Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
51102-Z
aop souTyo`o Town of Southold * * P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46454 Date: 08/29/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 600 Glenn Rd Southold, NY 11971 Sec/Block/Lot: 78.-2-24 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 06/24/2024 Pursuant to which Building Permit No. 51102 and dated: 08/21/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single-family dwelling with an unfinished basement, covered front porch, rear deck, 2nd floor decks (2), and an attached garage as applied for. The certificate is issued to: 600 Glenn LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1862 07/11/2025 ELECTRICAL CERTIFICATE: 51102 05/14//2025 PLUMBERS CERTIFICATION: Gene Kleine 05/05/ 25 \ _(N�n t)4 A tho ' e Sign ture �goFFOtco. TOWN OF SOUTHOLD BUILDING DEPARTMENT y A 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#: 51102 Date: 8/21/2024 Permission is hereby granted to: 600 Glenn LLC 3 Sandie Ln Manorville, NY 11949 To: construct single-family dwelling as applied for SCHD, DEC & Trustees approvals. At premises located at: 600 Glenn Rd, Southold SCTM #473889 Sec/Block/Lot# 78.-2-24 Pursuant to application dated 6/24/2024 and approved by the Building Inspector. To expire on 2/2012026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,078.50 CERTIFICATE OF OCCUPANCY $100.00 Total: $3,178.50 i Bui nspector o��oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • O Southold,NY 11971-0959 �yCOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 600 Glenn LLC Address: 600 Glenn Rd City: Southold St: NY Zip: 11971 Building Permit#: 51 102 Section: 7$ Block: 2 Lot: 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Big Bear Electric License No: 43841 ME SITE DETAILS Office Use Only Indoor 57 Basement r7o Service Solar (- Outdoor 170. 1st Floor P—F Pool Spa (— Renovation r 2nd Floor Hot Tub Generator r Survey r Attic Garage Battery Storage [- INVENTORY Service 1 ph y, Heat Duplec Recpt 59 Ceiling Fixtures 19 Bath Exhaust Fan 5 Service 3 ph [ Hot Water Gas GFCI Recpt 27 Wall Fixtures 15 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 78 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt Gas2 Emergency Strobe Heat Detectors Disconnect Switches 64 4'LED Exit Fixtures. Other Equipment: Fridge, DW, Oven, Hood, W/D2, (3)Mini Fridges, dehumidifier Notes: Two Story w/ Unfinished Basement Inspector.Signature: X Date: May 14, 2025 Sean Devlin Electrical Inspector sean.deviina-town.southold.ny.us 600GIennHouse Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 5 l C Owner: (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this day of ., , 20 2- Notary Public, ( a&x u.. County CHRISTINE VAZQUEZ Notary Public-state of New York No.01 VA6307026 Qualified in Suffolk County My Commiasion Expires June 30,2026 1 (f O� #�OF SOUIyO l # y TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 " INSPE-CTION [ ] FOUNDATION 1ST/ REBAR [ ] 'ROUGH PLBG. [ ] F UNDATION 2ND [ .] INSULATION/CAULKING [s4 FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ .] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: �r 0 b2 DATE -INSPECTOR OF SOUIHpI b �®Qv- W Gl ev l k6k ti o # # .:TOWN OF SOUTHOLD BUILDING DEPT.. 631-765-1802 INSPECTION [ ] FOUNDATION.-I ST/ REBAR [ ] ROUGH PLBG. [ ]- FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY - [ ] FIRE,SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION K] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ .] CODE VIOLATION [ ] PRE C/O [ ] ,RENTAL REMARKS: Lts DATE INSPECTORLad�- 21 I�� OF SOUjh°!o # TOWN OF SOUTHOLD .BUILDING DEPT. Coulm,� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL . [ . ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ]' FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: asy (a-hor vl k 5 hloGIc-In� ,o228� 2-� �'l �f2o em CGI L� S0 aG�l S 2o�iAt, JitA4s iAvtrA 1a tq 4rz- chase ? AZOAA - o seem 4kitA oiuej ci°oie- Ie.s� 416L) h u45 J a S YI.e 2a(cot �04 n It vm w'Mows DATE 19-a,.9 INSPECTOR souryO # # TO N OF SOUTHOLD BUILDING DER.1 ou � 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [. ] FIREPLACE & CHIMNEY [ ].:FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) ">IV ELECTRICAL (FINAL) [ ] CODE VIOLATION j ] PRE C/O [ ] RENTAL v REMARKS: ire d . OLCV40 w2� Scoolho #g/Acd/on 5v au� jgf Al pfl ZoEc r 0 �ZAI of r\, All Aamm("::7 4 go�_ bo 6�9A_ s/n Coor p�k &jf We av81- 2txj, r«rct Of41et p4a tj M V� e�_ a/ Q,, vjoo� W, ojis , 1V0 C 9e ) U �Vb DATE 'Z 2,5 INSPECTOR oe souryOlo # # TOWWOF SOUTHOLD BUILDING DEPT. °y',ourm,��' 631-765-1802 �lto,��.,INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG-. [ ] FOUNDATION-2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ "] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i I 1 G� y Cloy-" Dp---M WAA S N A� (4) ll!�A� � .- ��(� CCU w I54, _. DATE J = 'IINSPECTO = SOUtyo - - V� L V --(Q b7 e'Av`A � �o # TOWN.OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND: [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [. ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: #0vs� Cctr��e.x (5 k raAseOk lv ,fie DATE 13. aS INSPECTOR OF SOG,yo� Si log 6co 61 el , # TOWN OF SOUTHOLD BUILDING DEPT. Coorm��'` 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ . ],FOUNDATION 2ND [ } INSULATION/CAULKING FRAMING /STRAPPING [ ] .FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]' ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ .] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R ARKS: rrt J ro ee h c� -lf3( i5laW ou,` 1 me -5 r&lccll4 o� o eArvtce Qu4lie cotnde&t or-�5 ree�tT 4o (D r -ro ir catio� DATE S o2 INSPECTOR OF So//lyO� 5 Ncl- .(/,?Co # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION r [. ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ t] PRE C/O REMARKS: L DATE c INSPECTOR Home Energy Rating Certificate Rating Date: 2025-03-25 Final Report Registry ID: 210041223 N••II RATING• Ekotrope ID: Lzl8bXx2 IN•U.•TION f N.••T• Index Score: Savings 600 Glenn ' • our • Southold, 11971 performance score.The lower the •5 $6, 167 • . Roberts learn more, visit www.hersindex.com "Relative to an avera.- U.S.home Premier Development Your Home's Estimated Energy Use: This home meets or exceeds the Use [MBtu] Annual Cost criteria of the following: Heating 86.8 S4,330 2020 New York ECCC Cooling 4.7 $341 2018 International Energy Conservation Code Hot Water 14.4 $704 Lights/Appliances 24.4 $1,713 Service Charges $1,166 Generation (e.g. Solar) 0.0 $0 Total: 130.3 $8,254 HERSIndex Home Feature Summary: Rating Completed by: mar.F-0 Home Type: Single family detached Energy Rater: Matt Wahl ISO Model: custom home Existing Igo Community: n/a RESNET ID: 2S7284S Homes ;yn Conditioned Floor Area: 2,942 ft2 Rating Company: Energy Rating Service Inc 120 Number of Bedrooms: 4 3S Tellar Dr,Islip Terrace,NY 11752 Ito Reference Ito Primary Heating System: Furnace•Propane•96.1 AFUE 631-566-8439 Home 100 Primary Cooling System: Air Conditioner•Electric•16.3 SEER"" Rating Provider: Building Efficiency Resources 8_ Primary Water Heating: ResidentialCIt. ?A ' r.Propane•0.72 Energy Factor p0 Box 1769 Brevard,NC 28712 ,o House Tightness: 917.1 CFM5 800-399-962060—• : 65 CFM,65 atts,15.6 Watts•Exhaust Only, so TtnsNonw Ventilation: Exhaust Only r 4 0 Duct Leakage to Outside: 44 CFM,a 25Pa(3.62/100 ft2)50 ..+•»,« �. :a Above Grade walls: R-18 /�A/�J,/ ,� � o.,. •�;. ,n Ceiling: Vaulted Roof,R-38 Zero Energy Home o Window Type: U-Value:0.3,SHGC:0.31 Foundation N/A Matt Wahl,Certified Energy Rater ..N Digitally signed:5/6/25 at 2:57 PM Framed Floor: R-30 Ekotrope RAI ER-Version:4.2-23625 report6 ekotrope The Energy Rating Disclosure for this home is available from the Approved Rating Provider. Energy savings calculated without modifKations to the energy model.(As Modeled) This does not • or guarantee. 600 Glenn Rd Southold NY HERS"Index Score: Rating Date: Mar 25,2025 HERS Registry ID: 210041223 Annual Estimates: Rating Company: Electric(kWh): 8,563.7 Energy Rating Service Inc Propane(Gallons): 1,110.7 Rating Provider:Building Efficiency Resources CO2(Tons): 10.6 Rating Provider Address: Approx.Energy Cost: $8,254 PO Box 1769 Brevard,NC 28712 Home Feature Summary: Single family detached,4 bedrooms,2,942 ft' ,SO Heating:96.1 AFUE Homes1100 ,» Cooling: 16.3 SEER ,ro Hot Water:0.72 Energy Factor Rr•/•n>nnAir Leakage: 917.1 CFM50(1.84 ACHSO) Ventilation: eo 65 CFM,65 CFM•15.6 W,15.6 W This Nome •Exhaust Only,Exhaust Only Duct LTO: 44 CFM`25Pa(3.62/100 ftz) 1r!O f'N9 Above Grade Walls:R-18 Nome Ceiling:Vaulted Roof,R-38 Window:U:0.3•SHGC:0.31 Foundation Walls:N/A Ekcitrope otrope New York 2020 Label 600 Glenn Rd �,;:i. Model:custom home Ekotrope RATER-Version:4.2.2.3625 1f1` HERS` Index Score:58 Building Envelope Specs Ceiling:R-38 r� Above Grade Walls:R-18 Foundation Walls: N A Exposed Floor:R-30 Slab: N,,A Infiltration:917.1 CFM50 0.84 ACH50? Duct Insulation:Supply:R8,Return: R8 Duct Lkg to Outdoors:44 CFM(;25Pa (3.62; 100 ft2) Window&Door Specs U-Value:0.3,SHGC:0.31 Door: R-4 Mechanical Equipment Specs Heating:Furnace-Propane•96.1 AFUE Cooling:Air Conditioner-Electric• 16.3 SEER Hot Water: Residential Water Heater-Propane•0.72 Energy Factor Average Mechanical Ventilation: 119.2 CFM Builder or Design Professional Signature: r New York 2020 Label 600 Glenn Rd Ik"ng En%,M O Syea - Ceu�ng:R-38 Above Grade Walls:R-18 Foundation Walls:N;A � Exposed flow:R-30 -Slab:N/A Q infihration:917.1 CFM50,I AW ACH50 s./ Duct lnsulation:Supply R8.Return;R8 Cv Ouct lkg to Outdoo,: CFM.F 25Ra 3.62 0C^,' ly CL 0 WkNIOW&DOW SP.. Q U-l'alue:0.3.SHCC:0 3 i O Door. n 'y') 'haO Ce -96'AFUE . Cooling:Air Condn•oner•E)ectnc•+6.3 SEER '� r Hot Water.Res.d-b.,Water nwtK.Propane•0.72 M. I Energy f,R„ W a-+e�age Mschan�ci:'antlrtion:"91 CFV, Bullder or Dealgn ProEeaM nal 600 Glenn Rd Slut old NY 11nnW1Erynytw E4�.k ftlYhl aasma Ral el4rbmr. B. .l 1n.r9r CO2iT vy cot�Tyµf Bu�le�ny AR "era tan leer: R�a.E^e'9YCa1: Sa.lH avOV9 eFanldradtlreFc au t)6p anwrt Nc Nome Fwtyry 111 � ppa�aw.t"^�j anxne6 a Me��ieq_ Alu Cwwlp.Ie3 Yfa s � nnl caner p.)p lnaFey Erb Ki rehga _� �r aFacNSp; CFN.ISiVy,If a W a �t+�aw.ruW.Ftl.yntgp. N(FM a Fiq ray i lop 1n ��4aealgp.a.N nano Vwaleeaey a.N 1 1 1'1 rr S, L r e,Yv �•��t5 Lr N � •h'1 2 1 Ir I � , I � . yT��'r �,u(I try V•e. •:J SAS �$r �+ii�rr �''♦'�°' ...jv�'i'S r fi I.�S,rr-,'d�''�Ls`.�'..'"cM1f f s7r x ` ♦ ��`• V 'r 'f}�..: ,hYe' •'� r. rir� t,. V.-I, �f S ra tfi ,r ;l�iS rl��-r r ��r�.���`f ;.+ s.�� �a7�Yl���} r✓+ .rS. k ,,�, _ •y$` � �..� # - +e „�,, .y � ff.»