.Supply and ;return ducts in other portions of ❑Not Applicable :the building insulated >= R-6 for diameter>=3 inches and R-4.2 ,.for<3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter ❑Complies :Requirement will be met. [FR13]1 !boxes are sealed with ❑Does Not v ;joints/seams compliant with ❑Not Observable International Mechanical Code or International Residential Code,as ❑Not Applicable ;applicable. 403.3.5 Building cavities are not used as ❑Complies ;Requirement will be met. 1FR15;]3 r ducts or plenums. ❑Does Not Ia, ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- ; R- ;❑Complies ;Requirement will be met. [FR17]2 above 105°F or chilled fluids : ;❑Does Not below 55 QF are insulated to>_R-3. ; ;❑Not Observable ❑Not Applicable j 403.4.1 :Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not v ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies :Requirement will be met. [FR18]2 >_R-3. ; ; ;❑Does Not icy ; ;❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies :Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 1_3 ,Low Impact(Tier 3) Project Title: 65 Grove Road Report date: 03/17/21 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 1'3 1 Low Impact(Tier 3) Project Title: 65 Grove Road Report date: 03/17/21 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 ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not ` Iprovided. ❑Not Observable } ❑Not Applicable 402.1.1, :Floor insulation R-value. R- R- ;❑Complies ;See the Envelope assemblies 402.2.6 ;❑ Wood ',❑ Wood ;❑Does Not :table for values. [IN1]1 ❑ Steel ❑ Steel :❑Not Observable :[:]Not Applicable 303.2, !,Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 :manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the to :underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value.If this is a;, R- R- ;❑Complies .:See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable ' [IN3]1 ;exterior,the exterior insulation ❑ Steel E] Steel: Applicable v requirement applies(FR10). PP 303.2 ;,Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 65 Grove Road Report date: 03/17/21 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel :❑Not Observable 402.2.6 ; [Fill' ; ;❑Not Applicable ; 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every ' ;300 ft2. ❑Not Observable ❑Not Applicable ; 402.2.3 Vented attics with air permeable ❑Complies :Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 :insulation >_R-value of the :❑Does Not adjacent assembly. I I ;❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa.<=5 ; ACH 50= ; ACH 50 = ;❑Complies :Requirement will be met. [F]17]1 ;ach 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 :Exception:All ducts and air [FI27]1 determine air leakage with ftz ftz ;❑Does Not handlers are located within ;either: Rough-in test:Total ; ❑Not Observable :conditioned space. ;leakage measured with a ; ; ; pressure differential of 0.1 inch ;❑Not Applicable ; w.g.across the system including ;the manufacturer's air handler ; enclosure if installed at time of ; ;test. Postconstruction test:Total :leakage measured with a ; ;pressure differential of 0.1 inch w.g.across the entire system ;including the manufacturer's air handler enclosure. 403.3.4 ,Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Exception:All ducts and air [FI4]' cfm/100 ft2 across the system or ; ftz ftz :❑Does Not ;handlers are located within <=3 cfm/100 ft2 without air ❑Not Observable I conditioned space. handler @ 25 Pa.For rough-in ; :tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies Requirement will be met. [F]24]1 :by manufacturer at<=2%of ❑Does Not ;design airflow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies :Requirement will be met. [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and ti i ❑Not Observable ; ti initially set by manufacturer to , s code specifications. ❑Not Applicable ; 403.1.2 Heat pump thermostat installed ❑Complies ,Exception: Requirement is ,[FI10]2 on heat pumps. ❑Does Not not applicable. IE]Not Observable s ❑Not Applicable 403.5.1 #Circulating service hot water ❑Complies ;Requirement will be met. [FI11]2 'systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) '3 il Low Impact(Tier 3) Project Title: 65 Grove Road Report date: 03/17/21 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies ;Requirement will be met. [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy land airflow limits per Table [-]Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies :Exception: Requirement is [FI26]2 through one-or two-pipe heating ❑Does Not :not applicable. s systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable , temperature. , 403.5.1.1 Heated water circulation systems ❑Complies !Exception: Requirement is [F[28]2 have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicated +return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable $syphon circulation systems are i not present.Controls for ; circulating hot water system pumps start the pump with signal for hot water demand within the ; occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies :Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515.Controls automatically adjust the energy input to the ❑Not Observable {heat tracing to maintain the ❑Not Applicable ; desired water temperature in the piping. 403.5.2 Demand recirculation water ❑Complies ;Exception: Requirement is [F130]2 'systems have controls that ❑Does Not not applicable. manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable ; piping to<= 10412F. 403.5.4 Drain water heat recovery units ❑Complies :Exception: Requirement is [F131]2 tested in accordance with CSA ❑Does Not not applicable. 855.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units<3 psi for ❑Not Applicable ; individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to ; three or more showers. 404.1 :90%or more of permanent ❑Complies :Requirement will be met. [F16]1 fixtures have high efficacy lamps. ❑Does Not , ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies ,Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 ,,Compliance certificate posted. ❑Complies :Requirement will be met. [FI7]2 y ❑Does Not 4 ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 65 Grove Road Report date: 03/17/21 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 k Manufacturer manuals for ❑Complies ;Requirement will be met. LFI1'8]3 $mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable , i ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 65 Grove Road Report date: 03/17/21 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21:00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 30.00 Ductwork(unconditioned spaces): Glass & Door Window 0.30 0.30 Door 0.30 0.30 CoolingHeating & Heating System• Cooling System• Water Heater• Name: Date• Comments —..-...».:.�.-..�...�.........�..>~,,....-,�....... ..........,. -,r....�,..,w....,.,,...,..,,..•-r....,....»,.,..��....»......,,.....�.�........»..�...............a.....�+���..�n��...ar..g._t,_•— - - �r � .r y��,.sem i' .. ... _�s. ,. 9 . v �. . . .. � j;�°�-� �.�x�,�_"' '.• 170.0' {{ y� �y t .. �l/ 7" `! �� ,1 � Ile ------------ VI a t � JJ1 tl l "♦ � . •.y ,.-r .-"/ 'a',t�'"neel'rR-d•,TA,r«'.rr,^.`?'r '..� / ' �� any � � `_} -. '` f i � �:..";;^ �%�..rM1'"'�'�' ,M^r!!P•S►• i,y,.,.;�p. � r f � ; Iz iJ If r �(� - ---__- � --� � _1. � . .. . -;-•� _;.� 1 f!�TZ"a,� K3 �' rare c'ax ..�,�•.e,r.,. � ___� f �'�t°+rr�r,'tr..•r'<v�,rrsit+-....��.,r�". 'Y' � M y c �jI ��l -------�*'-._-_ '!1' 1 t,t �. ......,�!,r?"r�i a.d!?+"�'."a�;^��!".?r.Ra e�w('t.�'!Ilx L� en�o• Y +nv,a r � � _ /wIM1 n�!'X +x.••t V ♦ �C tsu..._. n,w .. q 'L• f F�'^7 Y' r.. 'J r t �`y�r(�5 C.� t-� (:" 1.7L1'•,`!c"".K �,�.�"+5..