� Y` � ' ,/V .42 ^� .K�� ,Jt:�+`7 .ly,-�.. ,> 4';c•'�i*:h ., i ' "��.,. -.:l r1 ,j� � �: .q A� .��# �!r-�t: ,v�'r '�� 91. .n• s x° �!.2'��y� t �.. �s r":� r1ti� �• � >'• ••�; k�* s M1�s"}'-; '�` ,� 'ti � � r 2 f sr•`, � � '+1b rJ� � `€ :,-`rr ,t r J FRN�V,A 7- x a�Fr t'.r M1 r k'✓h'S1 t j t y i 1 t y .. gar '�' ,rpe rt• •: -�. J:t :. ,s ye' ,�'' +-sc `sfL '' ''}`"' +, �'`'l Yc'i �•�i �£ � "��4 ,A•Y'r� •' '�a 1 �� rf,K� �,, U'S 4s j ^�/ -buy � � a M�a '� r h R / a' 1 Y 4 ep u i� S �,r Yt/r'^• f lf..• ��c�;.{L . r� �,• rr.,,,. - a: ^er�, >, rrs �•a^ --s �. 1 y.rS raS.� .2/ `� ���G'�'f-`s�� �1,u„ .��`i+-• "s. ll'�.r I,,,...y � Y'S.'"l,_ Y �`� tl._' � .V,t; / � -, a• krie,.t°'� �S.y,� x r � �..' � p J "'* w `rir Yr >'" c � f 1 21" rTd r`� r �f/- � r✓'7• "0i i t��"'? --�. >):. -`Y,,, Sf.� f� ,s.s..,� F2. r c<e,ti L.7 T`' Y� .w•., � r >► _ +: 4s 2 �X2._ .) <,r. y i R .r .7..5�(�i+�' fs {j);�'�Tft3�r'�[� ♦. 4 ;�. -.v Ali.wol-Im �: _ `r,, r ry Y-r' r n+ �r� R t i r- .(iJrr`f 5! t •� /.�'.�,.oc I! ,7 S �''� �( r I �r '`s f /4 l ! ,. a•11p� `uy,,, .�.' ` ^3rL2�`I ry� ,e< 5 ,.,-r ,, d•�r.,. 1 ..\, d • °` ,,. _ - "y-+. •"r.!' r.,,.+sS'!=r;r r J N z'`"♦ >a. rr f fcrv' B Sri &rh �t's2`':-•:y c 7 � v. .,'•• tir .��/tr•w f x r'-7. '1r-.7 I �.! - 77 s 1 r 4 r >�� 1 s,,��+�yia 1 4, y �q�. r �CYrf�`'w�j frr a,w,r•�ry� } t�•�/r��,�'�"�.r.r,i{�s�f�yr'��1��`.f�Yt��ri�� r �i�-q����}}``•�..•,r��i�'r.(zJ�.��,�rt� ,�•S ..;YY' Tz — ut '•�.-!• -.��Z"y.�i.�?'6C �!,® ��y6 ,�� !"..•..tic ,s n.>-_ f 7j It` JSs'j r '� F.. .-•( � F' 'l' .^Jn. r . `7Y'` +�/:�>� .. r ,nro„♦,� .c Fn. S. Z.f ! '''r&'rf> �,- ,�/- 1 .N# _s�^>fn kI ,� '' •.sr 'r��rIsd' �.. J�7' b2 .. `3 i✓'ir��-p' �� 4 ri_ `�'> �"J 'l ✓�r '�" :�'s{S��r�. e�-• cr.��� .s s t� rf f R"�" , .�{�: '+ �:;'e+Y e "* .v r}r s,�•"� . r` �.�r,.�5rr�- C$ '{r?`aSUS'_t'f ti�'•Y sy^�� r /•,[r �i .ma's + s F �" °" '• i 'yS ih �•� .e• �.. ✓ ]e _ �' J -f~ 5�� dam{ ''.��y�,•+� r ! �r �1����� i '�- .1-.. .Y.Hf `� �.s„ v� �...ss� Y nt �i-r��' �,`• �i'�✓h x':.A♦ •u -Ar, �/r�y„ �p��.rl�'♦ F g) r�'� r tis r N�,. F�i 'Ir.}. 1:, lr� E 1! l L a'� ♦,„ 'i d " '.e Jt ° ! ,r< tlF 4' a '�{,y. •+: ! fr"_ �. + p Y; �.,r�, �.r ti n��g:} r t:• s 4as �. .R.^ 'w.- +� s:� i� s r., ^!•rs ilr w 6 .���� .>�� y .FHo, �' ti '-r�' r r r ' t. r F L.t'�''� �' !�/r��. ;C'r'��Yt; �Y��'• Fu1Xr�S�i'J.k .ems T� _ r t •/ + C 1. >.A ha S2 �tM1'rty rI{♦x k r .., r :�.`r" P( -{,T' a 'i'r�� 71 r�� YH �♦e.-� sjli '�r r •'�'. .1�. Y!r!i�.�� ���t<•..;�"��Y.�':}.t i1��i�d'�L� �;y�; k 7 �,� ; .y y u., I .f .(r r 1!'L .+aFc>• a+j-,rp " I t{tlF ♦ ,� e ar �. /rr, r � e c •r •+^ � '}'1Y s{ (rke4 ,q S't• 3 4�..�. ja,,, 'f,'d,,'�ti�- -�,r ..� i *.A" r� i �-.-•..%. ." '.F, ."{'F•. W'�' + j''r ' r r •�•�' >7`` }. s '+, 7 •�. r�^ „•.�• s�-.yl�.��. 1f�� ,( hl a.� j.}"1'�{J •.��{i rpy p �r ,� I {4�'S• t`v.d�'`'ci. ?¢ •r � J,,� ` .s�.^' �'t,, r,4/�(�a rX7F y. �yw.w.' .. t.• ,'�1+ )k'k I!`t�L.4 Y tij � - s�,. �a. �'!0 y'r J ! �l r1.�S } l ,Y.�.rt �.•y,r �;}}'r 1 c_ 4Yr; 5 � � 4,1 zt �.Z� M1 �.' tr +r +qs fy 5�+��' t i';{",<57r�� t � x� "Yv ��♦w „FF:'Tt +{"�(P�� �1">tS c i �'� _. r3+;s i�'�l!'j: J7/�,;,����'Y&�1►� '.•� 'r it� �: t •t t><'1 h'' j`.�.�2'F�7�,�. �i � M � � .'�t .7y: i'IC YY' j/v -� ♦ /r1%. �')� •,' .( r"I y+f'f' .j t:r ,� t :Yr • / -�`n 1:r �� �' ti sf !' + A r r �•W' } 7{w� ti: s r, sv„`, , F -? T r u 1 s• • Qs ���'�" 1 J G �(�;� � 4! t if., -hy a: Cs��/A S�.e � _ ti ra(r�• w.: +{".SY+'{� 4 '4T r ,r,,l,$ � w CA � �.• _ ,ryV AR r'-• �trr. �,�: J' ���k`( �iq;,�'a�y `,.�{.tr �j��,•,, ' r r.r� +,'•i �ilirMWIMTMWs••• o • 1 •• • • a • T .(. �°'. � � s ,� f y+ rr. 1. ,�-try �'�eS4',. �,. �;. r b+�.i✓. x;.. .. ti J , 'J, •- h, :s r ��• 'r�.1/.+r F•',s !` *-1 .Y F t, y i 1• Ts '�7 . .Y' �• ■�. .a '_ •• if _ I� �`, :�� Sti• � ., i'4� err'•.`'fi11' r •1 ;'t�9 �� �'a ,��.:�� ` a - AL 17. 417 lNe IF r � - .t 1 r \ 1 ./ f-l �..` ✓�f, Y y(,��� �r ��.1 �r r1 ` +�. t�<fr .. .� �, .1 �` ? ••R',i-' _ y. ry .—�ti t9;g'=� ♦ '!Y. � � ^I l Ertl: ! r{, - r1 �� rI 1 ' rz t�• Y' �_. I�,��. � •Y . ,�_ti• „R fr � �' ` y,�,^'hr j , ��Y'RLI y��j, r� t.` � '♦ Y� J' .� + yr"}' +�� �• { '.If Tyi_ i ,I1 �.4.-,�f.Y ��' *} •�'�r�tn �'�II`at1 ���►�{^#'jl r !� �.} Y �i�ry r K-,a�' ,f 1 ? � �.f \�-' �P�"'_ r r � r t..'�� � •` '.C`r 9 rya l�1'tt.5 � wd..',tt; r J r' -.-� �,•. ,qt �i•�Y�� � } r;., `� I , _ '•I- r ,!� � ��. . s.' �yi t +� �'C:♦ trimly ���y1.. 3' ,•• • + 1`� i � }'_1 Pl°�l' ter.. Y rt1�`��,�• •Vr .� —� V 4�' -,'�' r _ �rt• , i I ij� 1+ •Vrr •� � ` � L M �'E` V 1 I ��'' Y.a � q�� • ,� br ��},• A 1���11' � 'fit "1�, t � ., t ,� e. �t +'.ter t♦���tt! '',. r �.. ,'t�, � l�r_ .1 t ' * ,•• � ` - •:��., -f �br� �. ,� t ���' fir' Sw. .Ic 'w"y7'���� r 'a � • •. .���, ,. Sri' j�, ,* �K + •' ,AI_r �✓ 1' ate „� ! r ' � rl':' �' rl ;T ..;: r., t '.-. •� -1, �,.. tF'-' tip; �.: _ ti � ,u ,- Al • F ��r ', r. Y ' f I W .,A s �, 4f r•` C 1 � � 3 .f J }- •r,, •�+ .eP t '. { , ✓ fit 5/6/25,312 PM 20250428_105822.jpg F�1 a cd " i f A 1 ~00% Y S :.1 1 https://mail.google.com/mail/u/O/#inbox?projector=l 516/25,2*45 PM 20250428_110909.jpg v A i `i s Y, X D De�� rn£nt ✓ gvilding o,�t'_,old Town of S ' y https:Hmail.google.com/mail/u/0/#inbox?projector=1 1/1 FF 5/6/25,244 PM 20250428_110858.jpg d ems. s https://mail.google.com/mail/u/O/#inbox?projector=l 1/1 5/6d5,3:08 PM 20250428_105851.jpg 1 ✓ J 1 1 https:Hmai1.google.com/mai1/u/0/#inbox?projector=1 1/1 t 5/8/25,108 PM 20250428_105903.jpg ,p Sri 4 https://mail.google.com/mail/u/O/#inbox?projector=l 1/1 5/6/25,2:43 PM 20250506_132415.jpg VVy "00 WE 1-4 1 , 1 / w 1: i 5_•r. https:Hmai1.google.com/mail/u/0/#inbox?projector=1 1/1 5/6/j2:47 PM 20250428_110624.jpg https://mail.google.com/mail/u/0/#inbox?projector=1 1/1 1. fig_ 07 0_ c6 C7 O 0I N V O CV N O N CL U \1 O N• X 0 cu IJJ 0 CL o N _ _ .... .. Z- N 'ta tq t0 a L t 1 1 1. 11 •• ^'rye ,� � �:,•'�.r ',��w+wr. �, � c / AIF t � R yam. ✓ K4'4��*^j t� '-1.:'�.r,s:".s`^ _ -,r't�C }�;�,r r'�:'a'tisa•.}•�•• + 'c`,¢2fgeti^x� �"sue .�"��._ •t. 7 � � 3 7V v �I I►d P 1�, ..A \r ` - �� act `'• �� �t" I ,,r� �`♦ _ ! � � �^fish�7� �. .. .�,, �. 1 .era� N /�K.l +J' ..� Yam. .\ �•��j+,', A WA `�y •J �' w �� �i - Ii.. r;�' � III^- ',. ��• 4CC. � p� Ly 111 t � -� „� ,J; r ,> �, � .�` p + P• L� `r -•'tic � 4 r _ A.- ft' -ACC'6 i° ��`'w• �th,'+1•J• �• ... -_ y.� '�.,_::'' z.5�' ...r I _�----zJ- S'. i' '�l,Y- - ��..1 -)1� I -- � ' ��,.--"' I ' � �I f •�I a dr xr xi♦ � :`_ �'�r „l b 5 '{'� 11 it '-,� �--- I y r _ f .- { r• ="a9 �"k-srz 1 -..�•.. _ 136 •a`Y w ` r•- lit^ :feV7 � r • a ..•fir. ►� � Y C-' '- - > .. ` - • _ _ _- ,� � •r il J1 .1,+` il- �«._, 7fY'� Y 1 f' rri ! cam•• g ♦LH ,/l gyp;A -, ��, �, v - � _ r, � �f ! �► �, b{ fit- � — •%�.1 _ ,ya+.j. -? -- - � t 4r; .T VU yY 4* t 4 r �•� F' J _ � - � ,I •i I I I • .. •`�. ` �� :cart. r' I f° .,"`,,,G�'� _ FA . ��!. � - , � iy� - is 7 -.y �i'iJ•pii'` �. 6 y _` _.,.� - .1y1"y�'"i •."'"' ,,;,;_ - -'� -,� i - �q � .-,M Y'.y � � �✓-ram' 46 . - x•.�N j._ 'i ,fS �" t V �' _ _ � .r.'� .. .r '�� yY .v•�' ' ��. ` �.,1Y, .��- r.sax•`. :�' t . 'L -` ' --- —--— -- -- - ,- - � ;{ r r r err �, n• T,,y f.s: � 'P r �.• _ a v A is ��� * 'ti- .. w r .VY fir•_ .. • _ in r ' a _� �,I .. t. I !, :ram '•'t-�5�y� . -I 'I'I f � I - _��4 11'rA-,, - v rcF'u; r IrIr .� • P ' � r a . J � , .,..r.�� `f.'' ..� ,'Y ��1aL i,7.7�'... ~✓--�-� _.. ...�.• ---L tea. .y; 1_ - � 4'_. .- ti Home Energy Rating Certificate Rating Date: 2024-06-22 ENEREY w. Projected Report Registry ID: �•' .'�nn�ct Based on Plans Ekotrope ID: Lz18bXx2 Index Annual Savings Home: Your home's HERS score is a relative . il Glenn ' • 60performance score.The lower the number, Southold, NY 11971 the more energy efficient the home.To $ 3,925 Builder: learn more, visit www.hersindex.com *Relative to an average U.S.home Roberts Premier Development Your Home's Estimated Energy Use: This home meets or exceeds the Use [MBtul Annual Cost criteria of the following: Heating 90.0 $3,252 2020 New York ECCC Cooling 4.7 $186 2018 International Energy Conservation Code Hot Water 13.8 $497 Lights/Appliances 24.9 $969 Service Charges $169 Generation (e.g.Solar) 0.0 $0 Total: 133.4 $5,073 HERSIncleK Home Feature Summary: Rating Completed by: 'IdIlp. MW* Home Type: Single family detached iso Model: custom home Energy Rater: Matt Wahl Existing rso Community: n/a RESNET ID: 2572845 Homes 1s° Conditioned Floor Area: 2,942 ft2 Rating Company: Energy Rating Service Inc ip Number of Bedrooms: 4 35 Teilar Dr,Islip Terrace,NY 11752 Reference s Primary Heating System: Furnace•Propane•95 AFUE 631-566-8439 Home Primary Cooling System: Air Conditioner•Electric•14.5 SEER 90 Rating Provider: Building Efficiency Resources � Primary Water Heating: Residential Water Heater•Propane•0.72 UEF 7° House Tightness: 3 ACH50 PO Box 1769 Brevard,NC 28712 60 65 CFM,65 CFM•22.75 Watts(Default),22.75 Watts 800-399-9620 � ' Ventilation: so Thi•Flo•rx• (Default)•Exhaust OnlyExhaust Only +° Duct leakage to Outside: 48 CFM @ 25Pa{3.95/100 ft� „•,,,,„_,,, sO Above Grade Walls: R-18 10 Ceiling: Vaulted Roof,R-38 Zero Energy io Window Type: U-Value:0.3,SHGC:0.28 Home ° EmM Foundation walls: N/A Matt Wahl,Certified Energy Rater LoseFramed Floor: R-30 Digitally signed:6/22/24 at 6:55 AM kotrope .. • RESNET HOME ENERGY RATING ENERGY. r Standard Disclosure �``kj:,� ''�' For home(s) located at:600 Glenn Rd, Southold, NY Check the applicable disclosure(s): y`1.The Rater or the Rater's employer is receiving a fee for providing the rating on this home. _ 12.In addition to the rating,the Rater or the Rater's employer has also provided the following consulting services for this home: A. Mechanical system design RIB.Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself RID.Training for sales or construction personnel El E.Other(specify) E13.The Rater or the Rater's employer is: A.The sel ler of this home or their agent B.The mortgagor for some portion of the financed payments on this home C.An employee, contractor, or consultant of the electric and/or natural gas utility serving this home R14.The Rater or Raters employer is a supplier or installer of products,which may include: Products Installed in this home by OR is in the business of HVAC systems Rater DEmployer Rater DEmployer Thermal insulation systems Rater Employer Rater Employer Air sealing of envelope or duct systems Rater KlEmployer Rater Employer Energy efficient appliances Rater OEmployer Rater DErnployer Construction(builder,developer,construction contractor,etc) Rater OEmployer Rater DEmployer Other(specify): F DRater DEmployer Rater DEmployer E15.This home has been verified under the provisions of Chapter 6,Section 603"Technical Requirements for Sampling"of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). Rater Certification#:2572845 Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 6/22/24 at 6:55 AM I attest that the above information is true and correct to the best of my knowledge.As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry NationalHome Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET).The national rating quality control provisions of the rating standard are contained in Chapter One 102.1.4.6 of the standard and are posted at https:Hstondards.resnet.us The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET Form 03001-2-Amended March 20,2017 New York ECCC 2020 UA Compliance EN Y K Property Organization Inspection Status "` CS�tnnct 600 Glenn Rd Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1472-1-600GLENN-MJW Roberts Premier 600 Glenn Rd,Southold Development This report is based on a proposed design and does not confirm field enforcement of design elements. Building UA Elements IECC Reference As Designed Ceilings 54.0 65.9 Above-Grade Walls 185.5 203.3 Windows,Doors and Skylights 275.5 262.7 Slab Floor: 0.0 0.0 Framed Floors 97.2 77.8 Foundation Walls 0.0 0.0 Rim Joists 6.5 5.6 Overall UA(Design must be equal or lower): 618.7 615.3 Requirements R402.1.5 Total UA alternative compliance passes by 0.5�o. The proposed home meets the UA requirement by 0.5% R402.3.2 Average SHGC:0.28 Max SHGC:0.40 Average SHGC of 0.28 is greater than the maximum of 0.40. R402.4.1.2 Air Leakage Testing Air sealing is 3.00 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa. R402-S Area-weighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.28.The maximum allowed value is[No Limit]. R402.5 Area-weighted average fenestration U-Factor R404.1 Lighting Equipment At least 90.00t of fixtures shall be high-efficacy lamps,currently 100.0°0 are high-efficacy. R403.6.1 Mechanical Ventilation Efficacy aMandatory Checklist Mandatory code requirements that are not checked New York 2020 Mandatory Requirements must be checked as complete. by Ekotrope must be met. QR403.6 Mechanical Ventilation Rate n R403.3.4 Duct Leakage Testing R403.5.3 Hot water pipe insulation Hot water pipes at least 3.14 in diameter must be insulated to R-3 at minimum. Design exceeds requirements for New York ECCC 2020 Prescriptive compliance by 0.5%. Name: Matt Wahl Signature: A*W Organization: Energy Rating Service Inc Digitally signed: 6/22/24 at 6:55 AM Ekotrope RATER-Version 4.2.2.3423 New York ECCC 2020 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shov,,n on this report. New York 2020 ECCC Compliance Report (ERI Pathway) Projected Energy Rating Index Report Property Organization Energy Rating Index Information Builder:Roberts Premier Development Company:Energy Rating Service Inc Projected Rating Address:600 Glenn Rd,Southold,NY 11971 Phone:631-566-8439 Rating No: Rater:Matt Wahl Date Rated:2024-06-22 Rater ID(RTIN):2572845 Estimated Annual Energy • • • Rated Home Calculated Energy Use(MBtu) Rated Home Cost($/yr) i Heating 90.0 $3,252 Cooling 4.7 $186 Water Heating 13.8 $497 Lights&Appliances 24.9 $969 Photovoltaics i 0.0 $0 Service charge I - S 169 Total 133.4 $5,073 -Based on standaro operat;rg or: ERI with PV:57 ERI without PV:57 Annual Estimates Electric(kWh):8,736.2 CO2 Emissions(Tons):10.9 Natural Gas(Therms):0.0 EnergyMaximum . • -x:62 This Home's Energy Rating • - PA55 This home MEETS the Energy Rating Index Score requirement of New York 2020 ECCC Compliance Report(ERI Pathway) for Climate Zone 4. It MEETS all of the requirements verified by Ekotrope.Mandatory requirements are summarized on the 2nd page of this report,some of which are not verified by Ekotrope.Name: Matt Wahl Signature: A(w Organization: Energy Rating Service Inc Digitally signed: 6/22/24 at 6:55 AM Rating Provider Data and Seal Or'y Company:Building Efficiency Resources 1AORTGACf/,to4=�: ., Address:PO Box 1769 Brevard,NC 28712 Phone#:800-399-9620 �,,. No.1999 tab Q 9s; Fax#:877-399-1361 To determine if a provider is properly accredited go to: www.resnet.us/professionallprograms/search-directory (Projected. Confirmation required.) Climate Zone 4 Mandatory Requirements Provision Number Topic Compliance Decision 2010 ECCCNYS Table Building thermal envelope minimum insulation levels and maximum Pass 402.1.1 or 402.13 fenestration U-factor and SHGC R401.3 Post a permanent certificate listing the level of efficiencies installed in Certificate required for CO the house R402.4.1.2 Envelope air leakage maximum leakage rate Pass R402.4.1 /Table R402.4.1.1 Comply with air sealing and insulation requirements in Table Checklist required for CO R402.4.1.1 R402.4.4 Rooms containing fuel-burning appliances Pass* R402.5 Maximum fenestration U-factor and SHGC (U-Factor)Pass (SHGC)Pass R403.1.2 Heat pump controls Pass* R406.2 Ducts outside of conditioned space to be insulated to a minimum of Pass* R-6. R403.3.2 Duct sealing on all ducts Pass* R40333 Duct testing for ducts in unconditioned space PASS R4033.5 Building cavities not used as ducts. Pass* R4035.1 Heated water circulation and temperature maintenance systems Pass* comply R403.5.3 Hot water pipe insulated to R-3 Pass R403.6 Mechanical ventilation meeting the requirements of the IRC or IMC. Pass* Outdoor air and exhaust dampers installed R403.7 ACCA Manual J and S conducted for all heating and cooling systems. ACCA forms required for permit R4033 Systems serving multiple dwelling units to meet the mechanical Pass* requirements of IECC commercial code 11403.9 Snow melt and ice system controls installed where applicable Pass* R403.10 Pools and permanent spa energy consumption meet requirements Pass* for heaters,time clocks and covers R403.11 Portable spas meet the requirements of APSP-14. Pass* R404.1 High efficacy lights installed in 90%of permanently installed fixtures. Pass *This is a projected rating.These items must eventually be field-verified by the Rater,Field Inspector,Code Inspector,or Builder. Ekotrope RATER-Version 4.2.2.3423 New York ECCC 2020 ERI compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. 600 Glenn Rd Southold, NY 11971 Builder: Roberts Premier Development Model:custom home Community:n/a This report is based on a proposed design and does not confirm field enforcement of design elements. THIS HOME IS CERTIFIED TO MEET THE NEWYORK ECCC 2020 ENERGY CODE Building Features Ceiling Vaulted Roof,R-38 Duct Supply R-8.0,Return R-8.0 Above Grade Walls R-18 Duct Leakage to Outside 48 CFM @ 25Pa(3.95/100 W) Foundation Walls N/A Total Duct Leakage 48 CFM @ 25Pa(Post-Construction) Framed Floor R-30 Heating Furnace•Propane•95 AFUE Slab N/A Cooling Air Conditioner•Electric•14.5 SEER Infiltration 3 ACH50 Water Heating Residential Water Heater•Propane•0.72 UEF Window U-Value:0.3,SHGC:0.28 As a 3rd parry extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications. and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been inspecteditested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. ✓�'' Name: Matt Wahl Signature: Organization: Energy Rating Servif%Ape RATER-Version R.iPY.i y signed: 6/22/24 at 6:55 AM New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. Air Leakage Report Property Organization Inspection Status EN6Y�� W. �u17/I- l'JCR/!CL 600 Glenn Rd Energy Rating Service Inc Results are projected y Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1472-1-600GLENN-MJW Roberts Premier 600 Glenn Rd,Southold Development General Information Conditioned Floor Area[ft2] 2,942 Infiltration Volume[W] 29,850 Number of Bedrooms 4 Air Leakage Measured Infiltration 3 ACH50 ACHSO(Calculated) 3.00 ELA[sq.in.](Calculated) 81.88 ELA per 100 s.f.Shell Area(Calculated) 0.994 CFM50(Calculated) 1,493 CFM50/s.f.Shell Area(Calculated) 10.181 Duct Leakage System 1 Leakage to Outdoors 48 CFM @ 25Pa(3.95/100 ft2) Total Leakage Test Type Post-Construction Total Leakage[CFM @ 25 Pa] 48.0 Total Leakage[CFM25/100 s.f.] 4.0 Total Leakage[CFM25/CFA] 0.040 Mechanical Ventilation Rate[CFM] 65 CFM,65 CFM Hours per day 16.0,16.0 Fan Power 22.75 Watts(Default),22.75 Watts(Default) Recovery Efficiency% 0.010.0 Runs at least once every 3 hrs? true,true Average Rate[CFM] 43.3 CFM,43.3 CFM 2010 ASH RAE 62.2 Req.Cont.Ventilation 66.9 2013 ASHRAE 62.2 Req.Cont.Ventilation 65.3 2016 ASH RAE 62.2 Req.Cont.Ventilation 96.7 Ekotrope RATER-Version 4.2.2.3423 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report Building Summary 'EMUSY Property organization Inspection Status .. i NAe 600 Glenn Rd Energy Rating Service Inc Results are protected ✓✓✓ Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:rVa Builder R1472-1-6000LENN-MJW Roberts Premier Development 600 Glenn Rd,Southold General Building Information Number U1 8ewooms 4 Number Of Floors 2 Conditioned Floor Area[sq.ft.) 2,942 Has Electric Vehicle Ready Space No Unconditioned,attached garage? No Conditioned Volume(cu.ft.) 29,850 Total Units in Building 1 Residence Type Single family detached Number of Floors in Building Floor Number Model custom home Community nra RESNEUIECC 2006-2018 Climate Zone 4A IECC 2021 Climate Zone 4A Foundation Wall ,,one 0r�serrt Foundation Wall Library List %one?resent Slab %one Present Slab Library List '-done?resrnt Building Summary EN 6Y IL Property organization Inspection Status ` ti,iil y' lleae 600 Glenn Rd Energy Rating Service Inc Results are projected C/ Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:rva Builder R 1472-1-6000LEN N-MJ W Roberts Premier Development 600 Glenn Rd,Southold tt Y Name LibraryType Carpet R Floor Grade Surface Area Location Basement R30,FG2,'RO,12-16 eko w,o 0 Above Grade 1,214.0 ft' Insulated Unconditioned sheetrock Basement garage ceiling R30,LDF 1,12-16 eko 0 Above Grade 480.0 ft' Unconditioned,attached garage overhang R30,LDF 1,12-16 eko 0 Above Grade 375.0ft' Exposed Exterior Framed Floor Library List Name Effective R-value R30,FG2,'RO,12-16 eko w"o 26569 sheetrock R30.LDF I,12-16 eko 26.603 Rim Joist ^Jame '_ibraryType Surface Area Location -amb ._G.0 1414ftr --�_—__-- Exposed Exterior Rim Joist Library List a e Effective'=nsulation R=raiue Wall Name Library Type Surface Color Surface Area Location exterior walls 1 R I9,FG2,6-16 eko Medium 1,410.0 ft' Exposed Exterior exterior walls 2 R I9,FG2,6-16 eko Medium 1,940.0 fe Exposed Exterior garage common walls R19,FG2,6.16eiao Medium 370.0 ft' Unconditioned,attached garage 2 Building Summary tr Property organization Inspection status Q 600 Glenn Rd Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1472-1-600GLENN-MJW Roberts Premier Development 600 Glenn Rd,Southold Name Library Type Surface Color Surface Area Location stairwell walls R15,FG2A-16 GCW eko Medium 232.Ofts Insulated Unconditioned Basement Wall Library List NOW 'dame Effective R-value 11,65 R19F iZ6-16ek.