�,!';r'a�a"a.s�`�!!Y "' �r'f,'.R'f!1;°Nc fC£ r:+.aav r � _ �' ��i��•„{cif'�';fx;r`C1�sr.7#4 !.I';f`t•j �(er4tr, x e*,.- • 2't'i�'�'!'?;r rs:''-�'��?^!*cz�t','`a•^�tr,;,+�.�,.;�•.,. L11' D �'w #�LNA'i✓- i`�'C1r �`,�__- - _ - t---- � ��v �!', -` �,'� �i��-� d,�` L � P V fir Vy- t ( C� �f� �Gt-'i .- .. . .. /'*r-t"1 �.V�'j r,� .. { ri y *02 5 tea q _ t�ir, Lzl f T> �,�.�� �- � ( tom L . �.�= f c��r,2 c,�; � ' �►' � r> ' � �'��1 � = q8 0 pSC P <fi6�f"It/�� f • 7 lr ! " V t' �N r-� r q�, U �� r,.•� d,}"aa �"' ..i i t#���4r'a'�� ��� ���tw'`"f"'V'�f r cn>�T 190075 �O F O F NE i GENERAL NOTES REVISIONS TO STRUCTURAL DESIGN - S. McGRATH - 3/11/2021 - FOOTINGS REVISED FROM 3'-0" DIAMETER TO 2'-0" (TYP.) GENERAL FRAMING A R LEAKAGE - SPACING OF FOOTINGS REVISED NON-ENGINEERED JOISTSTO BE NO.2 GRADE OR BI UNLESS OTHER SPECIFIED BY LOCAL CODES,AIR LEAKAGE SHALL NOT EXCEED\AIR EXCHANGES PER HOUR&SHALL BE TESTED AS SUCH.A WRITTEN I' REPORT OF THE TEST RESULTS SHALL BE SIGNED BY THE TESTING PARTY& PROVIDED TO THE BUILDING INSPECTOR PRIOR TO CALL FOR FINAL _ 2,PROVIDE APPROVED ANCHORAGE OF BEAMS OR GIRDERSTO POSTS PER IRC SEC'S R407.3,R502.9&R802,1 I MAIN GIRDER SIZE REVISED FROM 4X1 2 TO 3X1 2 3.SOLID BLOCKING REQ'D AT ALL BEARING POINTS OF FLOOR,CEILING&ROOF SYSTEMS ACCORDING TO IRC SEC'S 502&R802,IRC SEC'S 2308.8,2& INSPECTION.THE AIR LEAKAGE TEST RESULT SHALL BE DOCUMENTED IN WRITING. R2308.10.6. - SHEET A601 ADDED WITH NEW DETAILS AND REQUIRED ISHC ' 4'PROVIDE APPROVED ANCHORAGE OF BEAMS OR GIRDERSTO POSTS PER IRC SEC'S R407.3,R502.9&R802.1 1. SILL PLATES VITH A 57HIS STRUCTURETO COMPLYWITH MIN,FASTENER SCHEDULE,TABLES R602.3(I)THRU(5). LTHE SILL PLATE SHALL BE LEVELED CAREFULLY.IF THE TOP OF THE FOUNDATION IS LEVELTHE SILL PLATE MAY BE LAID ON FOUNDATION V 6*ALL JOISTS DOUBLED @ FLOOR OPENINGS. CLOSED CELL FOAM GASKET OR OTHER AIR-IMPERMEABLE MATERIAL IN BETWEEKAND OF SAME WIDTH AS SILL PLATE. 7' SITE-SPECIFIC INFORMATION 7 FOLLOW IRCTABLE R502.3.1(1)FOR JOIST SPANS OR MANUFACTURERS SPECS FOR ENGINEERED JOISTS. 2.SILL PLATES SHALL BE PRESSURE TREATED 2X MATERIAL DF 02 OR BETTER&ANCHORED TO CONCRETE WALL WITH 5/8"ANCHOR BOLTS EMBEDDED 8'PRIOR TO SILL PLATE INSTALLATION, INSPECT CONCRETE WORK CONDITION AND COMPARE ALL SITE DIMENSIONS WITH FOUNDATION PLAN MIN.IN CONCRETE&2"MIN,ABOVF CONCRETE.ANCHOR BOLT SHOULD BE PLACED 4'-0"O.C.MAX.APART AND 12"FROM ENDS WITH TWO BOLTS MIN. STRAPPING AND CONNECTION DETAILS ADDED DIMENSIONS. PER SILL PLATE. SMALL HOUSE CATALOG FASTENERS ANCHORS&FASTENERS Nor-777-_777 7-77 7,77,7 77777-777 777;,77-pi -7==-3 7 ,777 C- 1,PROVIDE APPROVED ANCHORACE OF BEAMS OR GIRDERSTO POSTS PER IRC SEC'S R407.3,R502.9&R802.1 1. T' FOR ALL PRESERVATIVE-TREATED&FIRE TREATMENT RATED,FASTENERS SHALL BE HCIT-DIPPED ZIN -RETARDANT TREATED:CONNECTORS S1 AALL BE 1574 GULF ROAD#207 TI IIS STRUCTURE TO COMPLYWITH MIN.FASTENER SCHEDULETABLES R602.3(I)THRU(S). COATED GALVANIZED,STAINLESS STEEL.SILICON BRONZE OR COPPER FOLLOW IRCTABLE R602.3(l)FASTENER SCHEDULE FOR STRUCTURAL.MEMBERS 2 POINT ROBERTS,WA 98281 K� BLOCKING SITE PREPARATION FROM THE HOUSE,THE APPR VI-DASNOT D + 1 (619)787-9272 A SURFACE DRAINAGE PATTERN SHALL BE ESTABIUSHED WHICH WILL DRAIN THE ENTIRE AREA AND DIRECT WATER AWAY SOLID BLOCKING REO'D AT ALL REARING POINTS OF FLOOR.CEILING&ROOF SYSTEMS PER IRC SEC'S R502&R802&ISC SEC'S 2308.8.2&2308.10.6. FINISHED GRADEWILL BE SLOPED AWAY FROM THE FOUNDATlONWAL.LOFTHF HOUSE, AIR LEAKAGE DATE: B.P.# CONCRETE FOUNDATION UNLESS OTHER SPECIFIED BY LOCAL CODES,AIR LEAKAGE SHALL NOT EXCEED\AIR EXCHANGES PER HOUR&SHALL BE TESTED AS SUCH.A WRITTEN SHAWN@SMALLHOUSECATALOGCOM REMOVEALLLOOSE&ORGANIC MATERIALS&EXCAVATE FOR FOOTINGS&PADSAS PERPLANS.THE DISTANCE OFTHEFOOTING BASETOTHE FINISHED REPORT OF THE TEST RESULTS SHALL BE SIGNED BY THE TESTING PARTY& PROVIDED TO THE BUILDING INSPECTOR PRIOR TO CALL FOR FINAL GRADE MUST BE NO LESS THAN THE DEPTH OF I RATION.FOOTINGS MUST BE ACCURATELY POSITIONED AND ROUGHLY LEVEL INSPECTION.THE AIR LEAKAGE TEST RESULT SHALL BE DOCUMENTED IN W RrnNG. NOTIFY BUILDIN _0 765-1802 -OCAL FROST PENET - i, � �Y, I , 1,� I - - DEARTMIENT AT IS ALWAYS PLACED 00 FOOTINGS VARY IN SIZE&DEPTI i DEPENDING ON THE ALLOWABLE SOIL PRESSURE AND THE LOAD.THE BOTTOM OF THE FOO UP: FOUNDATION NOTES ON UNDISTURBED SOIL OR COMPACTED GRANUL1\R FILLWITH EACH RUN LEVEL-. 8 AM TO 4 PM FOR THE Shawn A.Dehner for Tl'�?�o 7 I�4 FOLLOWING INSPECTION& i77, Small House Catalog,LLC WATERPROOFING SOILS CONCRETE WALLS BELOW GRADE SHALL BE WATERPROOFED WITH A NON-TOXIC ELASTOMERIC MATERIAL APPLIED ON THE EXTERIOR SURFACE FROM DESIGN SOIL BEARING PRESSURE(SOILS REPORT REQUIRED IF>2000 ESE) V�,I I. FOUNDATION TWO REQUIRED SEEPAGE THAT MAY OCCUR. THE FOCTINGSTOTHE FINISHED GRADE LINE,TO MAKE THE WALLWATERTIGHT AGAINST ORDINARY CONCRETE (R402.2 CONCRETE) f FOR POURED ('3NCRETE q :i,. SITE ADDRESS SILLANCHOR 2. ROUGH FRAMNG & PLUkiBING 1.SACK MIX FOR THIS FOUNDATION SHALL PROVIDE 3000 PSI COMPRESSIVE STRENGTH TO SATISFY WEATHERING CONDITIONS. 777777 3. INSULATION THE SILL PLATE SHALL BE LEVELED CAREFULLY.IFTHE TOP OF THE FOUNDATION IS LEVEL,THE SILL PLATE MAYBE LAdD ON FOUNDATION WITH A CLOSED CELL FOAM GASKET OR OTHER AIR-IMPERMEABLE MATERIAL IN BETWEEN,AND OF SAME WIDTH AS SILL PLATE.SILL PLATES SHALL BE PRESSURE TREATED 2.CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF F'C.AS SHOWN IN TABLE R402.2.CONCRETE SUBJECT TO MODERATE OR 7 65 GROVE ROAD TE WALL WITH 5/8"ANCHOR BOLTS EMBEDDED 7" MIN,IN CONCRETE&2"MIN.ABOVE SEVERE WEATHERING AS INDICATED IN TABLE R301.2(1)SHALL BE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2.THE MAXIMUM WEIGHT OF FLY ASH. n 2x MATERIAL DF #2 OR BETTER&ANCHORED TO CONCRF 4. FINAL CONSTR!;'71ON MUST SOUTHOLD,NY CONCRETE,ANCHOR BOLT St IALL BE PLACED 4'-G"o.c.MAX,APART AND 12"FROM ENDS WITH TWO BOLTS MIN.PER SILL PLATE. OTHER POZZOLANS.SILICA FUME,SLAG OR BLENDED CGMENTS THAT IS INCLUDED IN CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR COMPLETE FC,-,BE EXTERIOR PORCHES,CARPORT SLABS AND STEPS THAT WILL BE EXPOSED TO DEICING CHEMICALS SHALL NOT EXCEED THE PERCENTAGES or THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS SPECIFIED IN SECTION 4.2.3 OF ACI 3 1 B. MATERIALS USED TO PRODUCE CONCRETE AND TESTING Al-L CONSTRUCTICN MEET THE PROPERTY DETAILS FLOOR JOISTS OISTS HAVING A SLIGHT BOW EDGEWISE SHALL BE PLACED WITH THE THEREOF SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED IN CHAPTER 3 OF ACI 318 OR ACI 332. JOISTS ARE INSTALLED.LOCATED&SPACED ACCORDING TO THE DESIGN.ANY J CODES OF NEW CROWN ON TOP.ALL JOISTS TO HAVE A MINIMUM OF 1-112*BEARING AT SUPPORT.FLUSH FRAMED JOISTS TO BE FASTENED TO BEAMS WITH FULLY NAILED REQUIREMENTS OFT 3,IT IS THE RESPONSIBILITY Or THE GENERAL CONTRACTOR TO OBTAIN THE APPROVAL OF THE PROJECT'S STRUCTURAL ENGINEER PRIOR TO USING JOIST HANGERS.ALL FLOOR OPENINGS TO BE FRAMED WITH DOUBLE TRIMMER JOIST AND DOUBLE HEADER JOIST.INSTAL 1.DOUBLE JOIST OR SOLID YORK STATE. NOT RESPONSIBLE FOR ANY CONCRETE MIX FOR ANY STRUCTURAL CT,IT SHALL BE-TWEEN JOISTSTO TRANSFER CONCENTRATED LOADSTO BEARING BELOW. PURPOSE.WHEN A CONTINUOUSLY APPROVED DESIGN MIX 15 TO BE USED ON A PROJE BLOCKING UNDER ALL FRAMED PARTITION WALLS.INSTALL BLOCKING BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A COPY OF THE ORIGINAL STAMPED APPROVED MIX DESIGN FOR THE USE OF THE DESIGN OR CONSTRUCTION ERRORS. CONTINUOUS SHEATHING BRACED WALL PANELS SPECIAL INSPECTOR.THE CONTRACTOR SHALL MAINTAIN A COPY OF THE MIX DESIGN ON SITE THROUGHOUT THE CONSTRUCTION PHASE OF THE CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHABLE SURFACES ON ONE SIDE OF A PROJECT.BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND G ABLE END WALLS,BRACED WALL PANELS SHALL BE CONSTRUCTED IN CONTACT ACCORDANCE WITH ONE OF THE METHODS LISTED IN TABLE R602.10.4,1.DIFFERENT BRACING METHODS, OTHER THAN THOSE LISTED IN TABLE 4.THE MINIMUM PERMISSIBLE CEMENT CONTENT IN STANDARD 95-LB SACKS/CUBIC YARD FOR MODERATE EXPOSURE SLABS IS 5-Yi(3000 PSI AFTER 28 R602.10.4,1,SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING.ANCHOR BOLTS SHALL BE PROVIDED FORTHE DAYS).CODE ALTERNATE R402.2.S-SACK 2000 PSI&5 Y,-SACK 2500 PSI CONCRETE MIXES ARE EQUIVALENT TO 3000 PSI CONCRETE FOR WEATHERING POTENTIAL AND AIR-ENTERTAINMENT IS NOT REQUIRED TO ADDRESS WEATHERING. FULL LENGTH OF BRACED WALL LINES(BWL). 