- 15.559 Glazing Name Library Type Wall Foundation Wall Is operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Assignment Depth Top Bottom Unnamed Glazing U:030,SHGC:0,28 exterior malls 2 Yes 0 0 Norzh 157.0 ft' Unnamed Glazing U:0.30,SHGC:0.28 exterior walls I Yes 0 0 0 North 32.0 fP Unnamed Glazing U:0.30,SHGC0.28 exterior walls 2 _ Yes 0 0 0 South 177.0 fP Unnamed Glazing U:030,SHG00.28 exterior walls 1 Yes 0 0 0 South 17.0 ft' Unnamed Glazing U.-030,SHGC.0.28 exterior walls 1 Yes 13 2 10 South 91.0 ft' Unnamed Glazing U:030,SHGC:0.28 exterior walls 2 Yes 0 0 0 East 105.O ft' Unnamed Glazing U,0 30 SHGC:0.28 exterior walls 1 Yes 0 0 0 East 95.0 ft' Unnamed Glazing U:0.30,SHGC:0.28 exterior walls 2 Yes 0 0 0 Viest 19.0 ft' -------------- - Unnamed Glazing U:0.30,SHGC:0.28 exterior walls 1 Yes 0 0 0 North 45.0 ft' Unnamed Glazing U:0.30.SHGC:0.28 exterior walls I Yes 27 2 10 South 26.0 ft' Unnamed Glazing U:0.30,SHGC:0.28 exterior walls i Yes 12 2 10 East 26.0 ft' Unnamed Glazing U:0.30,SHGC:0.28 exterior walls I Yes 6 2 9 West 31.0 ft' 3 Building Summary ENY Property Organization Inspection Status yt' itltll(/ �� 600 Glenn Rd Energy Rating Service Inc Results are projected Southold NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1472-1-6000LENN-MJW Roberts Premier Development 600 Glenn Rd Southold Glazing Library List 'dame Shge U-factor U:030,SHGC:0.28 0.28 0.300 Skylight None Present Skylight Library List 'none Present Opaque Door Name Library Type Wall Assignment FoundationWali Emittance Solar Abserptance Surface Color Surface Area Las.)^ion Assignment Unnamed Opaque Door- 1-3/8wd so8d core stairwell walls 0.9 0.75 Medium 19.0 ft' Yinsulated COPY Unconditioned Gar not Unnamed Opaque Door R5 steel insul garage common 0.9 0.75 Medium 21.0 ft' Unconditioned, Copy-Copy walls attached garage Opaque Door Library List ame Effective Udaetor 1-3/8Wd solid core -_�______ ---�------'------�—� 0.588 RS steel insui 0.250 Roof Insulation "lame -ibraryType AtticExtcriorAcajt'; clay oreoncr etc Roof swfa.cCcicr SurfaecArcz Lozaion Tiles Roof Rafters R38,(DF1,10-16seka 2.075 No Medium 2AI75.0fe Vaulted Roof 4 Building Summary E�Fnalx!ycl Prop" organization Inspection Status 600 Glenn Rd Energy Rating Service Inc Results are projected Southold NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:Na Bulkier R1472-1-6000LENN-MIW Roberts Premier Development 600 Glenn Rd,Southold Roof Insulation Library Li Name Has Radiant Barrier Effective R.va va R38,LDF1,10-16seko No 31.508 Whole House Infiltratio6 Infiltration Measurement Type oiiiiiii Class 3 ACH at 50 P3 Blower-door tested 4 Mechanical Ventilation Ven-dationTyuc VentflationRzte'ft. Ope-3t;onal hou,s Fan VIatts FlLins crce eety, Enagy Fe.o,et- model Number '03,,,fltty er Minute: per day three hours Percent Exhaust only 65 CFM 16 22.75 Watts(Default) Yes 0 Exhaust Only 65 CFM 16 22.75 Watts(Default) Yes 0 %intet or Interior LED Lightleig toExtefrorrt orescert Ext:r o E D Lightir c Gz, q c.-ED Ugliting gkttang Lighting Lighting 100 0 100 0 100 Onsite Generation None Present Onsite Generation Library List None Present Building Summary EN K K Property organization Inspection status e���'4' 600 Glenn Rd Energy Rating Service Inc Results are projected J Southold,NY 11971 Matt Wahl Model:custom home 631-5664439 Community:n/a Builder R 1472-1-600GLENN-MJ W Roberts Premier Development 600 Glenn Rd,Southold Solar Generation Saone Present Dehumidifier ',one Present Dehumidifier Library List None Present Whole House Fan r,one Present Whole House Fan Library List None Present Conditioning Equipment Name UbrM ype Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Load Location Cooling 1st Floor ACC 30K.14.5 SEER 0% 0'z 090 Unconditioned Basement /Cray✓Ispace Cooling 2nd Floor ACC 36K,14.5 SEER 0% 50% 0110 Conditioned Space Heating I st Floor Prop Furn,43k95%334 50% 0% 0% Unconditioned Basement Eae %Crawlspace Heating 2nd Floor Prop Furn,64k96.1% 50% 0% 0% Conditioned Space 426Eae Water Heating Prop,ST,48 gal,81It 0% 0% 100-c Unconditioned Basement .72UEF ;Crawlspace 6 Building Summary ENER6Y Prop" Organization Inspection Status 600 Glenn Rd Energy Rating Service Inc Resuits are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:Wa Builder R1472-1-600OLENN-MJW Roberts Premier Development 600 Glenn Rd,Southold Equipment Type:ACC,30K, 14.5 SEER Equ.pnie;,t;,ape Air Conditioner Fuel Type Electric Distribution Type Forced Air Motor-Type PSC(Single Speed) Heat Pump System Type Unspecified Cooling Efficiency 14.5 SEER Cooling Capacity[kBtulhl 30 Equipment Type:ACC, 36K, 14.5 SEER Equipment Type Air Conditioner Fuel Type Electric Distribution Type Forced Air Motor Type PSC(Single Speed) Heat Pump System Type Unspecified Cooling Efficiency 14.5 SEER Cooling Capacity[kBtulh] 36 Equipment Type: Prop Furn,43k 9S%334 Eae Equipment Type Fw nace Fuel Type Propane Distribution Type Forced Air Motor Type ECM(Variable Speed) Heating Efficiency 95 AFUE Heating Capacity[kBtu/h] 43 Use default EAE No EAE[kWh] 334 Equipment Type:Prop Furn,64k 96.1%426Eae ..� Furnace Fuel Type Propane - — Distribution iype Forced Air Motor Type ECM(Variable Speed) Heating Efficiency 96.1 AFUE Heating Capacity[kBtulhl 64 Use default EAE No EAE[kWh] 426 7 Building Summary ENNO Y, u Property organization Inspection Status iillllc�y lll/YK[ 600 Glenn Rd Energy Rating Service Inc Results are projected C/ Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:Na Builder R1472-1-600GLENN-MJW Roberts Premier Development 600 Glenn Rd,Southold Equipment Type: Prop, ST, 48 gal, 81 Po .72UEF Equipn ic,:i. ..pc Residential Water Heater Fuel Type Propane Distribution Type Hydronic Delivery(Radiant) Hot Water Efficiency 0.72 UEF Tank Capacity(gal.) 48 Hot Water Capacity[kBtuth; 5o Recovery Efficiency 0.81 Distribution System Distribution Type Heating Equipment Heating 2nd Floor Cooling Equipment Cooling 2nd Floor Is All Equipment In Conditioned Space Yes Leakage Default HERS Default Leakage Duct System Efficiency 0.88 8 Building Summary Property organization Inspection Status EN l.J',tlll/1!/Yfll/Jx 600 Glenn Rd Energy Rating Service Inc Results are projected �JJJ/ Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n"a Builder R1472-1-6000LENN-MJW Roberts Premier Development 600 Glenn Rd,Southold Distribution System Distribution Type Foicea Ai Heating Equipment Heating 1st Floor Cooling Equipment Cooling 1st Floor Sq.Feet Served 1,214 #Return Grilles 1 Supply Duct R Value 8 Return Duct RValue 8 Supply Duct Area[ft' 327.78 Return Duct Area[ft'] 60.7 Leakage to Outdoors 48 CFM @ 25Pa(3.95/100 ft') Total Leakage 48 CFM25 Total Leakage Duct Test Conditions Post-Construction Use Default Flow Rate Yes Duct 1 Duct Location Basement(insulated basement ceiling) Percent Supply Area 100 Percent Return Area 100 Duct 2 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 3 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 4 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 5 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 6 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 HVAC Grading HVAC Grading Not Conducted C Mng Fen Has Ceiling Fan No 9 Building Summary EN, Y� Property organization Inspection Status 1u17n(�" c Cltjlle 600 Glenn Rd Energy Rating Service Inc Results are protected Southold,NY 11971 Matt Wahl Model:custom home 631-566-3439 Community:nfa Builder R1472-1-6000LENN-MJW Roberts Premier Development 600 Glenn Rd,Southold Water Distribution Water Fixture Type eta naa rd Use Default Hot Water Pipe Length No Hot Water Pipe Length[ft] 55 At Least R3 Pipe Insulation? Yes Hot Water Recirculation System? No Drain Water Heat Recovery? No Clothes Dryer Cef 3.01 Fuel Type Electric Field Utilization Timer Controls Is Outside Conditioned Space No Clothes Dryer Available Yes Defaults Type HERS Reference Clothes Washer Label Energy Rating 400 kWh/Year Annual Gas Cost $27.00 Electric Rate $0.12/kWh Gas Rate $1.09/Therm Capacity 3 Imef 1 Defaults Type HERS Reference Load Type Front-load Loads Per Week 6 Is Outside Conditioned Space No Clothes Washer Available Yes Dishwasher Dishwasher Defaults Type Custom _ Dishwasher Size Standard Dishwasher Efficiency 234 kWh Annual Gas Cost $33.00 Electric Rate $0.13/"Vh Gas Rate $1.05rTherm Is Outside Conditioned Space No Dishwasher Available Yes 10 Building Summary EN 6Ya MIL property organization Inspection status ,;it y' t�elUlll r 600 Glenn Rd Energy Rating Service Inc Results are protected Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:nla Builder R1472-1-6000LENN-MJW Roberts Premier Development 600 Glenn Rd,Southold Appliances and Controls Thermostat Cooling Setpoirrt Thermostat Heating Setpoint .-"70.0 Range/Oven Fuel Propane Convection Oven? Yes Induction Range? No Range Oven Outside Conditioned Space? No Refrigerator Consumption 656 kVJh/Year Refrigerator Outside Conditioned Space? No !Tarbes MJW 06/22/2024 UPDATED DRAWINGS MJW 02/05/2024 600 GLENN RD HOUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -HERS INDEX,2020 NY ECCC -PROPANE,ELECTRIC -0:12 PITCH -4 BEDROOMS -2 STORY -FRONT FACES NORTH -MECH ROOM HOUSES,1 HOT WATER,1 AIR HANDLER,]ACCOILI FURNACE -SEALED ATTIC HOUSES 1 A/C,1 FURNACE -INDOOR AIR QUALITY: BATH FAN 67 CFM X24HRS -SOLAR PV: N/A 11 Builder Affidavit IN Y Property Organization Inspection Status 600 Glenn Rd Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1472-1-600GLENN-MJW Roberts Premier 600 Glenn Rd,Southold Development Important Notice to Builder Builder affirms in this affidavit that all building characteristics described in the Building Summary Report accurately reflect this New Home.Builder agrees to allow the Home Energy Rating System(HERS)Provider and/or Rater to verify building characteristics of this New Home fully at the HERS Rater/Provider's discretion.The HERS Provider and Rater do not create or imply any duty or obligations to Builder or any subsequent owner.Builder is responsible for taking any actions necessary to protect Builder's interest.There is no guarantee or warranty whatsoever expressed or implied from the HERS Provider or Rater. HERSO Index Score:60 Builder Name:Roberts Premier Development Builder Signature: Name: Matt Wahl Signature: A*W Organization: Energy Rating Service Inc Digitally signed: 6/22/24 at 6:55 AM Ekotrope RATER-Version 4.2.2.3423 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. r ACCA Manual DJS HVAC Load Calculations for Residence 600 Glenn Rd Southold, NY 11971 miwm it RHVACRilsioiawrtAL WAC LGAD9 Prepared By: Matt Wahl Energy Rating Service, Inc Islip Terrace, NY 11752 631-566-8439 Saturday,June 22, 2024 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ■ ACCA Manual DJS Islip Terrace,NY 11752 Page 2 Project Report General Project Information Project Title: ACCA Manual DJS Project Date: 06/22/2024 Client Name: Residence Client Address: 600 Glenn Rd Client City: Southold, NY 11971 Company Name: Energy Rating Service, Inc Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631-566-8439 Company E-Mail Address: energyratingservice@yahoo.com Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures_ Total Building Supply CFM: 21200 CFM Per Square ft.: 0.738 Square ft. of Room Area: 2,980 Square ft. Per Ton: 790 Volume (ft3): 35,347 Building Loads Total Heating Required Including Ventilation Air: 57,352 Btuh 57.352 MBH Total Sensible Gain: 39,238 Btuh 87 % Total Latent Gain: 6,041 Btuh 13 % Total Cooling Required Including Ventilation Air: 45,279 Btuh 3.77 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\ ...