71ON OF CONCRETE IS NOT REQUIRED WHERE MINIMUM CEMENT -NT IS INCREASED BY 112 SACK PER YARD, S.SPECIAL INSPEC CONTE COMPLY WITH ALL CODES OF EGRESS NEW YORK STATE & TOWN CODES 6.CONCRETE MIX FOR THIS FOUNDATION SHALL BE 6 SACKS TO SATISFY THE ABOVE REQUIREMENTS, I.ALLROOMSTOBEUSFD FORSILEEPING PURPOSES&BASEMENTS WITH HABITABLESPACE REQUIRE EMERGENCY&RESCUE OPENING COMPLYING WITH IRC SEC R3 10.1. AS REQUIRED AND CONDITIONS OF HISDOORMUST BE SIDE HINGEDWITH MIN.32'(813 MM)CLEARWIDTHWl IEN MEASURED 7.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN THE APPROVAL OF THE PROJECT'S STRUCTURAL ENGINEER PRIOR TO USING 2,AT LEAST ONE DOOR SHALL MEET EGRESS REQ.IRC R31 I.T TRUCTURAL PURPOSE.WHEN A CONTINUOUSLY APPROVED DESIGN MIX IS TO BE USED ON A PROJECT,IT SHALL BE WE THE FACE OF THE DOOR&THE STOP W/DOOR AT 90 DEGREES(I.S7 RAD.).MIN,CLEAR HEIGHT OF DOOR MUST NOT BE <THAN 78"(1981 MM) ANY CONCRETE MIX FOR ANY S t,Lt MEASURED FROM TOP OFTHRESHOLD TO BOTTOM OF STOP THE GENERAL CONTRACTOF6 RESPONSIBILITY TO MAINTAIN A COPY OF THE ORIGINAL STAMPED APPROVED MIX DESIGN FOR THE USE OF THE SPECIAL INSPECTOR,THE CONTRACTOR SHALL MAINTAIN A COPY OF THE MIX DESIGN ON SITE THROUGHOUT THE CONSTRUCTION PHASE OF THE 77 4 PROJECT. 1.PROPANE&SOLID FUEL BURNING FIREPLV-ES INSTALLATION SHALL COMPLYWITH IRC CHAP.10 MINIMUM FIREPLACE&HEATING REQUIREMENTS BE INSTAL-LED ACCORDING TO MANUFACTURERS INSTRUCTIONS 2 PROPANE&SOLID FUEL BURNING FIREPLACESTC EPA RATED APPLIANCES ONLY S 0 3* 01 HD'i VUSTEES SMOKE&CARBON MONOXIDE ALARMS DISCLAIMER fly S.DFrl 1.PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH IRC R3143. .H BEDROOM -2034APPROVED CARBON MONOXIDEALARMS OUTSIDE EACH SEPARATE SLEEPING AREA INTHE IMMEDIATE VICINITY OF EAC 2.PROVIDE UL IN ACCORDANCE WITH IRC R315.2, 3.SMOKEALARMS SHALLBE HARDWIREDAND INTERCONNECTEDVIA WIRE OR WIER FSS METHODS ACCORDINGTO IRC R315.1 I)THE SMALL HOUSE CATALOG HAS PREPARED THESE DOCUMENTS TO MEET GENERALLY ACCEPTED PROFESSIONAL STANDARDS AND PRACTICES, BE AL AC ST -LEDONE H LEVEL OF BUILDING ACCORDING TO IRC R315.1. -OR REFERENCETO-THE LICENSEE'S SPECIFIC SITE OR GEOGRAPHICAL 4.CO ALARM SHALL HOWEVEKTHEY HAVE BEEN DESIGNED WITHOUT ANY KNOWLEDGE OF L CAPACITY,SEISMIC AND WIND ZONES,ETC.IN ADDITION,LOCAL CODE REQUIREMENTS,INCLUDING SUCH LIFE-SAFETY REQUIREMENTS AS STAIR WIDTH, 77 OCATION.SPECIFIC SITE CONDITIONS MAYVARY AND INCLUDE BUT ARE NOT LIM ITED TO SUCH THINGS AS:SUCH AS FROST DEPTH.SOIL BEARING ENERGY FFFICI NENTILY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH-EFFICIENCY LAMPS AS PER SEC R404.1 _E MAY �rCRRmMIA'I.A MIN.OF STAIR RISE AND RUN.EGRESS WINDOWS AND SMOKE DETECTORS,ETC.MAYVARY THE STRENGTH OF MATERIALS(E.G.LUMBER)AVAILABI. MI 2.APROGRA MABLE THERMOSTAT FORTHE PRIMARY SPACE CONDITIONING SYSTEM SHALL BE PROVIDED ASPER SEC R403.1,1. VARY.THEREFORE,SUPPLEMFNTALTO THESE DOCUMENTS,IT ISTHE LICENSEE'S RESPONSIBILITYTO CONSULTWITH HIS/HER CHOSEN BUILDER LOCAL 3.R402.3.1 U-FACTOR AN AREA-WEIGHTED AVERAGE OF FENFSTRAT10N PRODUCTS SHALL BE PERMITTED TO SATISFY THE U-FACTOR REQUIREMENTS, BUILDING DEPARTMENTAND ASTRUCTURAL ENGINEERTO DETERMINE THAT THESE DOCUMENTS MEETALLCURRENT FEDERAtSTATFJPROVINCIAL EXAMPLE OF AREAWEIGHTED U-VALUE CALCULATION:WINDOW 91 AREA 10 FT2 U=.34 U X A 3.4 WINDOW#2 AREA 15 FT2 U=.28 U X A 4,2 AND LOCAL CODES.ORDINANCES/BYLAWSAND REGULATIONS,ETC.,AND ARE APPROPRIATE TO SPECIFIC SITE CONDITIONS.COMPLIANCE VVITH SUCH TOTAL AREA 25 FT2 TOTAL U X A=7.6 AREAWEIGI iTED AVERAGE 7.6/25=0,30 REQUIREMENTS SHALLTAKE PRECEDENCE OVERTHESE DOCUMENTS. WATER EFFICIENCY 2)ANY USE OFTHIS INFORMATION WITHOUT ADAPATIONTO CHANGES IN CODES,STANDARDS,SITE CONDITIONS AND OTHER FACTORS ISATTHE LWATER EFFICIENCY STANDARDS FOR PLUMBING FIXTURES SHALL BE MAX.1.6 GAL PER FLUSH&2.5 GAL PER MINUTE FOR SHOWER HEADS.LAVATORY LICENSEE'S SOLE RISK,THE SMALL HOUSE CATALOG ASSUMES NO RESPONSIBILITY FOR CHANGES MADETOTHESE PLANS BY OTHERS AND MAKES NO OCCUPANCY OR FAUCETS AND KITCHEN FAUCETS.EFFICIENT WATE R HEATING WARRANTIES,EITHER EXPRESSED OR IMPLIED,IN THE USE OFTHESE PLANS.THE LICENSEE AGREESTO DEFEND AND INDEMNIFY THE SMALL HOUSE 1.WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING:GAS, PROPANE OR OIL WATER HEATER WlT1 I A MINIMUM EF OF 0A2 OR CATALOG FORALL CLAIMS,COST".LOSSES OR DAMAGES RESULTING FROMTHE USE OFTHESE DOCUMENTS. ELECTRIC WATER HEATER WITH A MINIMUM EF OF 0.93. USE IS UNLAWFUL :D 2.ALL SHOWER HEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.75 GPM OR LESS.ALL OTHER LAVATORY FAUCETS 3)BEFORE STARTING CONSTRUCTiON,IT ISTHE BUILDER'S RESPONSIBILITYTO CHECK ALL DIMENSIONS AND DETAILS,AND VERIFY CONFORMANCIEWITH RETAIN STORM WATER RUNOFF (V SHALL BE RATED AT 1.0 GPM OR LESS.B TO QUALIFY TO CLAIM THIS CREDIT,THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING GOVERNING CODE REQUIREMENTS FORTHE GEOGRAPHICAREA INWHICHTHE HOUSE ISTO BE BUILTALL S-MUCURAL,MECHANICALAND PURSUANT TO CHAPTER 236-iALL SPECIFY THE WATER I IFATIER EQUIPMENT TYPE AND T1 IE MINIMUM EQUIPMENT EFFICIENCY AND SHALL SPECIFY THE MAXIMUM ELECTRICALRE UIREMENTS SHALL ALSO WITHOUT CERTIFICATr' SELECTED AND 51 Q, BE REVIEWED BEFORE CONSTRUCTION BEGINS.CODES GOVERN OVER DRAWINGS AND DIMENSIONS FLOW RATES FOR ALL SHOWER HEADS.KITCHENSINK FAUCETS,AND OTHER LAVATORY FAUCETS. GOVERN OVER SCALE,PLEASE N(J1IFY THE SMALL HOUSE CATALOG OF DIMENSIONAL DISCREPANCIES. OF THE TOWN CODE. U AIR LEAKAGE 4)THE SMALL HOUSE CATALOG riAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND AND ASSUMES NO RESPONSIBILITYTO OF OCCUPANCY 0 > UNLESS OTHER SPECIFIED BY LOCAL CODES,AIR LEAKAGE SHAI L NOT FXCEFF,�AIR EXCHANGES PER HOUR&SHALL BE TESTED AS SUCH.A WRITTEN ENSURETHAT CONSTRUCTION CONFORMSTOTHESE PLANS,NOR HAS ANY RESPONSIBILITY FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES, 0 c REPORT OF THE TEST RESULTS SHALL BE SIGNED BY THE TESTING PARTY 8 PROVIDED TO THE BUILDING INSPECTOR PRIOR TO CALL FOR FINAL SEQUENCES,PROCEDURES OR 54,17ETY PRECAUTIONS IN CONNECTION WITHITHEWORK. .LDIP INSPECTION.THE AIR LEAKAGE TEST RESULT SHALL BE DOCUMENTED IN WRITNG. cf� S)THIS IS NOT A SALE()F ORIGINAL DOCUMENTS.THE SMALL HOUSE CATALOG RETAINS OWNERSHIP OF ALL ORIGINAL DOCUMENTS AND ALL SILL PLATES SUBSEQUENT COPIE' OF FORMAT). < 1.THE SILL PLATE SHALL BE LEVELED CAREFULLY.[F THE TOP OF THE FOUNDATION IS LEVEL.THE SILL PLATE MAY BE LAID ON FOUNDATION WITH A CLOSED CELL FOAM GASKET OR OTHER AIR-IMPER111EABLE MATERIAL IN BETWEEN,AND OF SAME WIDTH AS SILL PLATE. 6)THE LICENSEE IS GRANTEDTHE RIGHTTO MAKE COPIES AS NEEDED FORTHE CONSTRUCTION OF ONE(1)BUILDING PER PLAN 2.SILL PLATES SHALL BE PRESSURETREATED 2X MATERIAL DF#2 OR BETTER&AINCHOREDTO CONCRETE WALL WITH 5/8"ANICHOR BOLTS EMBEDDED 7" PURCHASE.ADDITIONAL LICENSES CAN BE PJRCHASED.MIN.IN CONCRETE&2"MIN.ABOVE CONCRETE.ANCHOR BOLT SHOULD BE PLACED 4'-O"O.C.MAX,APART AND 12"FROM ENDSWITI ITWO BOLTS MIN. PLUMBER CERTIFICATION PER SILL PLATE. 7)TERMS AND CONDITIONS APPL(TO ALL PLANS. ON LEAD CONTENT BEFORE 0 LUMBER 8)MAILING ADDRESS: CER TIFICA TE OF OCCUPA NC Y 1.LUMBER SHALL BE PROTECTED AGAINST ROT&DECAY PER IRC SEC R317. < < SMALL HOUSE CATALOG,LLC I 2.FOR ALL PRESSURE PRESERVATIVE&FIRE-RETARCANT TREATED WOOD USE TREATMENT RATED CONNECTORS& IOT-DIPPED GALVANIZED,STAINLESS I S74 GULF ROAD#207 SOLDER USEDJN WATER ALL P, > < LUM U POINT ROBERTS,WA 9F,181 'ASTE STEEL,SILICON BRONZE OR COPPER FASTENERS PER IRC SEC R317. SUPPL Y S YS TEM CA NNO T WA 3.MIN.4"SLAB 0/6-MIL POLY LAYER TEL(619)787-9272 TER LINES NEED EMAIL SHAWN@SMALI-�iOUSECAiALOG.COM EXCEED 2110 OF 1% LEAD. TESTwG C.-Fop Ul) WINDOW REQUIREMENTS WEBSITE:SMALLHOUSECATALOG COM 1.MINIMUM 5.7 SQ.FT NET CLEAR OPENABLE AREA.EXCEPT GRADE FLOOR OPENINGS PERMIT MIN.5 SQ.Fr.OPENABLE AREA. Z 0 2.MINIMUM 24NET CLEAR OPEt'JABLE HEIGHT (3 3.MINIMUM 20"NET CLEAR OPENABLEWIDTH. 4.SILL HEIGHT SHALL NOT BE MORETHAN 44"ABOVETHE FLOOR 5.OPENINGS SHALL BE.OPERATIONAL FROM THE INSIDE OFTHE ROOM WITHOJTTHE USE OF KEYSJOOLS OR SPECIAL KNOWLEDGE. PROJECT DATA W. E MINIMUM ROOM AREAS&CEILING HEIGHT. Uj 1.HABITABLE ROOMS PER IRC SEC R304 FOR FLOOR AREA n 7 2.HABITABLE ROOMS PER IRC SEC R305 FOR CEILING I 1EIGHT.SECOND FLOOR HALLWAYS,BEDROOMS BATHROOMS TO MEET R305 EXCEPTIONS(1) AND(2)FOR SLOPED CEILINGS. DESIGN STANDARD(S):2018 INTERNATIONAL RESIDENTIAL CODE SEISMIC DESIGN CATEGORY:PER SE STAIRS,STEPS&LANDINGS *CTION N 1.STAIRWAYS&STAIRWAY LANDINGS,HANDRAILS&ILLUMINATION SHALL COMPLY WITH IRC SEC R31 1.GUARDS PER IRC SEC R312. REQUIRED WIND DESIGN CATEGORY:PERSE 2.R311.7.6 LANDINGS FOR STAIRWAYS,THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY.THE MINIMUM WIDTH !)N(-)VV LUA PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LESS THAN THE WIDTH OF THE FLIGHT SERVED.LANDINGS OF SHAPES OTHER THAN D:50 PSF OR PER SE SQUARE OR RECTANGULAR SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK LINE AND THE TOTAL AREA IS NOT LESS THAN THAT OF A HOUSE AREA:542 SF QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRED LANDING WIDTH.WHERE THE STAIRWAY HAS A STRAIGHT RUN,THE MINIMUM DEPTH IN HOUSE HEIGHT: 26'-8 15/16" THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES(914 MM), 4� 3.R311.7.2 HEADROOM,THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6 FEET 8 INCHES(2032 MM)MEASURED FLOORS:2 7' F- FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT BEDROOMS:2 VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM T I[ PORTION OF THE STAIRWAY, BATHROOMS:2.5 FOUNDATION:POST IN POURED CONCRETE MINIMUM FIREPLACE&HEATING REQUIREMENTS LPRORANE&SOLID FUELBURNING FIREPLACES INSTALLATION SHALLCOMPLYWITH IRC CHAP 10 PORCH AREA:30 SF .... . 2.PROPANE&SOLID FUFL BURNING FIREPLACESTO BE INSTALLED ACCORDINGTO MANUFACTURER'S INSTRUCTIONS. TRUSS P DECK AREA:260 SF LACARIXNG SMOKE&CARBON MONOXIDE ALARMS HEATING/COCILING SYSTEM(S):TO BE DESIGNED BY OTHERS I PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH IRC R314.3. WATER HEATING SYSTEM(S):TAN KLESS ELECTRIC TSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICI NFFY OF EACH BEDROOM 2.PROVIDE UL-2034 APPROVED CARBON MONOXIDE ALARMS OU IN ACCORDANCE WITH IRC R315.2. PRINT SIZE:24"X 36"(Al 594 X 84 1) 3.SMOKE ALARMS SHALL BE HARDWIRFD AND INI FIRCONNECTED VIA WIRE OR W IRELESS METHODS ACCORDING TO IRC R315.1 4.COALARM SHALL BQNSTALLED ON EACH LEVELOF BUILDING ACCORDING TO IRC R31S.I. DO NOT,PROCEED VVITH E LA MIN.OF 7k%OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGI LAMPS AS PER SEC R404.1 FRAMING UNTIL SURVE'y iNERGY EFFJCIENRV�,� 2.A PROGRAMNABLETHERMOSTAT FORTHE PRIMARY SPACE CONDITIONING SYSTEM SHALL BE PROVIDED AS PER SEC R403,I.I. SHEET INDEX -FACTOR AN AREA-WEIGHTED AVERAGE OF FENESTRATION PRODUCTS SHALL BE PERMITTED TO SATISFY THE U-FACTOR REQUIREMENTS. 3.R402.3.1 U OF FOUNDATION LOCATION L: OF AREA WEIGHTED U-VAL.UE CALCULATION:WINDOW#I AREA 10 FT2 U=34 U X A 3.4 WINDOW#2 AREA 15 FT2 U=.28 U X A 4.2 HAS BEEN APPROVED. TOTALAREA 25 FT2T0TAL U X A 7.6 AREAWEIGHTED AVERAGE 7.6/25 0,30 AOOO: PROJECT INFORMATION&SITE PLAN WATER Err CIENCY LWATER EFFICIENCY STANDARDS FOR PLUMBING FIXTURES SHALL BE MAX.1.6 GAL PER FLUSH&2.5 GAL PER MINUTE FOR SHOWER HEADS,LAVATORY A 10 1: ELEVATIONS PERMITTING FAUCETS AND KITCHEN FAUCETS.EFFICIENT WATER HEATING A20 1: FLOOR PLANS INTERIOR VIEWS 1.WATER HEAING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: GAS, PROPANE OR OIL WATER HEATER WITH A MINIMUM EF OF 0.62 OR A30 1: FOUNDATION&MAIN FLOOR FRAMING PLAN ELECTRIC WATER HEATER WITH A MINIMUM EF Oz 0,93, THIS PLAN MUST BE SUBMITTED TO A 2,ALL SHOWER HEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.75 GPM OR LESS.ALL.OTHER LAVATORY FAUCETS A40 1:UPPER FLOOR&RIC)OF FRAMING PLANS& DETAILS-IALL SPECIFY THE OPTION BEING 0 A4ust PrOvide Manuals LOCAL CODE ENFORCEMENT AGENCY. t SHALL BE RATED AT 1.0 GPM OR LESS.B TO QUALIFY TO CLAIM THIS CRED17,THE BUILDING PERMIT DRAWINGS Sl A50 :SECTIONS D STRUCTURAL ENGINEERING MAY BE FLOW RATES FOR ALL SHOWER HEADS,KITCHEN Ilys Encroltr code SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY AND SHALL SPECIFY THE MAXIMUM PJ2ndSp- SINK FAUCETS,AND OTHER-AVATORY FAUCETS. S per REQUIRED. ANCHORS&FASTENERS STRUCTURAL ENGINEERING I.PROVIDE APPROVED ANCHORAGE OF BEAMS Oft GIRDFRSTO POSTS PER IRC SEC'S R407.3,R502 9&R 0.23HIS STRUCTURETO COMPLYWITH MIN.FASTENER SCHEDULE,TABLES R602.3(I)THRU(5). BLOCKING 'S R502&R802&IBC SEC'S 2308.8.2&2308.10.6. ANY ADDITIONAL STRUCTURAL SOLID BLOCKING REQ'D AT ALL BEARING POINTS OF FLOOR CEILING&ROOF SYSTEMS PER IRC SEC -ERING REQUIREMENTS SHALL BE ENGINE KEPTWITH THIS PLAN AT ALL TIMES. EGRESS 1310'KrCr door LALL ROCIMSTO BE USED FOR SLEEPING PURPOSI S&BASEMENTSWITH HABITABLE SPACE REQUIRE EMERGENCY&RESCUE OPENING COMPLYING WITT I IRC SEC R3 10.1. (8 13 MM)CLEAR WIDTH WHEN MEASURED 2.AT LEAST ONE DOOR SHALL MEET EGRESS REQ.IRC R31 LTHIS DOOR MUST BE SIDE HINGE D WITH MIN,32 testing required. BITTHE FACE OFTHE DOOR&THE STOPW/DOOR AT 90 DEGREES(1.57 RAD.).MIN.CLEAR HEIGHT OF DOOR MUST NOT BE<THAN 78"(1981 MM) MEASURED FROM TOP OF THRESHOLD TO BOTTOM OF STOP ................. TING REQUIREMENTS MINIMUM FIREPLACE&HEA 1.PROPANE&SOLID FUEL BURNING FIREPLACES INSTALLATION SHALL COMPLY WITI,q IRC Cl 1AP 10 &"I L L LIU 2.PROPANE&SOLID FUEL BURNING FIREPLACES TO BE INSTALLED ACCORDINGTO MANUFACTURER'S INSTRUCTIONS, 3.EPA RATED APPLIANCES ONLY. r) SMOKE&CARBON MONOXIDE ALARMS 1.PROVIDE SMOKE DETECTORS IN ACCORDANCEWITH IRC R314.3. -2034 APPROVED CARBON MONOXIDE ALARMS OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF EACH BEDROOM 2,PROVIDE UL IN ACCORDANCE WITH IRC R315.2. Ile iown -THODSACCORDINGTOIRCR315.1 .......... PROJECT INFORMATION 3.SMOKE ALARMS SHALL BE HARDWIRED AND INI ERCONNECTED VIA WIRE OF,WIRELESS ME -OF13UILDINGACCORDINGTOIRCR315.1, +COALARMSHALL INSTALLED ON EACH LEVEI 7NERGY EFFICIEN I�A MIN.OF OEANENTLY INSTALLED LAMPS IN LIGHTING FD(TURES SHALL BE HIGH-EFFICIENCY LAMPS AS PER SEC R404.1 2.A PROGRAMMABLETHERMOSTAT FORTHF PRIMARY SPACE CONDITIONING SYSTEM SHALL BE PROVIDED AS PER SEC R403.1.1. 