\600 Glenn Rd_06222024 ACCA Manual DJS.rh9 Saturday, June 22, 2024, 6:32 AM Rhvac-Residential& Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 Page 3 Load Preview Report Net tt Sen Lat Ne Seni _Sys_ � Siy Sys 71 Duct Scope lon /Tor Area Gain Gain Gai Loss CFM CFMI CU Siz Building 3.77 790 2,980 39,238 6,041 45,279 57,352 2200 2200 2200 System 1 2.12 834 1,768 21,195 4,234 25,429 34,246 1200 1200 1200 12x1 Ventilation 483 1,126 1,609 3,621 55 55 55 Zone 1 1,768 20,713 3,108 23,821 30,625 1200 1200 1200 12x1 1-MBed 217 2,758 135 2A93 3,465 136 160 160 2- 6-14fchen,Great Room, Dining 1,007 12,992 2,498 15,490 16,393 642 753 753 7- 7-Bed 4,Guest Bed 319 2,784 285 3,069 6,541 256 161 161 2- 8-MBath 194 1,917 190 2,107 4,102 161 111 111 2- 9-Pwdr 31 263 0 263 124 5 15 15 1- System 2 1.65 733 1212 18,042 1,807 19,850 23,105 1,000 1,000 1,000 12x1 Ventilation 307 716 1,024 2,304 35 35 35 Zone 1-Clg.:50%, Htg.:45% 585 10,449 395 10,844 9,394 452 505 505 9 x 12 2-Foyer,Sitting/Rec Area 585 10,449 395 10,844 9,394 452 505 505 5- Zone 2-Clg.:28%,Htg.:36% 383 5,876 394 6270 7,458 359 284 284 Bx 3-Bed 3 257 4,031 318 4,349 4,541 218 195 195 2- 4-Pool Bath 68 885 49 934 1,821 88 43 43 1-- 5-Laundry 58 961 27 988 1,096 53 46 46 1-- Zone 3-Clg.:21%, Htg.:199% 245 4,372 302 4,674 3,949 190 211 211 6x 10-Bed 2 191 4,087 302 4,389 3A58 185 197 197 2- 11-Bath 2 53 285 0 285 91 4 14 14 1- Sum of room airflows may be greater than system airflow because system has multiple zones. D:\ ...\600 Glenn Rd_06222024 ACCA Manual DJS.rh9 Saturday, June 22, 2024, 6:32 AM Rhvac-Residential&Light Commercial HVAC Loads _JMIMElite Software Development, Inc. Energy Rating Service µ ACCA Manual DJS Islip Terrace,NY 11752 ® � Page 4 Duct Size Preview J Room or Source Minimum Maximum Rough. Design SP Duct Duct' Htg Clg Act. Duct Reg Duct Name Velocity Velocity Factor L/100 Loss Velocity Length Flow Flow Flow Size Size System 1 - -- Supply Runouts Zone 1 1-MBed Built-In 0 750 0.01 0.1 406.9 136_I 160 2--6 6-Kitchen,Great Room,Dining Built-In 0 750 0.01 0.1 547.6 642 753 7--6 7-Bed 4,Guest Bed Built-In 0 750 0.01 0.1 410.7 256 161 2--6 8-MBath Built-In 0 750 0.01 0.1 407.2 161 111 2--5 9-Pwdr Built-in 0 750 0.01 0.1 174.3 5_I 15 1--4 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 847.1 1200 1200 12x17 System 2 Supply Runouts Zone 1 2-Foyer, Sitting/Rec Are; Built-In 0 750 0.01 0.1 514.3 452. 505 5--6 Zone 2 3-Bed 3 Built-In 0 750 0.01 0.1 495.9 218MI 195 2--6 4-Pod Bath Built-In 0 750 0.01 0.1 313.5 88_I 43 1--5 5-Laundry Built-In 0 750 0.01 0.1 340.5 53_I 46 1--5 Zone 3 10-Bed 2 Built-In 0 750 0.01 0.1 502.8 185EI 197 2--6 11-Bath 2 Built-In 0 750 0.01 0.1 157.7 4 14 1--4 Other Ducts in System 2 Supply Main Trunk Built-In 0 900 0.003 0.1 800 1,00 1,000 12x15 Summary System 1 Heating Flow: 1200 Cooling Flow: 1200 System 2 Heating Flow: 1000 Cooling Flow: 1000 D:\ ...\600 Glenn Rd_06222024 ACCA Manual DJS.rh9 Saturday, June 22, 2024, 6:32 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ■ ACCA Manual DJS Islip Terrace,NY 11752 _ Page 5 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U:0.30, SHGC:0.30: Glazing-U:0.30, SHGC:0.30, U-value 855.8 15,405 0 16,370 16,370 0.3, SHGC 0.3 11 P: Door-Metal - Polyurethane Core, U-value 0.29 24 418 0 132 132 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 2824.8 11,526 0 1,998 1,998 cavity, no board insulation, siding finish, wood studs, U-value 0.068 r38: Roof/Ceiling-Roof Joists Between Roof Deck and 2495.2 4,790 0 799 799 Ceiling or Foam Encapsulated Roof Joists, Custom, R-38 open cell 1/2 lb. spray foam, 10.5 inches in 2 x joist cavity, U-value 0.032 19A-30p: Floor-Over enclosed crawl space, No insulation 2653.2 4,543 0 606 606 on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0.034 Subtotals for structure: 36,682 0 19,905 19,905 People: 9 1,800 2,070 3,870 Equipment: 683 13,144 13,827 Lighting: 760 2,592 2,592 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 224, Summer CFM: 84 14,744 1,716 737 2,453 Ventilation: Winter CFM: 90, Summer CFM: 90 5,926 1,842 790 2,632 Total Building Load Totals: 57,352 6,041 39,238 45,279 Check F�qures Total Building Supply CFM: 2,200 CFM Per Square ft.: 0.738 Square ft. of Room Area: 2,980 Square ft. Per Ton: 790 Volume (ft3): 35,347 Building_Loads---- Total Heating Required Including Ventilation Air: 57,352 Btuh 57.352 MBH Total Sensible Gain: 39,238 Btuh 87 % Total Latent Gain: 6,041 Btuh 13 % Total Cooling Required Including Ventilation Air: 45,279 Btuh 3.77 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\ ...\600 Glenn Rd_06222024 ACCA Manual DJS.rh9 Saturday, June 22, 2024, 6:32 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Serviceff] ACCA Manual DJS Islip Terrace, NY 11752 Page 6 -------- - Equipment Data - System 1 - 2nd Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA14AZ36AJ1/RCFZ3617STA Indoor Model: RA14AZ36AJ1/RCFZ3617STA Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Capacity: 36,000 Efficiency: 14.5 SEER Heating System Type: Natural Gas Furnace Model: R951 T0703A17 Manufacturer: RHEEM Capacity: 60,000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 21,195 Btuh, Lat. gain: 4,234 Btuh, Sen. loss: 34,246 Btuh, Entering clg. coil DB: 75.4F, Entering clg. coil WB: 62.9F, Entering htg. coil DB: 67.2F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 944 CFM, Req. htg. airflow: 399 CFM D:\ ...\600 Glenn Rd_06222024 ACCA Manual DJS.rh9 Saturday, June 22, 2024, 6:32 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ■ ACCA Manual DJS Islip Terrace,NY 11752 ----------------------_---_----- ----- Page 7 Equipment Data - System 2 - 1st Floor Main Cooling System Type: Standard Air Conditioner Outdoor Model: RA14AZ30AJ1/RCFZ3617STA Indoor Model: RA14AZ30AJ1/RCFZ3617STA Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Capacity: 30,000 Efficiency: 14.5 SEER Heating System Type: Propane Furnace Model: R951 T0403A17 Manufacturer: RHEEM Capacity: 40,000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH:50%, WIDE: 70F, Sen. gain: 18,042 Btuh, Lat. gain: 1,807 Btuh, Sen. loss: 23,105 Btuh, Entering clg. coil DB: 75.3F, Entering clg. coil WB: 62.8F, Entering htg. coil DB: 67.9F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 808 CFM, Req. htg. airflow: 271 CFM D:\...\600 Glenn Rd_06222024 ACCA Manual DJS.rh9 Saturday, June 22, 2024, 6:32 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS ■ Islip Terrace,NY 11752 Page 8 Manual S Performance Data - System 1 - 2nd Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 21.195 Outdoor Wet Bulb: 71 Latent Gain: 4.234 Indoor Dry Bulb: 75 Total Gain: 25.429 Indoor RH: 50 Load SHR: 0.83 Supply Airflow: 1,200 Entering Dry Bulb: 75.4 Entering Wet Bulb: 62.9 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 34.246 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.3 Indoor RH: 30 Supply Airflow: 1,200 _Equoment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: RA14AZ36AJ1/RCFZ3617STA, Indoor Model: RA14AZ36AJ 1/RCFZ3617STA Nominal Capacity: 36.000, Manufacturer: RHEEM Entered Interpolation Data: EDB EWB Air Flow ODB Total Power 75.4 OF OF CFM of Capacity Input Sensible MBtuh kW S/T Capacity MBtuh 62.9 1200 83 36 3.2 0.806 2 Interpolation Results: Percent Load of Load Sensible Capacity: 29.000 21.195 137% Latent Capacity: 7.000 4.234 165% Total Capacity: 36.000 25.429 142% Power Input: 3.20 Heating: Model Type: Natural Gas Furnace, Model: R951T0703A17, Nominal Capacity: 60.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 60.000 34.246 175% D:\ ...\600 Glenn Rd_06222024 ACCA Manual DJS.rh9 Saturday, June 22, 2024, 6:32 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc, Energy Rating Service "f ACCA Manual DJS Islip Terrace,NY 11752 Page 9 Manual S Performance Data - System 2 - 1st Floor Main Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 18.042 Outdoor Wet Bulb: 71 Latent Gain: 1.807 Indoor Dry Bulb: 75 Total Gain: 19.850 Indoor RH: 50 Load SHR: 0.91 Supply Airflow: 1,000 Entering Dry Bulb: 75.3 Entering Wet Bulb: 62.8 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 23.105 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.9 Indoor RH: 30 Supply Airflow: 1,000 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: RA1 4AZ30AJ1/RCFZ3617STA, Indoor Model: RA14AZ30AJ 1/RCFZ3617STA Nominal Capacity: 30.000, Manufacturer: RHEEM Entered Interpolation Data: EDB Total Power 75.3 OF EWB Air Flow ODB Capac ity Input F CFM F paci Sensible MBtuhS/T Capacity MBtuh 62.8 1000 83 30 2.22 0.74 22. Interpolation Results: Percent Load of Load Sensible Capacity: 22.200 18.042 123% Latent Capacity: 7.800 1.807 432% Total Capacity: 30.000 19.850 151% Power Input: 2.22 Heating: Model Type: Propane Furnace, Model: R951 T0403A1 7, Nominal Capacity:40.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 40.000 23.105 173% D:\ ...\600 Glenn Rd_06222024 ACCA Manual DJS.rh9 Saturday, June 22, 2024, 6:32 AM ENERGY R4ff//�J.JP9DIl'P PRO'm 80 Exhaust Fan IeT N 45 oUn Description •8,.,-.mom.:,a;•..F,,. �/ .. •3 tw Nnaaq Application } \\ \ � -n P=a X r..rw.n.in rm,oee era,,acry a..m.Krw,Mf»rc..v:mon b.amm�-•la.r aa= ,o..n..,K crop-aoii wn.ov.micipaomfia m.e**.a-a afe e.r4-na,-s,o--iemi> _�`�� ca-trat arasm m nurt ASHBiF sri,mm fi22 OL Model io am•an.anaulnp p+m a6aitym.llrSaa'taSOY a:a.^,e MOlq ra,^.uaunl4c Gl-0arc; PKy—W Ymt yfw ou q,o am aoeaaaorW aKlt m rynMry fe,sd.MITI cnlaiM n an�s push a paaai va,an assalla. eft^de 3ni:.S i,a.•d.�„e f�laayo OR APPROVED SIMILAR MODEL OR APPROVED SIMILAR MODEL PRO'"Accs.,Humidity Sensor fantech" t��.9850g ��• i4rfIYlrKf itln:�ifry Description "M NAdO irnh"Jn a itptlAcirri NIadk f ,UIz'aiwin f6 ij papa ID IIIi0 OW 24-swel room"PtumGha ID',todh.bile i A 44.1w"mPam+1w%Im"WA Rni2o,'y -wor rota up atsaoao tr-4 tm ON""M annon w wd m dww AM"ON G'i u"04 Aano 5 In BD maum ew II;rm tv rot OW itia iM.fl bk fat W1 51ytl Qr ii the At!Yfi C.Y,to,F*1A' 16rpfad � �"Supoly 5 Pu dY Batt) Fan rMWn �. 5 fly aped Kitc— n BalMoom PFan CONTRACTOR : PRINTOUT THIS FORM, ATTACH as oP At Canma a�a TO FRAMING ON JOBSITE FOR DIRECTIONS TO �'`°""^'m --- Nouse V.ntiM[bn SUB CONTRACTORS HERS D3 IAQ INDOOR AIR QUALITY - VENTILATION Noftlt J O F- O (2020 Energy Conservation Construction y Code of New York State) R403.6 Mechanical ventilation,The Building and dwelling units shall be provided with ventilation that complies with the requirements of the Residential Code of New York State or with other approved means of Q ventilation.Outdoor air intakes and exhausts shall have automatic or gravity dampers that dose when the ventilation system is not operating. Mechanical Ventilation Rate(CFM x 24hrs) 0 01CFM x CFA+7.5CFM x(#of BedroDms+1) Z Mechanical Ventilation Reeuired 67 OFM Z R403.6.1 Whole dwelling mechanical ventilation system W fan efficacy. Fans used to provide whole-house mechanical ventilation shall meet the efficacy J requirements of Table R403.6.1 MRV,ERV 1.2 dm/watt Foyer,Sitting/Rec Area ja,Wn�,ry (' In-line supply or exhaust fan 2.8 dm/watt O Other exhaust fan 2.8 dm/watt(Under 90 dm) Other exhaust fan 3.5 dm/watt(Over 90 dm) W LL p N ERV/HRV � 1.2 dm/watt � � Z O K,V, w e1 w W tr11ttrr�s,,.. �wtri"l asr2as'. _ ;..... . ! HERS RATER: MATT WAHL RESNET CERTIFICATION ■i s2522695 DATE:06R2/2029 108 MIMBER: O ear 1ST FLOOR WL SCALE: 1/16" = V-0" North H O U) Z Z W J Kitchen,Great Room, Dining O Pwdr O 8 Bed 4,Guest Bed Maths g — MBed _ Vru HERS RACER: F" MAT WAHL } RESNEf CtRTIFlGT[oN *25ne+5 744 ■ ARVRovED: -- DATE:06/22/20 4 10B NUMBER: •� sir s� 2ND FLOOR SCALE: 1/16" = 1'-0" ACCA Manual DJS HVAC Load Calculations for Residence 600 Glenn Rd Southold, NY 11971 It RHVACWAC LoAme Prepared By: Matt Wahl Energy Rating Service, Inc Islip Terrace, NY 11752 631-566-8439 Saturday,June 22, 2024 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ■ ACCA Manual DJS Islip Terrace,NY 11752 Page 2 Project Report General Project Information Project Title: ACCA Manual DJS Project Date: 06/22/2024 Client Name: Residence Client Address: 600 Glenn Rd Client City: Southold, NY 11971 Company Name: Energy Rating Service, Inc Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631-566-8439 Company E-Mail Address: energyratingservice@yahoo.com Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures - -- -- ---- - --- --- ------.- _-..--- - — -- --- --- Total Building Supply CFM. 2,200 CFM Per Square ft.: 0.738 Square ft. of Room Area: 2,980 Square ft. Per Ton: 790 Volume (ft3): 35,347 Building Loads Total Heating Required Including Ventilation Air: 57,352 Btuh 57.352 MBH Total Sensible Gain: 39,238 Btuh 87 % Total Latent Gain: 6,041 Btuh 13 % Total Cooling Required Including Ventilation Air: 45,279 Btuh 3.77 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\ ...\600 Glenn Rd_06222024 ACCA Manual DJS.rh9 Saturday, June 22, 2024, 6:32 AM Rhvac-Residential & Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace, NY 11752 Page 3 Load Preview Report Net ft2 Sen L Net Sen Htg Cls Sys Act Duct Scope Ton /Ton Area Gain Gain Gan Loss g g Siz CFM CFM CW Building 3.77 790 2,980 39,238 6,041 45,279 57,352 2200 2200 2200 System 1 2.12 834 1,768 21,195 4,234 25,429 34,246 1200 1200 1200 12x1 Ventilation 483 1,126 1,609 3,621 55 55 55 Zone 1 1,768 20,713 3,108 23,821 30,625 1200 1200 1200 12x1 1-MBed 217 2,758 135 2,893 3,465 136 160 160 2- 6-Kitchen,Great Room, Dining 1,007 12,992 2,498 15,490 16,393 642 753 753 7- 7-Bed 4,Guest Bed 319 2,784 285 3,069 6541 256 161 161 24 8-MBath 194 1,917 190 2,107 4,102 161 111 111 2- 9-Pwdr 31 263 0 263 124 5 15 15 1- System 2 1.65 733 1212 18,042 1,807 19,850 23,105 1,000 1,000 1,000 12x1 Ventilation 307 716 1,024 2,304 35 35 35 Zone 1 -Clg.:509/o,Htg.:459/6 585 10,449 395 10,844 9,394 452 505 505 9x1 2-Foyer,Sitting/Rec Area 585 10,449 395 10,844 9,394 452 505 505 5- Zone 2-Clg.:28%,Htg.:369/6 383 5,876 394 6,270 7,458 359 284 284 8x 3-Bed 3 257 4,031 318 4,349 4,541 218 195 195 2- 4-Pool Bath 68 885 49 934 1 A21 88 43 43 1-- 5-Laundry 58 961 27 988 1,096 53 46 46 1-- Zone 3-Clg.:21%, Htg.: 199/6 245 4,372 302 4,674 3,949 190 211 211 6x 10-Bed 2 191 4,087 302 4,389 3,858 185 197 197 2- 11-Bath 2 53 285 0 285 91 4 14 14 1- Sum of room airflows may be greater than system airflow because system has multiple zones. D:\ ...\600 Glenn Rd_06222024 ACCA Manual DJS.rh9 Saturday, June 22, 2024, 6:32 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJ Islip Terrace, NY 11752 Page Duct Size Preview j Room or Source Minimum Maximum Rough Desig S Du Du Htg Clg Acl. Duct Reg Duct Name Velocity Velocity Fact L/10 Lass Veloci Langt Flow Flow Flow Size Size - - _ System 1 Supply Runouts Zone 1 1-MBed Built-In 0 750 0.01 0.1 406.9 136� 160 2--6 6-Kitchen,Great Room,Dining Built-In 0 750 0.01 0.1 547.6 6421 753 753 7--6 7-Bed 4,Guest Bed Built-In 0 750 0.01 0.1 410.7 2560 161 161 2--6 8-MBath Built-In 0 750 0.01 0.1 407.2 1610 111 111 2--5 9-Pwdr Built-In 0 750 0.01 0.1 174.3 5IF 111 15 1--4 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 847.1 1200MEWS 1200 1207 System 2 Supply Runouts Zone 1 2-Foyer,Sitting/Rec Are; Built-In 0 750 0.01 0.1 514.3 452.1 505 5--6 Zone 2 3-Bed 3 Built-In 0 750 0.01 0.1 495.9 2181F 195 195 2--6 4-Pod Bath Built-In 0 750 0.01 0.1 313.5 881hW3 43 1--5 5-Laundry Built-In 0 750 0.01 0.1 340.5 5301 46 1--5 Zone 3 10-Bed 2 Built-In 0 750 0.01 0.1 502.8 185N 1idl 197 2--6 11-Bath 2 Built-In 0 750 0.01 0.1 157.7 4� 1i 14 1--4 Other Ducts in System 2 Supply Main Trunk Built-In 0 900 0.003 0.1 800 1,00 1,000 12x15 Summary System 1 Heating Flow: 1200 Cooling Flow: 1200 System 2 Heating Flow: 1000 Cooling Flow: 1000 D:\...\600 Glenn Rd_06222024 ACCA Manual DJS.rh9 Saturday, June 22, 2024, 6:32 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ■ ACCA Manual DJS Islip Terrace,NY 11752 Page 5 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U:0.30, SHGC.0.30: Glazing-1-1:0.30, SHGC:0.30, U-value 855.8 15,405 0 161370 16,370 0.3, SHGC 0.3 11 P: Door-Metal - Polyurethane Core, U-value 0.29 24 418 0 132 132 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 2824.8 11,526 0 1,998 1,998 cavity, no board insulation, siding finish, wood studs, U-value 0.068 r38: Roof/Ceiling-Roof Joists Between Roof Deck and 2495.2 4,790 0 799 799 Ceiling or Foam Encapsulated Roof Joists, Custom, R-38 open cell 1/2 lb. spray foam, 10.5 inches in 2 x joist cavity, U-value 0.032 19A-30p: Floor-Over enclosed crawl space, No insulation 2653.2 4,543 0 606 606 on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0.034 Subtotals for structure: 36,682 0 19,905 19,905 People: 9 1,800 2,070 3,870 Equipment: 683 13,144 13,827 Lighting: 760 2,592 2,592 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 224, Summer CFM: 84 14,744 1,716 737 2,453 Ventilation: Winter CFM: 90, Summer CFM: 90 5,926 1,842 790 2,632 Total Building Load Totals: 57,352 6,041 39,238 45,279 Check Figures Total Building Supply CFM: 2,200 CFM Per Square ft.: 0.738 Square ft. of Room Area: 2,980 Square ft. Per Ton: 790 Volume (ft3): 35,347 Building Loads Total Heating Required Including Ventilation Air: 57,352 Btuh 57.352 MBH Total Sensible Gain: 39,238 Btuh 87 % Total Latent Gain: 6,041 Btuh 13 % Total Cooling Required Including Ventilation Air: 45,279 Btuh 3.77 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\ ...\600 Glenn Rd_06222024 ACCA Manual DJS.rh9 Saturday, June 22, 2024, 6:32 AM Rhvac-Residential &Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace, NY 11752 Page 6 E_3=0! t Data System 1 2nd Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA14AZ36AJ1/RCFZ3617STA Indoor Model: RA14AZ36AJ1/RCFZ3617STA Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Capacity: 36,000 Efficiency: 14.5 SEER Heating System Type: Natural Gas Furnace Model: R951 T0703A17 Manufacturer: RHEEM Capacity: 60,000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 21,195 Btuh, Lat. gain: 4,234 Btuh, Sen. loss: 34,246 Btuh, Entering clg. coil DB: 75.4F, Entering clg. coil WB: 62.91F, Entering htg. coil DB: 67.2F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 944 CFM, Req. htg. airflow: 399 CFM D:\ ...\600 Glenn Rd_06222024 ACCA Manual DJS.rh9 Saturday, June 22, 2024, 6:32 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 Page 7 Equipment Data - System 2 - 1st Floor Main Cooling System Type: Standard Air Conditioner Outdoor Model: RA14AZ30AJ1/RCFZ3617STA Indoor Model: RA14AZ30AJ1/RCFZ3617STA Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Capacity: 30,000 Efficiency: 14.5 SEER Heating System Type: Propane Furnace Model: R951T0403A17 Manufacturer: RHEEM Capacity: 40,000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 18,042 Btuh, Lat. gain: 1,807 Btuh, Sen. loss: 23,105 Btuh, Entering clg. coil DB: 75.3F, Entering clg. coil WB: 62.8F, Entering htg. coil DB: 67.9F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 808 CFM, Req. htg. airflow: 271 CFM D:\ ...\600 Glenn Rd_06222024 ACCA Manual DJS.rh9 Saturday, June 22, 2024, 6:32 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ® ACCA Manual DJS Islip Terrace, NY 11752 Page 8 Manual S Performance Data - System 1 - 2nd Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 21.195 Outdoor Wet Bulb: 71 Latent Gain: 4.234 Indoor Dry Bulb: 75 Total Gain: 25.429 Indoor RH: 50 Load SHR: 0.83 Supply Airflow: 1,200 Entering Dry Bulb: 75.4 Entering Wet Bulb: 62.9 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 34.246 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.3 Indoor RH: 30 Supply Airflow: 1,200 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: RA1 4AZ36AJ1/RCFZ3617STA, Indoor Model: RA14AZ36AJ1/RCFZ3617STA Nominal Capacity: 36.000, Manufacturer: RHEEM Entered Interpolation Data: EDB EWB Air Flow ODB Total Power 75.4 IF OF CFM OF Capacity Input Sensible MBtuh kW S/T Capacity I MBtuh 62.9 1200 83 36 3.2 0.806 291 Interpolation Results: Percent Load of Load Sensible Capacity: 29.000 21.195 137% Latent Capacity: 7.000 4.234 165% Total Capacity: 36.000 25.429 142% Power Input: 3.20 Heating: Model Type: Natural Gas Furnace, Model: R951T0703A17, Nominal Capacity: 60.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 60.000 34.246 175% D:\ ...