3.R402.3.1 U-FACTOR AN AREA-WEIGHTED AVERAGE OF FENESTRATION PRODUCTS SHALL BE PERM17TED TO SATISFY THE U-FACTOR REQUIREMENTS. EXAMPLE OF AREA WEIGHTED U-VALUE CALCUUMON:WINDOW#I AREA 10 FT2 U=.31 U X A=3A WINDOW#2 AREA 15 FT2 U=.28 U X A=4.2 TOTAL AREA 25 FT2TOTAL U X A=7.6 AREAWEIGHTED AVERAGE 7.6r25=0.30 WATER EFFICIENCY AOOO LWATER EFFICIENCY STANDARDS FOR PLUMBING FIXTURES SHALL BE MAX.1.6 GAL PER FLUSH&2.5 GAL PER MINUTE FOR SHOWER HEADS,LAVATORY Lu FAUCETS AND KITCHEN FAUCETS.EFFICIENT WATER HEATING 1.WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: GAS, PROPANE OR Oil-WATER HEATER WITH A MINIMUM EF OF 0.62 OR ELECTRIC WATER HEATER WITH A MINIMUM EF 01:0.93. A 0o 5 0 2.ALL SHOWER HEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.75 GPM OR LESS.ALL OTHER LAVATORY FAUCETS AIP4111- 71 'M i 4A SHALL BE RATED AT 1.0 GPM OR LESS.B TO QUALIFY TO CLAIM THIS CREDIT THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING PE S 0 SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY AND SHALL SPECIFY THE MAXIMUM FLOW RATES FOR ALL SHOWER HEADS.KITC1 IENSINK FAUCETS,AND OTHER LAVATORY FAUCETS. July 2020 SHC '. COMPOSITE SHINGLES SMALL HOUSE CATALOG 1574 GULF ROAD#1207 POINT ROBERTS.WA 98281 1 + 1 (619)787-9272 SHAWN@SMALLHOUSECATALOG.COM DESIGNED BY Shawn A.Dehner for Small House Catalog,LLC 12 2X6 RAFTERS @ 24"O/C 5 SITE ADDRESS DECORATIVE SHUTTERS WITH MINIMUM R-30 SPRAY-FOAM ❑a mm SOUTNY PER OWNER'S SPECIFICATIONS 6"TRIM GROVE ROAD 18"WINDOW BAY(SITE-BUILT) 2X6 FRAMING PROPERTY DETAILS UD I , __j H U1 to L 2X8 JOISTS @ 16"O/C { CONTACT 04 WITH MINIMUM R-30 :o N WALL ANGLES 47.5° 12 6"WINDOW CASINGS 5 HIP ROOF OR OTHER ROOF PER OWNER'S SPECRCIATIONS All I r7�-7— WATER TABLE WITH 10°BEVEL AND/OR METAL FLASHING WOOD OR CEMENTITIOUS SHINGLES EE :]d F1 ] I I I I W cif V O FRONT ELEVATION REAR ELEVATION Q I SCALE: 2SCALE: I/4"= 1' J U 5 ~ 0 m Ln Z o L LJE o W Fr N ° 12 8 I ( 8 11 12 8 II 8 PERMITTING I�} 12 5 THIS PLAN MUST BE SUBMITTED TO A ENFORCEMENT AGENCY. FLOOR 2 CANTILEVER 5 STRUCTURAL ENGINEERING MAY BE REQUIRED. 2'-0" _. STRUCTURAL ENGINEERING ANY ADDITIONAL STRUCTURAL ENGINEERING REQUIREMENTS SHALL BE Him KEPT WITH THIS PLAN AT ALL TIMES. go Ll pF NEWY ELEVATIONS �P S C 0 Gj QJ 99 Z n w �� A101 00 09250 v LEFT ELEVATIO��1 RIGHT ELEVATION 3 SCALE: 4 SCALE: 1/4"= I' July 2020 TABLE M 1504.4.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE-AND TWO-FAMILY HOMES TABLE M 1504.4.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR AREA TO BE EXHAUSTED EXHAUST RATES ONE-AND TWO-FAMILY HOMES Kitchens 100 cfm intermittent or 25 cfm continuous AREA TO BE EXHAUSTED Bathroomsltoilet rooms Mechanical exhaust capacity of 50 cfm EXHAUST RATES ntermittent or 20 cfm continuous Kitchens 100 cfm intermittent or 25 cfm continuous S H C Laundry rooms/closets Mechanical exhaust capacity of 50 cfm BathroomYtollet rooms Mechanical exhaust capacity of 50 dm intermittent or 20 cfm continuous intermittent or 20 cfm continuous Fw S1'I nbir toa!per mxxnr=00009791 m3h Laundry rooms/closets Mechanical exhaust capacity of 50 cfm irrtermittent or 20 cfm continuous Jx Fw Sk I cut(our per rnnu:e=00004791 mals TABLE M 1507.3.3(1)CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS TABLE M 1507.3.3(1)CONTINUOUS WHOLE-HOUSE MECHANICAL SMALL HOUSE CATALOG I DWELLING UNIT FLOOR AREA NUMBER OF BEDROOMS VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS 1574 GULF ROAD#207 DWELLING UNIT FLOOR AREA NUMBER OF BEDROOMS POINT ROBERTS,WA 98281 <IS00 0-I 2-3 4-S 6-7 >7 i I 1,501-3,000 0-1 2-3 4-5 6-7 3,001-4.500 0-1 2-3 4-5 6-7 >7 <I,500 0-1 2-3 4-5 16'-7" w A:I square/oot=0.0919 m2,1<ub"but=00004 N 9 m3/s 1,501-3,000 0- 1 2-3 4-5 16 7 >7 + I (619)787-9272 3,001-4.500 0-1 1 2-3 4-5 1, 6-7 1 >7 Fw St!s7uum ir"n=0.0919 m1 1 ruMc*1=0.0004719 m3/s SHAWN@SMALLHOUSECATALOG.COM DESIGNED BY 35'-0" S'-0" Shawn A Dehner for Small House Catalog,LLC I /p. I I b\\b 96'-0• 3'-0" 4•-2 In" 7, 1" 3 1/r r-I I In• 3•-0' 3'-I I Irz• 4,_6" • SITE ADDRESS \ti DECK 10 7 R03648 65 GROVE ROAD I I 36 SOUTHOLD,NY 735'A" 5'-0' R03648 ( I PROPERTY DETAILS S 1/2" 3 1/2" EGRESS I I 3-2X4 POST ON-WALL) 6'-0" 5'-2" 3' 10 1/2" 5'-2" T-2' 4'-2 1C2." 4'-B" CASEMENT CONTINUOUS 6X12 RIM-HEADER R06282% R06282 Y2 R06282%. SEE FRAMING PLAN ;';I;'. PATIO/FRENCH DOORS PATIO/FRENCH DOORS PATIO/FRENCH DOORS 6'-7 1/2" � CLOSET ;, 69 A 7`77 — — — — — — — — X4 P ST_(IN471)— R CONTACT 2-2X12 HEADER 2-2X12 HEADER 2.4DR 3-2X6 POST(IN-WAL) R06282 h 9'-5 I/2" ^� 6 ri _ � '�(, 0 O 'L1 r•, r HALLWAY&LAI_TING P j Z INSULATED I ( INSULATED C Hm ��J ( HEAT — - � nJ XLL n RCEIuNG ry CO <<FQ A6 F uj r p[ �-/ O (�CASSETTE 't 'r d- LB,WALL 268 � d ti NOTE:INSTALL SMALL SINKIVANITY ------ 36"PONY DOWNOR USE OUTSVJING DOOR _ WALLFYN_HEAT PUMP RO2882 Y2 LINEN CMPRESSL - TANNKLESSWH � C.O1vI)F"TE UNIT WATER CLOSET \\\\\\�E i T"""' EE SITE BY HVAC"IA"E" 30"SINK CABINET I i STAIRS I 2'-6- BELOW _..._..-- ..... m I HAAT b_ 2 A (FANa • I - b • R 8 Pune 032 CEDING 1 b g GREAT ROOM CAS,F TE r '. N s SPARE BEDROOM MASTER BEDROOM —3'-2" Q WOOD FLOOR o SOI — WOOD FLOOR 6 S'-11 1/2' n WOOD FLOOR 3 29"DISHWASHER THROUGHOUT MAIN I ( b OFFICE VAULTED CEILING 201 sr�ovrtM 01CO a FLAT CEILING 26'-1 I/2" LB WALL 5 s� POINT LOAD:PROVIDE 6X6 POST iA 14 BATH c O co I IF NO FULL HEIGHT WALL ° AN m o? � PUMP CEII ING " I I sw». I CASSRTF I2'-9" FULL BATH 3 N UP 32X4A SHOW R q r 9'-2 /2" 201 2.2X12 HDR 2-2X12 HDR 2-2X12 HDR0 FAN I INSULATED INSULATED INSULATED R03648 I I R03882 Y2 R03648 R03648 R03648 R03648 DH ENTRY DOOR EGRESS DH DH EGRESS EGRESS CASEMENT CASEMENT 0 6'-0" 3'-0" 9'IS" 0 3'-2" 8'-5 112" _9'.8-_ 6'-0" 3'-0" 4'-2 1/2" 4'-0" 3'-0• 3'-7" 4'-8" 3'0• V-0- 6',V 3 I/2' 3 IR" 3 I/Y 3 1/2" U 0" I I 8 IR' cr_ PORCH _40'.0'— _ 8X8 POST0 5: COMPOSITE DECKING O I I Q Q I 20'_0' I I I I U r O Q Q 2 I z E- sol sol Uco LU ; z I VERIFY IN FIELD 0 sol of z O WINDOWS AND DOORS REQUIRE VERIFICATION BEFORE ORDERING! VERIFY IN FIELD WHILEEVERY EFFORT AT ACCURACY HAS BEEN MADE. IN DEV,LOPING WINDOWS AND WINDOWS AND DOORS REQUIRE VERIFICATION BEFORE ORDERING! Ujj E > ,LABELING ,C�JGI I OPENINGS AND DETERMINING CALLOUTS,TRANfPOSITIONS ARE Q W SUSCEPTIBLE TO"TYPOS. WHILE EVFRY EFFORT AT ACCURACY HAS PFEI MAUF IN DFvFLOP!NG WINDOWS AND DOORS,LA.BGLIUG RC)LiGL{OPENINGS AND DL I E':RMINI'IC,CALLOU(5. TRAN5"G5!T'KJNS ARE T THEREFORE, ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD. IT IS TFIL. COLLECTIVE S.J.,C..E,I < F'- iBI.E TO TYPOS. 0 RESPONSIBILITY iBIRIY T THE BUILDER,SUPPLIER,AND OOR UNTO ENSI)R.F.AL.L INFORMATION IS THEREFORE, ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD. IT I; 'THE COLLECTIVE CORRECT PR!0R,TO ORDERING WINDOW AND DOOR UNITS. RESPONSIBILITY OF THF BUILDER SUPPLIER AND C.JVdf JF:TO FIdSl1RF AL.I INFORMA?ION IS IN ADDITION TO FIELD MEASUREMENTS ALL WINDOW AND DOOR OPERATIONS,FINISHES COPRFCT PRIOR TO ORDERING WINDOW AND DOC)R UNITS. AND OTHER PERTIN NT INFORMATION SHALL.BE CONFIRMFD By THE OWNER PRIOR TO ORDERING. !N ADDITION 70 FIELD MEASUREMENTS ALL WItJDOW AND DOOR O'-'FRATIONS. FINN-IFS AND OTHER PERTINENT INFORMAJ101'1 SI!ALL BF CONF:RMFD BY THE OWLiER PRIOR TO ORDERING I MAIN FLOOR PLAN UPPER FLOOR PLAN SCALE:%"= I' 2 SCALE:/ = I' KITCHEN LAYOUT 15 ILLUSTRAI IVE,VERIFY ALL DESIGN WITH OWNER 5 PERMITTING THIS PLAN MUST BE SUBMITTED TO A LOCAL CODE ENFORCEMENT AGENCY. STRUCTURAL ENGINEERING MAY BE REQUIRED. GLASS PANEL WITH SAFETY GLAZING STRUCTURAL ENGINEERING EXHAUST HOOD STACKING WASHER/DRYER MIRRORED WALL CABINET (VENT TO OUTSIDE) SHOWER/TUB COMBO / CAg NETD WALL ANY ADDITIONAL STRUCTURAL Q / ENGINEERING REQUIREMENTS SHALL BE FLOATING WALL KEPT WITH THIS PLAN AT ALL TIMES VANITY,TYPICAL SINK FAUCET 10 0 = 0 0 FLOATING WALL VANITY,TYPICAL �.�P ly C �0 RANGE 60"SHOWER-TUB 24"DISHWASHER n im m LU 2 00 92541 �,�� MAIN FLOOR PLAN 90FES S 1 14 12"-11"ROUGH-IN DIMENSIONS ACCOUNT FOR WALL FINISHING 4—MIN 15 1 4—MIN 15" PREFAB OR SITE-BUILT SHOWER PAN A201 KITCHEN VIEW _ FUW/i ATH VIEWTOILET&SHOWER-TUB FULL BATH VIEWTOILET&SHOWER-TUB 3/4 BATH VIEW 3 SCALE:Y2"= I' 4' SCA = I' S SCALE:Y2"= 1' ��SCALE:Y2"= I' July 2020 r 3; i SHO Cr ZA •� � r SMALL HOUSE CATALOG ALTERNATE FOOTING SECTION 1574 GULF ROAD#207 16"DIAMETER SONOTUBE POINT ROBERTS,WA 98281 OR FOUNDATION PER SE 3x12 PT BEAM, TYP. ALTERNATE FOUNDTATION + 1 (619)787-9272 SYSTEM: T-79!16° 15'-4" 2'-0" DIAMETER CONCRETE 3X12 PT BEAM SHAWN�DSMALLNOUSECATALOG.COM SONOTUBE FOUNDATIONS 2X12 PT RIM JOIST DESIGNED BY i)HH w/ (4) #5 BARS VERTICAL & 1 1 1 i I 1 1 1 Shawn A.Dehner for #4 TIES AT 12" O.C. ' �–__�----1._ Small House Catalog,LLC 4-2X12 PT IN-LINE BEAM 77RMINIMUM FOOTING DEPTH ; 16" .IX,��►+ = 42" BELOW GRADE. ALL 3-2X 12 PT IN-LINE BEAM SITE ADDRESS DIAMETERONPERS E® FOOTINGS 1 O BE PLACED ; ; F�4X 12 PT BEAM SUPPORT 1 � ORRFOUNDATION PER SE SIMPSON SKEWED JOIST HANGER ; ON 6" OF COMPACTED I 8X8 PT POST,NOTCHED FOR BEAM 65 GROVE ROAD SOUTHOLD,NY 3x12 PT BEAM, TYP. GRAVEL. 