\600 Glenn Rd_06222024 ACCA Manual DJS.rh9 Saturday, June 22, 2024, 6:32 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 Page 9 Manual S Performance Data - System 2 - 1st Floor Main Loads and Design_Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 18.042 Outdoor Wet Bulb: 71 Latent Gain: 1.807 Indoor Dry Bulb: 75 Total Gain: 19.850 Indoor RH: 50 Load SHR: 0.91 Supply Airflow: 1,000 Entering Dry Bulb: 75.3 Entering Wet Bulb: 62.8 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 23.105 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.9 Indoor RH: 30 Supply Airflow: 1,000 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: RA14AZ30AJ1/RCFZ3617STA, Indoor Model: RA14AZ30AJ 1/RCFZ3617STA Nominal Capacity: 30.000, Manufacturer: RHEEM Entered Interpolation Data: EDB EWB Air Flow ODB Total Power 75.3 IF OF CFM OF Capacity Input Sensible MBtuh kW S/T Capacity M Btu h 62.8 1000 83 30 2.22 0.74 22. Interpolation Results: Percent Load of Load Sensible Capacity: 22.200 18.042 123% Latent Capacity: 7.800 1.807 432% Total Capacity: 30.000 19.850 151% Power Input: 2.22 Heating: Model Type: Propane Furnace, Model: R951 T0403A1 7, Nominal Capacity: 40.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 40.000 23.105 173% D:\ ...\600 Glenn Rd_06222024 ACCA Manual DJS.rh9 Saturday, June 22, 2024, 6:32 AM ENERGY /C2f If�!JOl9'LfP PROTm 80 Exhaust Fan A T I.98500 Description -eW n OlDolt nr-p• -3 retr elnxNt Application UOMroans son N.s!'xn aa.ca'e^I�lMl9wt wgrMwaselitlen lr lrlVnau.'a{MY tr xeY�i l(raY2 bmtel y b'.9G b-2'Y!L1 am ww'aa b�x..ipnl a- ..�\\ tJMi-eiJl CPt"i6d11C ROtl ISHME`aY1MtR 6:i Mom W Cf111'Y1 a�l wiry pylr 2^L el`W'.lIw l C!YaOk lYl."f P110mM IrY•�b/10 nb y��/�� PIs2CbINRMrtl ilb.s pab WOlCCIUD•fuuYitll-umay....arametriyyNMfwl £��rnea o�Ktsw.m rinm p,rarl.. coyrom mus In an ln�x yl.;p�n OR APPROVED SIMILAR MODEL OR APPROVED SIMILAR MODEL PROT"Accs.,Humidity Sensor fantech tern I.W'18 •• Description 'M�at'rl i a*Ww"M"U"L wNallow&n W ripe r,mawal Iwlr 0.900;rc.lan i•Madh a!D'umert SMW a taa4*ffAY WWN IW%I M raa2e nr�tr,^l n�T�rr rota mlr acaonrM rnlN gnON lino mt;2rrmn xrt3uae range A/+a:-a 9!b a,dp lcislaam S b 6t mown liar n�+dh rot rJti@W aM a tbcw 9cl fa-'a St2n wrp u ml ril ra a+r Is ml t:+r'l0+'le t- Fs~ir s pr ant Fan Return sw~Wr Supp u .eaee KitCtwn in BdtIbOOT I Fay CONTRACTOR : PRINTOUT THIS FORM, ATTACHe Re� �ammn ate. TO FRAMING ON JOBSITE FOR DIRECTIONS TO SUB CONTRACTORS HERS D3 vd�P� IAQ INDOOR AIR QUALITY - VENTILATION G NOrth J /� V O X O (2020 Energy Conservation Construction Code of New York State) R403.6 Mechanical ventilation,The Building and dwelling units shall be provided with ventilation that complies with the requirements of the Residential Code of New York State or with other approved means of ventilation.Outdoor air intakes and exhausts shall have automatic or gravity dampers that dose when the ventilation system is not operating. Mechanical Ventilation Rate(CFM x 24hrs) ., o.oICH4 x CFA+7.5CFM x(;r of Bedrooms+1) Pod Bath Z Mechanical Ventilation Reaulred 67 CFM Z R4D3.6.1 Whole dwelling mechanical ventilation system T W fan efficacy. Fans used to provide whole-house mechanical ventilation shall meet the efficacy J requirements of Table R403.6.1 HRV,ERV 1.2 dm/watt Foyer,Sitting/ReC Area La In-line wppH or exhaust fan 2.8 dm/watt Other exhaust fan 2.8 dm/watt(Under 90 dm) 0 Other exhaust fan 3.5 dm/watt(Over 90 dm) W W / {C ERV/HRV D 1.2 cfmlwatt z D Z O 8 w �zm� �14�5 z w W� _ m 02572M5 81 IuwW!„� HERS RATER: MATT WAHL RE5NET CERTIFICATION lug 1 xm2e45 1aaR APPROVED: -- DATE:06/22/2024 101 NUMBER: ;Owl - 9Hr 1ST FLOOR � Fr- - SCALE: 1/16"= T-0" �rth O O O H C �G Z Z W J Kitchen,Great Room" Dining O - O Pwdr O 8 MBed Bed 4,Guest Bed 8 MBath s^ > z P W w � d HERS RATER: •• I _•� ; RESNEf CFRTIFlGTION _ V #2572845 AVPROVED: DATE:06/22/2024 ]OB NUMBER: 2ND FLOOR M3 SCALE: 1/16"= 1'-0" _r FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION (1ST) --------------------------------- COD --- - ,� C FOUNDATION (2ND) z am / •a •a � r �,� . !�� Gout /02. Ln Iltiti ROUGH FRAMING& 1 y PLUMBING a QOyidL._cja, (A' o a /,W dRse INSULATION PER N. Y. STATE ENERGY CODE �-�-��� G0•� n._ T' l�l vweK olco� sf ,ecsv �s oc kAn oA.�S Joe Aged r Q./vrC. �i�r �-�r � GBYI�i'rzK•t e.e2 -- 4_ _.12v/ kilndo�v i%t /�i2s A44Z kccx In J FINAL Tyk, J Zl Q�•14Y -- ADDITIONAL COMMENTS aq-aLA ' C.9. v y CZ to-24 o re- Ion• o /v � � m 0 — - z — x d b �y �o�°SufF��Xco� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502hqps://www.southoldtommu.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ,,f' D I\ D PERMIT NO. Building.lnspector: �-� JUN 2 4 2024 Applications and forms'must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is.not the owner,an BULIDING DEPT. Owner's Authorization form(Page 2)shall be completed. TOWN sff SOUI'110I Date: OWNER(S)OF PROPERTY: Name:600 Glenn Rd LLC SCTM#1000-78-02-24 Project Address:600 Glenn rd Avenue Southold NY 11971 Phone#:631-905-4789 Email:David@djcustomhomes.com Mailing Address:3 Sandie Lane Manorville NY 11949 CONTACT PERSON: Name:David Roberts Mailing Address:3 Sandie Lane Manorville NY 11949 Phone#:631-905-4789 _ Email:david0djcustomhomes.com DESIGN PROFESSIONAL INFORMATION: Name:Arch itecno log ies Architecture Mailing Address:625 Claves Neck Road Southold NY 11971 Phone#:681-848-3321 Email:ArChitecnoligies@yahoo.com CONTRACTOR INFORMATION: Name:DJ Custom Homes Mailing Address:3 Sandie Lane Manorville NY 11949 Phone#:631-.905-4789 Email:david0djcustomhomes.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $650,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? RYes El No 1 PROPERTY INFORMATION - Existing use of property: Intended use of property:Sin le Famil Home Va�c_ant Land ____._._ _. _ g y Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ®Yes ElNo IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as.provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the"Building Department for the issuance of a Building Permit pursuant to the Building Zone" Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal'Law. Application Submitted By(print name):David Roberts ❑Authorized Agent ROWner Signature of Applicant: Date: 6/24/N24 CONNIE D:BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 S5: Qualified in Suffolk County COUNTY OF COMMISSIon Expires April 14,2L ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual'signing contract)above named, (S)he,is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained.in this application are true to the best of his/her knowledge and.belief;and that the work will be performed in the manner set forth in.the application file therewith. Sworn before me this —q\ day of .20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 °• i D its 2 �- � 7 min vnra ^7<. n ^c Y9 r'_.,' r�eTMS^ 4F7' °�'r�^"xrSs mA �•� L_: e?Z % r i Y BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK ' PERMIT N0. 10571 DATE: APRIL 17,204 { .ISSUED TO: 600 GLENN, LLC }�k PROPERTY ADDRESS:. 600 GLENN ROAD, SOUTHOLD t k t+�. cii:ir.. w •5 •ice -. _ SCTM# 1000-78-2-24 AUTHORIZATION' Pursuant to the provisions of Chapter 275 of the.Town Code of the Town of Southold and in a .. u accordance with the Resolution of the Board of Trustees adopted at the meeting held on Anril 17;2024,and in 'consideration of application fee in the sum of$1,250.00 paid by 600 Glenn,LLC and subject-to the Terms and Conditions as stated in the Resolution,the Southold flown Board of Trustees authorizes and permits the bi ' following: 4; Wetland Permit to construct a proposed 3,499sq.ft. two-story dwelling with attached pL 4 61'x10.6' front porch, 15.4'x218' first floor rear porch, 5.4'x22.1' rear steps, 116'125.4' second floor deck with 4'x13.6' steps to ground, 6.51x21' second floor deck; an.18.3'x19.7' roof deck 4'x1%6' & 4'x21.4' roof deck walkways,two window wells in 4 basement for egress; install a new Fuji Cen 5 sanitary system; install:gutters to leaders ' 2'with 1' wide co in in-ground pool to drywells to contain-roof runoff; install a 16 x3 p g g p. with a pool equipment area, a designated pool drywell for backwash; code compliant pool enclosure fencing with gates; install a pervious driveway; install silt fencing during construction; and to establish and perpetually maintain a 50' wide Non-Disturbance buffer area from flagged wetland line with a 4' wide access path to water alon .the gg P g ' landward edge if the wetlands; all as depicted.on the revised survey prepared by Peconic Surveyors, received on May 6,.2024, and stamped approved on May.30,2024. ' IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, ' +; and these presents to be subscribed by a majority of the said Board as of the day and year written above. 4 y . } J7 is II a , �"u;x'Fr"G.'iiS3a+"" :a.ii�.•s"�^.urs+z"�. u�."�'.*a:'%'w' '+dT'ira.a.&� 'r4v.3 �ttc-rt.sz ^�ii7 i::- -,- r eS2Lt,1..a .+:;1. r Glenn Goldsmith,President `�Q�S�Ur� Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President - .�OV� ��� P.O.Box 1179 Eric Sepenoski J�f {So td,New York 11971 Liz Gillooly G jT e n 6'� ) 7 5 1,892 Elizabeth Peeples • �4 J' Fax(631) ;M5-864 ,� c 2 9 2025 BOARD OF TOWN TRUSTEES Elfin sing®o TOWN OF SOUTHOLD �o�rh of L'Part 6�nt .ho CERTIFICATE OF COMPLIANCE #2288 C Date: August 28,2025 THIS CERTIFIES that the construction of a 3 499sq ft two-story dwelling,with attached 6 1'x10�6'front porch 15 4'x23 8'first floor rear porch 5 4'x22 l'rear steps 13'.6'x25.4'second floor deck with 4'xl3 6'steps to ground 6 5'x2l'second floor-deck an 18 3'x19.T roof deck,4'x19.6'&4'x21.4'roof deck walkways two window wells in basement'for egress installation of a Fuji Gen 5 sanitary system; installation of gutters to leaders,to drMells tacontain roof runoff, installation of a 1602'with 1'wide coning in-ground pool with a pool equipment area;a designated pool drvwell for backwash;code :compliant Qool enclosure fencinz,with gates,• installation of a,pervious driveway:establishment a 50'wide Non Disturbance buffer area from flagged wetland line with a 4'wide access Rath to water along the landward ewe.if the wetlands, At 600 Glenn Road, Southold Suffolk County Tax Map#1000-78-2-24 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 28,2024 pursuant to which Trustees Wetland Permit#10571 Dated ARril 17,2024,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 3 499sc ft.two-story .dwelling;with attached 6 1'x10 6'front porch 15 4'x23 8'first floor rear porch.5.4'x22.1'rear steps, 13 6'x25 4'second floor deck with 4'x13 6'steps to ground 6 5'x2l' second floor deck,an 18.3'xl9.7'roof deck,4'x 19 6'&41x21 4'roof deck walkways-two window wells in basement for egress: installation of