1 3x12 PT BEAM TYP. MAXIMUM SPACING OF ' PROPERTY DETAILS FOOTINGS = 7'-0" O.C. ' c' 91 q" 9'-9" 9'-9" 5'-7 1/16" 4'-1 15/16' i i 1 i 7'-0" 7'-011-V ill 7b—Al '-011 7'-0" 6'-10 1/4 " 1 2X12 PT LEDGER I 1 i 1 i 1 1 1 1 I I 1 2X 12 PT DECK JOISTS @ 24"O/C 36"DIAMETER SONOSfUBE® OR FOUNDATION PER SE 8X8 PT POST,N ,CHED FOR BEAM , , _ CONTACT 1 1 , 1 1 , 1 1 1 1 I i i USE APPROPRIATE HANGER i i i r, i i i i i ♦ i i i i i ; 1 / 1 , 1 1 ,.�_p:��p�_�.y� ––––�---�–––«– –/�----- 0 r– – '0' 11 T'T-TJC/'M i , i � ^ HANGER i i i i i i i i i i III i 3/A30I ; ; ; ; ; ; ; ; ; ; - �- 3/A30I 3x12 PT BEAM TYP. t 1 1 1 ; « , Lo ; L VERTICAL LOAD FROM UPPER OOR FRAMING Z F°OR101 VERTICAL LOAD FROM UPPER FLOOR FRAMING I , O/C. 4X12 PT BEAM I � � � � � � � � � � , I 1 1 I « I 1 I I 1 1 1 1 1 I , 1 , « 1 3/A301 I ����-'' __________� _ 111 I III I __ 1 1 _;-_. P_ -----r- -r--�- ------------ ---- ADDITIONAL - !i- -1 ----�-- i 1 7 I 1 , ADDITIONAL FRAMING NOT I . ADDITIONAL FRAMING NOT REQUIRED AT THIS ; ; i , , REQUIRED AT THIS :D 5> __9'-9" 9'-9" 9'-9" 9'-9" oq LOCATION. DOUBLE FLOOR I G ; ' ' LOCATION. DOUBLE FLOOR � 26'-83/4" 8'-55116° JOISTS AT ANY BEARING �,°� JOISTS AT ANY BEARING U -------71-0'� 7'-0" 7'-0f1 -/��---7'-0" 5'-701 5'-7"---1►� WALLS OR STAIR , Q��' WALLS OR STAIR CK SPACING TYP. LOCATIONS ABOVE, TYP. 2X12 RIM �� i _ N (MAX. 0 > ) LOCATIONS ABOVE, TYP. ❑ ❑ 3/A301 16"DIAMETER SONOTUBE , OR FOUNDATION PER SE r 0 i i i I Q 16"DIAMETER SONOTUBE® 8X8 PT POST,NOTCHED FOR BEAM , OR FOUNDATION PER SE J 5'-4" – 4X 12 PT BEAM –J U 0 m cW Z o ro LU E 0 w N FOUNDATION PLAN MAIN FLOOR FRAMING PLAN SCALE:%"= I' 2 SCALE:%"= I' _(D-- STRUCTURAL ENGINEERING FLOOR SYSTEM PER PLAN STRUCTURAL ENGINEERING IS RECOMMENDED FOR THIS DETAIL. SEE SHEET A601 FOR ALL STRAPPING AND CONNECTION DETAILS, TYP. SIMPSON HEAVY DUTY ANGLE - PERMITTING SIMPSON@ SDS OR SIMILAR STRUCTURAL WOOD CONNECTOR 4X 12 PT BEAM 4X 12 PT BEAM FLOOR NAILING'6"MAXIMUM SPACING THIS PLAN MUST BE SUBMITTED TO A LOCAL CODE ENFORCEMENT AGENCY. STRUCTURAL ENGINEERING MAY BE REQUIRED. POST NOTCHED TO EATE SEAT FFOR BEAMS 8X8 PT POST FINIS GRADE TJI®FLOOR JOIST STRUCTURAL ENGINEERING ---------------------------------------------------- _ 2X ATTACHMENT ; H I; t o o BOTH SIDES ° I ANY ADDITIONAL STRUCTURAL ° ° -------------- -- ---------------------- ° ° ° ENGINEERING REQUIREMENTS SHALL BE o -------------- - - -- ----------------------- o KEPT WITH THIS PLAN AT ALL TIMES, CRUSHED GRAVEL 0 0 (I i; =_ t l.jj___ DECK JOIST 75 -- p(,==: {; SIMPSON DTT2Z(OR SIMILAR) _ =7 PROTECTIVE SLEEVE TENSION DEVICE SONOTUBE®OR SIMILAR CONCRETE FORM €1; FOUNDATION oF NEwy MINIMUM FOOTING Q W A301 PER PLAN A 9250% OST IN CONCRETE USE DETAIL 1/A601 FOR FOOTING AND CONNECTIONS, TYP. DECK ATTACHMENT FOR LATERAL LOADS PER IRC FIGURE 507.2.3(1) ROPESS04 SCALE:3/4"= I' 4 SCALE: I %>"= i' July 2020 a SHC . -j. SMALL HOUSE CATALOG 1574 GULF ROAD#207 POINT ROBERTS,WA 98281 + 1(619)787-9272 SHAWN@SMALLHOUSECATALOG.COM DESIGNED BY Shawn A.Dehner for Small House Catalog,LLC SITE ADDRESS 65 GROVE ROAD FLOOR CANTILEVER SOUTHOLD,NY NO LOAD 13'-2 I/2" 17'-3 I/2"-- PROPERTY DETAILS o DOUBLE RAFTER N I I 1 I I I I I I I ROOFLOAD I 1 I 1 1 1 1 i ' ; I I WINDOW BOX(NOT PART OF FLOOR SYSTEM) I - 1 - - -i - ~- I r ._ ---------- 1 _.l-.._.._._.._j. ._.._1.____ I I I I I I 1 1 I 1 -T--. 1 `___ I 1 ! 1 1 1 1 - ''11-�- _--•� _ - -- -^-y�� _ _ _ - ; - -i__ ._. _ i_ _ .i- Y - 1 i { ' , ' , CONTACT L -11 , , 1 1 1 1 � 1 1 , , 1 1 i , 6X12 HEADER 1 1 1 (� I 6X 12 5 1 -BEAM HEADER AT TOP OF WALL I — i I I I i i i i i i J l I i i i � —t _y—_—..—.__..y._._._._._— r__——,—^c'• I i ♦� I , i 1 I , 3-2X' 6 SPF2 BUILT-UP POST'(IN-WALL)' EXTERIOR WALL BELO i I i i i i i i i i i i i i t I i i i WINDOW BOX(NOT PART OF MAIN ROOF SYSTEM) SIMPSON H I HURRICANE TIE i ; I ; I I I I I i II LB WALL BELOWJ:�T-2- � 1 1 � I 1 I 1 1 � 1 4/A401 µI 1/'�� 6/A 1 V I1 - 1f—_ _ 2X CEILING JOISTS-:, 1 1 1 i i t 1 I 1 1 1 1 1 1 1 1 ( t 1 1 i I I, , i , ' DOUBLE RAFTER i i i i i i i bC/�SP i i i i 1 1 I 1 1 �C8 1 1 I I 1 I I I 1 F I I I 1 1 1 1 I 1 'I, F �O I 1 1 SIMPSON LSTA STRAP ( k SP I I 1 i I I ORlO/ ' ' REQUIRED @ VAULTED CEILING I NQS SIS@2q i i 1 I i i i J (COLLAR TIES OPTIONAL) ' O/'� 1 1 1 1 1 1 I O/C I 1 I I 1 I 1 V i + i I Ili i I r0 1 I I I I 1 i 1 1 I I I n I I 1 I L RP RS E J 1 i I i i i i i 1 1 I I I I 1 1 I i I 1 I 1 1 1 I 1 1 1 1 1 1 I 1 1 I 1 I 1 1 1 1 1 f 1 i I 1 1 l l 1 I 1 1 i 1 I 1 I I 1 I 1 1 1 t I 1 I I t I { I 1 1 I { 1 3/, X 9 h"LVL RIDGE BOARD-CONTINUOUS 1 I i 1 1 1 i I 1 1 1 1 I I 1 1 1 1 1 1 1 I 1 1 i 1 I I I 1 I 1 I I 1 1 i 1 I I 1 1 I i i i i i i I' i �"� 6X6 POST SUPPORT 1 I 1 1 1 I 1 1 I I 1 1 1 1 1 1 1 i i I 1 I I I 1 I 1 i 1 1 I , i 1 1 I I 1 I i i 3-2X4 VERTICAL SUPPORT(IN-WALL) SIMPSON H I HURRICANE TIF. 1 I 1 I I I I i I 1 I 1 1 i I 1 I 1 1 1 i 1 1 1 1 1 i i 1 4/A401 1 I ' 1 1 I 1 1 1 I it 1 I I I 1 I 1 i I 1 1 1 - i ----r_ 6X 12 CONTINUOUS RIM-BEAM HEADER AT TOP OF WALL AREA OPEN FOR STAIRS I 1 ; ; ,G it 2X8 LEDGER ATTACHED TO WALL BELOW O ; 1 0 5; ' I SIMPSON HI 5 �IJ L PORCH ROOF O Lap - J Q1 1 1 I U .__1 J 4X8 SPF2 BEAM PORCH STEP BELOW ROOF O 0 6 m N Z o LU E < T In LU N o I UPPER FLOOR FRAMING PLAN 2 ROOF FRAMING PLAN SCALE,/ — I cyl / USE ALL SPECIFIED FASTENERS. BEAM&STRAP THE S/H I AND SH IA CAN BE INSTALLED WITH FLANGES / FACING OUTWARDS(REVERSE OF INSTALLATION / ILLUSTRATION)WHEN INSTALLED INSIDE A WALL FOR TRUSS PLATE NAIL:16D(0.148 X 3 Y,,")AT 16"O.C. APPLICATIONS. '>-, SIMPSON HI HURRICANE CLIP / PERMITTING (6"ON CENTER AT BRACED WALLS) i 2X4 OR 2X6 STUD WALL 1 / HURRICANE TIES DO NOT REPLACE SOLID BLOCKING. N1111 FASTEN RAFTER TO HEADERDECK NAIL•TYPICALLY 8D(0.131 X 2 i1")AT 6"O.C. WHEN PANEL THICKNESS EXCEED%a'", 5/H I A MAY BE USED WITH PROPRIETARY TRUSS SECTIONS. � c 0 0 0 / WITH 3-16D NAILS THIS PLAN MUST BE SUBMITTED TO A i TRIM SHEATHING TONGUE AT RIM BOARD CONTACT MATERIAL SUPPLIER FOR SPECIFIC INSTALLATION / LOCAL_CODE ENFORCEMENT AGENCY. DETAILS. / STRUCTURAL ENGINEERING MAY BE REQUIRED, WALL SHEATHING • IIR ZSHE AND H6 TIES ARE ONLY SHIPPED IN EQUAL RIM BOARD-TO-TJI®JOIST CCNNECTION QUA / I QUANTITIES OF RIGHTS AND LEFTS. / O / STRUCTURAL ENGINEERING WEB STIFFENERS BOTH SIDES FOR I-JOISTS METAL FLASHING / NONE REQ'D FOR SOLID LUMBER O ENGANY INEERING STRUCTURAL I'r&"TJO RIM BOARD OR i I %"TIMBERiTRAND LSL O REQUIREMENTS SHALL BE i O KEPT WITH THIS PLAN AT ALL TIMES. TJI®OR SOLID LUMBER O O TOE NAIL,16D(0.148 X 3/,")AT 6"O.C. SPANNING IN EITHER DIRECTION 0 1 1 RIM BOARD-TO-TJI®JOIST CONNECTION 0 i C SIMPSON SDS SCREW 1 1 i RAFTER-TO-PLATE , I i CLOSED SOFFIT MATERIAL 1 1 1 1 1 1 1 BLOCKING oj NEwY FRAMING: FLOOR NOTE:(HANGER NOT SHOWN)BEND STRAP ONE TIME ONLY,MAX. 12:12 JOIST PITCH. zNW UjA401 �O 092541 �Ci? _ v AROFESS10 i-JOIST OR SOLID LUMBER JOIST AT WALL S/H AND H SEISMIC AND HURRICANETIES SIMPSON LSTAI8 STRAPTIE TJI®RAFTERSTIEDOVERRIDGEBOARD HEADER 3 SCALE: 4 ISOMETRIC 5 ISOMETRIC (D�C.O�NTINUOUS : I %"= 3" July zo2o FSH C SMALL HOUSE CATALOG 1574 GULF ROAD 4207 POINT ROBERTS.WA 98281 + 1(619)787-9272 SHAWN@SMALLHOUSECATALOG.COM DESIGNED BY COMPOSITE SHINGLE ROOF ASSEMBLY Shawn A Dehner for ESTIMATED OVERALL HEIGHT OF STRUCTURE 30$ROOF FELT OR SYNTHETIC ROOFING UNDERLAYMENT Small House Catalog,LLC "APA RATED STRUCTURAL ROOF SHEATHING 2X8 SPF2 RAFTERS @ 24"O/C WITH MINIMUM R-30 SPRAY-FOAM CAVITY INSULATION SITE ADDRESS STAINED rrb"T&G CEILING BOARD OR`5"GYPSUM CELING BOARD WITH LEVEL 5 FINISH&LATEX PAINT 12 1265 GROVE D 12 8 8 SOUTHOLD,NY 8 2X4 CEILING JOISTS/ PROPERTY DETAILS - COLLAR TIES 2X COLLAR TIE @ TOP OF CONTINUOUS R111-HEADER FOR FLAT CEILING 48"O/C TOP OF HEADER OVER 8' 1 W PRECUT STUD WALL —6X 12 BEAM y TOP OF SECOND FLOOR WALL_ :o M ? CONTACT 3/4 BATH I m WINDOW SHUTTER PER 00 MASTER OWNER'S SPECIFICATIONS _ BEDROOM 12 °JZo WOOD FINISH FLOO f., O 5 N p N TOP OF SECOND'SUBFLOOR -7777 TOP OF SECOND SUBFLOOR 4X8 BEAM N TOP OF MAIN FLOOR WALL USE SIMPSON POST-TO-BEAM CONNECTOR �r { � ' TOP OF MAIN FLOOR WALL 9' HANDRAIL PER 5#)UMBO-TEX KITCHEN WOOD OR CENIENTITIOUS SHINGLE SIDING �2 159 STRUCTURAL SHEATHING GREAT ROOM I- 'a 41A50i IS#JUMBO-TEX FELT � I-- �_ FINISHING MATERIALI I re i %"APA RATED STRUCTURAL SHEATHING 2X6 SPF2 STUD(cit 16"O/C WITH MINIMUM R-21 CAVITY INSULATION %a"GYPSUM WALL BOARD WITH LEVEL 5 FINISH&LATEX PAINT (3)2X12 STRINGERS 1_ 3 2" 'm I WATER CLOSET o0 BELOW STAIRS a v o` o, I m Z bo 0 u r U � �� � 5/4"COMPOSITE DECKING,TYPICAL j MINIMUM 36X36 p { LA TOP OF SUBFLOOR&DECK - NDING _ TOP OF MAIN SUBFLOOR&DECK M ~o 0H?BEAiyF 3X12 BEAM,TYP. n \ N `NOTCHED POST v V 12" O Ji 2to UQ MIN Q , 010 M ~� U J „ �C 1 4 ALL FOOTINGS TO FROSTUNE MINIMUM 2'-0"DIAMETER 1.4„ 0 LL OJ ( ) FOOTINGS(TYP.). Q Q SEE A-301&A-601. ALTERNATE FOUNDATION DETAIL: FLUSH MOUNTED SIMPSON STRONG TIE COLUMN BASE ATTACHMENT. USE 0 op N MINIMUM 1/4" DIAMETER CONCRETE ANCHORS WITH 4-3/4" Z O EMBEDMENT TO INSTALL COLUMN BASES - TYPICAL ALL _ POST LOCATIONS AT FOUNDATION - SEE DETAIL ON A601 LU V) p w N o SECTION I SECTION 2 2 SCALE:%"= I' STAIRWAYS SECTION 311.7 R311.7.1 Width.Stairways shall be not less than 36 inches(914 mm)in clear width at all points above the permitted handrail height and below the required headroom height.Handrails shall not project more than 41/2 inches(114 mm)on either side of the stairway and the clear width of the stairway at and below the handrail height,including treads and landings,shall be not less than 31112 inches(787 mm)where a handrail is installed on one side and 27 inches(698 mm)where handrails are provided on both sides.Exception:The width of spiral stairways shall be in accordance with Section R311.7.10.1.R311.72 Headroom.The headroom in stairways shall be not less than 6 feet 8 inches(2032 mm)measured vertically from the sloped line adjoining the tread nosing or from the floor surface of the landing or platform on that portion of the stairway.Exceptions:1.Where the nosings of treads at the side of a flight extend under the edge of a floor opening through which the stair passes,the floor opening shall be allowed to project horizontally into the required headroom not more than 43/4 inches (121 mm).2.The headroom for spiral stairways shall be in accordance with Section R311.7.10.1. R311.73 Vertical rise.A flight of stairs shall not have a vertical rise larger than 147 inches(3734 mm)between floor levels or landings.R311.75 Stair treads and risers.Stair treads and PERMITTING risers shal meet the requirements of this section.For the purposes of this section,dimensions and dimensioned surfaces shall be exclusive of carpets,rugs or runners. (AIODIF IED PER LOCAL CODE)R311.75.1 Risers.The riser height shall be not more than 8'i inches(196 mm).The riser shall be measured vertically between leading edges of THIS PLAN MUST BE SUBMITTED TO A the adjacent treads.The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch(9.5 mm).Risers shall he vertical or sloped from the underside LOCAL CODE ENFORCEMENT AGENCY. of the nosing of the tread above at an angle not more than 30 degrees(051 rod)from the vertical.Open risers are permitted provided that the openings located more than 30 inches(762 STRUCTURAL ENGINEERING MAY BE mm),as measured vertically,to the floor or grade below do not permit the passage of a 4-inch-diameter(102 mm)sphere.Exceptions:LThe opening between adjacent treads is not REQUIRED. 1 1/2" limited on spit at stairways.2.The riser height of spiral stairways shall be in accordance with Section 11311.7.10.1. {1IODlFiED PER LOCAi,CODE)R311.75.2 Treads.The tread depth shall be not less than 9 inches(254 mm).The tread depth shall be measured horizontally between the vertical STRUCTURAL ENGINEERING planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge.The greatest tread depth within any flight of stairs shall not exceed the smallest by HANDRAIL SHALL BE SMOOTH&TERMINATE more than 3/8 inch(9.5 mm). AT NEWEL POST OR WALL R311.753 Nosings.The radius of curvature at the nosing shall be not greater than 9/16 inch(14 mm).A nosing projection not less than 3/4 inch(19 mm)and not more than 11/4 inches ANY ADDITIONAL STRUCTURAL METAL BRACKET,TYPICAL (32 mm)shall he provided on stairways with solid risers.The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch(95 mm)between two ENGINEERING REQUIREMENTS SHALL BE stories,including the nosing at the level of floors and landings.Beveling of nosings shall not exceed 1/2 inch(12.7 mm). KEPT WITH THIS PLAN AT ALL TIMES. BLOCKING R311.7.6 Landings for stairways.There shall be a floor or landing at the top and bottom of each stairway.The width perpendicular to the direction of travel shall be not less than the width of the flight served.Landings of shapes other than square or rectangular shall be permitted provided that the depth at the walk line and the total area is not less than that of a quarter circle with a radius equal to the required landing width.Where the stairway has a straight run,the depth in the direction of travel shall be not less than 36 inches(914 mm). R311.7.7 Stairway walking surface.The walking surface of treads and landings of stairways shall be sloped not steeper than one unit vertical in 48 inches horizontal(2-percent slope). R3113A Handrails,Handrails shall be provided on not less than one side of each continuous nun of treads or flight with four or more risers. WOOD OR CEMENTITIOUS SHINGLE SIDING R311.7.8.1 Height.Handrail height,measured vertically from the sloped plane adjoining the tread nosing,or finish surface of ramp slope,shall be not less than 34 inches(864 mm)and 15#JUMBO-TEX FELT INTERIOR FINISH WALL %z"APA RATED STRUCTURAL SHEATHING not more than 38 inches(965 mm). 2X6 SPF2 STUD @ 16"OIC WITH MINIMUM R-21 CAVITY INSULATION 8311.7.82 Continuity.Handrails for stairways shall be continuous for the full length of the flight,from a point directly above the top riser of the flight to a point directly %a"GYPSUM WALL BOARD WITH LEVEL 5 FINISH&LATEX PAINT lowest riser of the flight.Handrail ends shall be returned or shall terminate in newel posts or safety terminals.Handrails adjacent to a wall shall have a space of not less than 11/2 inches (38 mm)between the wall and the handrails.Exceptions:1.Handrails shall be permitted to be interrupted by a newel post at the turn., SECTIONS R311.7.83 Grip-size.Required handrails shall be of one of the following types or provide equivalent graspability.1.Type L Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches(32 mm)and not greater than 2 inches(5l mm).If the handrail is not circular,it shall have a perimeter dimension of not less than 4 inches(102 mm) and not greater than 61/4 inches(160 mm)with a cross section of dimension of not more than 2-1/4 inches(57 mm).Edges shall have a radius of not less than 0-01 inch(025 mm).2. Type 1I.Handrails with a perimeter greater than 6-1/4 inches(160 mm)shall have a graspable finger recess area on both sides of the profile.The finger recess shall begin within a G �F NS distance of 3/4 inch(19 mm)measured vertically from the tallest portion of the profile and achieve a depth of not less than 5116 inch(8 mm)within 7/8 inch(22 mm)below the widest portion of the profile.This required depth shall continue for not less than 3/8 inch(10 mm)to a level that is not less than 1314 inches(45 mm)below the tallest portion of the profile.The width of the handrail above the recess shall be not less than 11/4 inches(32 mm)and not more than 23/4 inches(70 mm).Edges shall have a radius of not less than 0.01 inch(0.25 mm). 9"p R311.7.11 Alternating tread devices.As per local amendment.Alternating tread stairways may serve as an exit from an area not to exceed 200 square feet.Alternating tread stairways * Z A501 shall have a minimum tread depth of 10.5 inches(276 mm).The rise to the next alternating tread surface should not be more than 8 inches(203 mm).The initial headofthe stairway - U.; shall begin at the same elevation as the platform,landing or floor surface.An approved handrail shall be provided on each side. I . R311.7.12 Ships ladders.As per local amendment,an interior fire escape stairway may serve as an exit from an area not to exceed 200 square feet.The pitch of the stairway shall not (P exceed 60 degrees with a minimum width of 24 inches.Treads shall not be less than 4 inches in width and the rise between treads shall not exceed 10 inches.An approved handrail shall 925 A� be on both sides. 2X6 �ERIORVVALLCODE MINIMUM R-2I TYPICAL HANDRAILATTACH ED TO WALLS WITH METAL BRACKETS)3 SCALE:3SCALE:3"= I' July 2020 CODE INFORMATION Minimum Uniformly Distributed Live Loads : Table R3015 2020 Residential Code of New York State(publication date:November 2019) 2020 Building Code of New York State(publication date:November 2019) USE LIVE LOAD DEAD LOAD NAILING AND STRAPPING 2020 Plumbing Code of New York State(publication date:November 2019) 2020 Mechanical Code of New York State(publication date:November 2019) Exterior Balconies 40 psf 10 psf (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) " "� % ,-p. Ski1C H]C 2020 Fuel Gas Code of New York State(publication date:November 2019) 2020 Fire Code of New York State(publication date:November 2019) 40 psf 10 psf NOTE: 2020 Property Maintenance Code of New York State(publication date:November 2019) / 2020 Existing Building Code of New York State(publication date:November 2019 Passenger Vehicle Garages 50 psf as per plan ALL STRAPPING TO BE 1 1/4'X20 GAUGE STEEL OR 'SIMPSON' EQUIVALENT 2020 Energy Conservation Construction Code of New York State(publication date:November 2019) 1 o psf 10 sf CS20 (COILED STRAP) ALL COIL STRAPPING TO HAVE MINIMUM 12' BEARING �"` °`' 2016 edition of the Energy Standard for Buildings Except Low-Rise Residential Buildings("ASHRAE 90.1-2016^) ATTICS without Storage P p ON WALL STUDS (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. h ICC A117.1-2009 Accessible And Useable Buildings And Facilities With The NYS Newly Adopted Accessibility Sign ATTICS with Storage 20 psf 10 psf SPECIFICATIONS) ALL STRAPPING TO BE SPACED AT 16' O.C. ALL ARABLE SMALL HOUSE CATALOG ROOMS other than sleeping rooms 40 psf 10 psf CONNECTORS N CONTACT W/ P/T WOOD SHALL BE FINISHED N 'IMAX 1574 GULF I`I l�az07 TABLE R301.2(1) POST HOT-DIP GALVANI7iD OR STAINLESS STEEL. POINT Rc�BIMWA98281 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Sleeping Rooms 30 psf 10 psf ROOF RIDGE AT RAFTER TO RIDGE BOARD CONNECTION BOARD/BEAM + r(,!>19)7e7-9z7z WIND DESIGN SUBJECT TO DAMAGE FROM 40 psf 10 psf LIMIT OF FOR RIDGE STRAP- (3) 8D COMMON AT EACH END OF STRAP _______ ICE SHIELD AIR MEAN Guardrails and Handrails 200 psf 10 psf FOR ALT. COLLAR TE - (3) 10D COMMON NAILS AT EACH END � sHawr rESIG us�rATAl.O�.CC?r9 GROUND WIND BORNE SEISMIC WINTER UNDERLAY- FLOOD MODERATE COLLAR SNOW SPEED(MPH) TOPOGRAPHICAL SPECIAL WIND DEBRIS DESIGN FROST LINE DESIGN MENT HAZARDS WAVE FREEZING ANNUAL ROOFS L____-- DESIGNED LOAD EFFECTS REGION REGION CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED ACTION INDEX TEMP Flat or rise less than 4 inches per foot(1:3) 16 psf AT RAFTER TO RIDGE BEAM CONNECTION MODERATE TO Rise 4 inches per ft. less than 12 inches per ft. 12 psf 10 psf Shawn o,LLC FOR ADJUSTABLE (10) 1oD COMMON NAILS AT FACE �'• NO NO B SEVERE 3 FEET 11 YES NA NA 618 52-1 DEG. JOIST HANGER - (5)10D COMMON NAILS AT RAFTER ��Its ca 1 20 psf 140 NO �`w 'SMPSON' LSSU28 SITE ADDRESS MANUAL J DESIGN CRITERIA — ROOF ALTITUDE HEATING DESIGN NOTE: FOR CATHEDRAL. CEILING RAFTERGROW INTERIOR DESIGN TEMPERATURE TEMPERATURE AT SLOPING RAFTERS OR RAFTER TO CBLNG S UTHO D NY ELEVATION LATITUDE WINTER HEATING SUMMER COOLING CORRECTION TEMPERATURE HEADER CONNECTIONS PROVIDE JOIST saurl�al.c�,r nr FACTOR DIFFERENCE COOLING SIMPSON 'LSSU28' ADJUSTABLE HANGS ROOF r---------- N ADDITION TO STRAPPING ® RIDGE 40' N 12.5 DEG 84 DEG 1 70' 75' (DB 63' WB) 57.5 ,I � RAFTER PPERTY DETAILS R AT RAFTER TO TOP PLATE TO STUD CONNECTION CEILING TOP PL COOLING WIND VELOCITY HEATING WIND VELOCITY COOLING COINCIDENT WET BULB DAILY RANGE WINTER HIUMIDITY SUMMER HUMIDLY H8 (5) 10D COMMON NAILS AT EACH END OF STRAP JOIST TEMPERATURE BY'SIMPSON' DIFFERENCE — •SMPSOM HEI ' CONTACT g 15 7.5 715 M 30Y. 45-55% NQIEL L _4_ ALL S & STRAPS CAN BE MOUNTED STUD FROM EITHER ALL EXTERIOR OR ALL INTERIOR BUT NOT A COMBINATION OF BOTH. AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION 3X12 PT GIRDER, TYP. OF (2) (ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) 'SIMPSON ; FOR STRAP (4) 8D COMMON NAILS MTS 16 5/8"DIAMETER GALVANIZED POST NOTCHED TO CREATE SEAT - " ELEV. 14.0 AT EACH END OF STRAP SHOE PL. THRU-BOLTS AT FOR BEAM SUBFLR. GIRDER-TO-POST OL ARK BROW,' O 8' CONNECTIONS 8X8 PT POST (TYP)ATTACHED TO 2'-0" LOAM FOR ���� FOR COMMON NAILS STRAP CONFKi FOR FACH STRAP RM JOIST �� FLOOR DIA. CONCRETE FOUNDATION WITH GM STRAPS TOTAU I '�T SIMPSON STRONG-TIE ABU88Z POST BROWN BASE CONNECTOR. CONTRACTOR TO SM LOAMY SAND 2.6' TOP PL FOLLOW MANUFACTURERS SPECIFICATIONS FOR ATTACHMENT FOR SECOND R.R.- SHEATHING TO OVERLAP ADDITIONS FIRST & SECOND FLOOR & REQUIREMENTS 2'-0" DIAMETER CONCRETE STUDS BY MIN. 12' MEDIUM SONOTUBE FOUNDATIONS W/(4) #5 SW SAND 6.5' BARS VERTICAL  TIES AT 12" O.C. & GRAVEL -o WATER ELEV 4.1U P., 0 > WATER IL SHOE P �o sUBFLA S4'.r MEDIUM 6.0' AT STUD TO FLOOR ASSEMBLY SAND "'" & TO SILL PLATE CONNECTION } RM JOIST GRAVEL 4 FLOOR � FOR STRAP - AT EACH END OF STRAP �� �T (4) 8D COMMON NAILSU � •I J JULY 19, 2019 WRAF' STRAPPING UNDER SILL PLATE "; SILL PL S 0�_ 0 K. WOYCHUK LS MINIMUM FOOTING DEPTH =42" BELOW GRADE.ALL FOOTINGS TO BEU j ^ . PLACED ON 6" OF COMPACTED �• • � GRAVEL. IDC! j -- - Z _ LLJ AT STUD TO FLOOR ASSEMBLY ' O TO SILL PLATE CONNECTION (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) 2SCTN_�- WRAP PAL FOOTING DETAIL SOIL BORING, SCALE: N.T.S. FOR STRAP - (4) 8D COAMION NAILS1 -0 ° •AT EACH END OF STRAP STRAPPING UNDER SILL PLATE ` • 1 ° • . .•. . ^iT f" a, END VIEW SECTION NAILING & STRAPPING AT NOTE: A!1 STRAPPING TO BE 1 V4'X20 GAUGE STEEL OR EXTERIOR WINDOW / DOOR HEADERS � E I � �� BE TO SW=ATHING) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) PERMITTING NAILING SCHEDULE 'B' : Moo FRAME CONSTRUCTHON MAMUAU THIS ri,'""'�:-�O CEPIE T A TO a LOCAL�CaE7E'ENrpP.CEMC.N'f AGri ROUGH OPENING REQUPDOENTS FOR WINDOW OPENINGS 5T1 lJC rtJR 41.ENGINEE1i1NG MAY 6E RI_QU1RL1}. Notation Rough A B C D E F STRUCTURAL ENGINEERING Opening 2'-0" 2 (1) 2x4 1 1 1 1 A ANY aEx;•maNAE,srxucTvRAE. 4'-0" 4 (1) 2x4 2 2 2 2 A r KEPT WITH iii PLAN ATALL T MES.r 6'-0" 6 (2) 2x4 or (U 2x6 3 3 3 3 D 8'-0" 8 0 2x4 or (1) 2x6 3 3 3 3 10'-0" 10 (2) 2x6 4 4 4 4 12'-0" 12 0 2x6 5 1 5 5 5C B E Notations A. NUMBER OF 8D NAILS AT EACH END OF STRAPPNGS B. NUMBER OF SL. STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) c. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER A DETAILS D. NUMBER OF 16D NAILS BIND-NALED THROUGH ADJACENT KING STUD TO END F �1�1 NES y0 OF HEADER AT EACH SDE J q E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) F. NUMBER OF 16D NALS END-NAILED THROUGH ADJACENT JACK STUDS TO I Au A601 END OF SILL(S) AT EACH SDE DOES NOT APPLY TO DOORS) ,z N 254 �? 3 STRAPPING DETAILS OWES S lOy202o SCALE: N.T.S.