a Fuji Cen 5 sanitar ,gystem• installation of ptters:to leaders to drywells to contain roof runoff: installation of-a 1602'with 1'wide coping in-ground pool with a pool equipment area a designated.pool.drvwell for �fJ backwash• code compliant pool enclosure fencing with gates- installation of'a pervious driveway; establishment a 50'Wide Non-Disturbance buffer area fromflagged wetland line with a 4 wide access .path to water along the landward edge.,if the wetlands. The certificate is issued to:600.GLENN.LLC owners of the aforesaid property. Authorized Signature Glenn Goldsmith,President �Q ;SD(lfy Town Hall Annex A.Nicholas Krupski,,Vice President 54375 Route 25. P.O.Box 1179. Eric Sepenoski. Southold,New York 11971 Liz Gillool �' y' Telephone(631) 765-1992 Elizabeth Peeples • - Fax(631) 76b 6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #'2256 C Date: June 11,2025 - THIS CERTIFIES that the constructionu afa 4'x32'.:f t6d'dock.with'4'-wide by 20' long fixed "T"''sectian at seaward end.'including landward steams up and steps down to'fixed T seetion with alI deckittg;D6-Flo�v,by k milteri 1, At 600 Glenn Road:Southold. Suffolk County Tax Map-91.000-78-2=24 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August'2,2024 pursuant to which Trustees Wetland Permit#10710 Dated K6veMher 1'3,2024,was issued and conforms to all of the requirements and conditions of the.applicable proviAons.of law. The project for which this certificate is being-issued is for the construction of a 4°x32'-fixed dock with.4'. wid'e�26' longlixed"T°"section at^seaward-end including landwsrd steps up and steps>down to hated T section•`with<all.decking.Tltiru-Flow type material. The'certifcate is issued to 600 GLENN LLC owners of the aforesaid property. Authorized Signature Facility DEC ID 1-4738-04989 PERMIT Under the Environmental Conservation Law ECL Permittee and ]Facility Information Permit Issued To: Facility: 600 GLENN LLC 600 GLENN LLC PROPERTY 3 SANDIE LN 600 GLENN RDISCTM# 1000-78-2-24 MANORVILLE, NY 11949 SOUTHOLD,NY 11971 (631) 905-4789 Facility Application Contact: DAVID ROBERTS 3 SANDIE LN MANORVILLE, NY 11949 (631) 905-4789 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E: 715.689 NYTM-N: 4547.079 Latitude: 41°02'47.0" Longitude: 72°26'01.3" Project Location: 600 Glenn Rd. Watercourse: West Creek Authorized Activity: Construct new single-family dwelling with porch, decks, gravel driveway. Install 16' x 32' pool. Install new Innovative/Alternative Onsite Wastewater Treatment System (I/A OWTS) and drywells. Establish 50-foot-wide naturally vegetated, non-disturbance buffer. All activities authorized by this permit must be in strict conformance with the attached plans stamped approved by NYSDEC on June 18, 2024. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04989/00001 New Permit Effective Dater 6/18/2024 Expiration Date: 6/17/2029 Page I of 7 112L - HV-1Y U1lYY l:I Y1JY SYHY1l.Hl'Jl\Y - -. \117.J.f VV1\Ult'+8\.1211V1\ Facility DEC ID 1-4738-04989 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:LAURA F STAR, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony Brook150 Circle Rd Stony Brook,NY 11790 -3409 // Authorized Signature: Date ( / I q / Distribution List DAVID ROBERTS Marine Habitat Protection Wildlife LAURA F STAR Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS i. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Peconic Surveyors, PC, last revised May 4, 2024, and sanitary plans by Studio A/B Architects, dated February 6,2024, both stamped approved by NYSDEC on June 18, 2024. 2. Time of Year]Restriction for Tree Cutting Any tree cutting must occur during the winter timeframe between December 1 and February 28, in any given year, in order to avoid adverse impacts to NYS endangered bat species. No tree cutting shall be conducted between March 1 and November 30. 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. Page 2 of 7 Facility DEC ID 1-4738-04989 4. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 5. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language) to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, NY11790.-3409 Attn: Compliance 6. Straw ]Sales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 50 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 7. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 8. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained-by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 9. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. io. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. ii. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. Page 3 of 7 NAVY Tuxl- a I A I JVJ YIr.rtVJMIIVa.U'i.a 'v'a. JL�1'4 aa�vi.,..,..,.. .� ....._........._. . Facility DEC ID 1-4738-04989 12. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 13. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 14. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department(permit,'modification, amendment). 15. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. 16. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 75 linear feet landward of the tidal wetland boundary. 17. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 18. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 19. Authorized Innovative/Alternative.Onsite Wastewater Treatment Systems (li/A OWTS) Septic Systems This permit authorizes the installation of any models of I/A OWTS septic,system which have received the approval of the Suffolk County Department of Health Services (SCDHS). If SCDHS rescinds its approval of one or more of these models during the term of this permit, DEC will no longer approve new installations of that model. The list of I/A OWTS systems which have received approval by SCDHS are found on website -https://reclaimourwater.info/ 20. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) The permittee must maintain, service and repair the installed I/A OWTS in accordance with the maintenance schedule set forth in the Suffolk County Department of Health Services (SCDHS) permit issued for the system. 21. Incidental Disturbance to Vegetation It is the responsibility of the applicant to remedy any incidental disturbances resulting in damage or removal of wetland vegetation. Upon completion of construction activities, any disturbed areas shall be planted with the appropriate marsh vegetation. Please contact the Bureau of Marine Habitat at(631)444-0295 for more information. 22. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. Page 4 of 7 Facility DEC ID 1-4738-04989 23. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 24. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 25. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration.or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against-the State of New York on account of any such removal or alteration. 26. State May Require Site.Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawf illy.require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. Page 5 of 7 Facility DEC ID 1-4738-04989 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or'Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony Brook150 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c: exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 6 of 7 dolor NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04989 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other pennits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 7 of 7 N Y S D F C: SURVEY OF PROPERTY APPROVED PcRTEiMb AND CONDiTO S OF AT SOUTHOLD PERMIT .T- 4-AR49I°�I DATE�(s TOWN OF SOUTHOLD SUFFOLK COUNTY, MY 1000-78-02-24 Jkly SCALE. 1= 30' FEBRUARY 1, 2024 �V s MARCH 12, 2024 (REVISIONS) N lo. � APRIL 20, 2024 (REVISED BUFFER) MAY 4, 2024 (REVISIONS R A� S rN 0 fC$9 66•I� 40 �~ oy rwN 1 � lH/ 700 ?:98 # O 9i.lE- •00, 08, r oy �e 3 ` V IaJy LP L EX �t N0 0 EX LP p 2.�� L f Qr m / 0 rye min.a Lot Nas are From Mop Of West Creek ram, HVAC drs r ra. rua,� Estates'Filed r/th the Suffolk Co. Gerk fig UMW OOa `tz�' �+g "ENS • on Aug. 19, 196.E File Na 3848 `f N Qs- '10• o/ � 2nd Fir Cant S kS 0 ay aver Pa ch m• Fn- OUSyE0&GDR. n 43 $ 'p Noe• oM o .. r \ ,.O�Fl•e fra v sEPTrc DESIGN as ro �-- �' �`a O CV BY GL YNIS BERRY y NYS LICENSED ARCHITECT e \ o SEE SITE PLAN FOR DETAILS �'roE E¢ r• PoPt rE c.f H�'•� O0 g ufrW TEST HOLE DATA �x MaODNUD CEOSaEHC.£ + + MC SLT ALL raTO M AI rt/o7/zosa CA + V TALL rD ES 0' D-9.a' BROW LOAM OL �4e \4.CIEVtED AC S PATM Cad7RUCn4K 45' n.91 TO CRtEW&' DOCK EL2B' asAT SnolarpF\�\ ..���� D c 6 BROHN MLT ML a PALE BRONfJ SAND SP Fl,MJ/6 \VV tG s EL l.J' ILI, rbgs IN �/ Fla�a (O PALE RBROW nNE SAND SP r / N624,J,}l/7 F K yaw Flag/2 EL15, 17' VFW n• \` �Skry{•. W10. MIEN 00Y1 urm As a I'VaOW SIURFAr£ �qyA, T y¢�1f �7s0 . O CER77F?ED TO. bq� 600 Glenn LLG MldFirst Bank, ISAOA ATIMA KEY American Dreom Abstract, Inc. Ne RAG 1>1F First American Title Insurance Company QQ -REeAR ��'•"�eyN��it ® -KU �yc ♦ STAKE 6 -7wr HQL • -P#1E PROPOSED LOT COVERAGE yawn' ■ -MGYUMENT PROPOSED HOUSE 2368 SgXt cOi-UTBITY POLE PROPOSED POOL -612 Sq.Ft. PROP. POOL EOPMNT = 10 Sq.Ft. PROP. HVAC EOUIPMNT. =8 Sq.Ft. ' TOTAL PROPOSED COVERAGE 297J Sq.Ft x. BUILDABLE AREA OF LOT +N� =EXIS7TNG SPOT ELEVA77ON LANDWARD OF H£1LANDS-21,511 Sq.Ft " +®=PROPOSED SPOT ELEVA77ON 2973121511 - a1362 or ld8X c\ ha r• ELEVA77ONS&CONTOUR LINES ARE REFERENCED TO NA VD 88' N•Y•S LIC. NO. 051132-01 N.Y.S UC. NO. 49618 ANY AL SECTION 720 OR INE NEW7701V O THIS SURVEY A A VIOLA n0N PECONIC RVEYOR OF.SECnON 72090E 7H£NEW YORK STA IE EDUG 1ION LAW. Ss P.C. E7fQEPT AS PER SEC71ON 7209-SUBDIVISION.2 Au. C071FICA77MS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIES TKWOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVE`MR ET TRAVELER S RT 230 1 A STREET WOSE SIGNAR/RE APPEARS HEREON. AREA= 25,336 SO. FT. 230 A N.Y. T RE ,24-006 1 i NYSDFC SURVEY OF PROPERTY APPROVED AS PER TERMS AND CONDITIO S OF AT SO UTHOL D PERMIT 9nojjDbb0► TOWN OF SOUTHOLD. i pATeLS SUFFOLK COUNTY, MY 1� 4�r 1000-78-02-24 44 SCALE- 1= 30' �� f►'�J �C4 FEBRUARY 1, 2024 x y MARCH 12, 2024 (REWSIONS) ��� 10• `�#,%�cto�/ APRIM Y04?2024(REWSIONS BUFFER)REWSED q D ry p A) xDip ors �X s$, LP L EX EX LP a N 2,d Flr.DDG* m L Over Drey V min. o Lot Nas are From Atop Of West Creek rql. HVAC �a r 10, EN Estates'Flled with the Suffolk Ca Cerk UNITS Orb �12� �'� 5T 3 an Aug. 19, 1963, File Na 3848 0 c 2nd nr.CaeL' � � \ a�, v owr Porch Oi oz pRo=24 OW Qor aod. ti II fag`� /oF2, 0. ��s cu+ by o O II SE7`71C DESIGN cpr°f Lb �� \\ Aec�r N yyy4 BY GLYNIS BERRY NYS LICENSED ARCHITECr "hq 61 °Ab SEE SITE PLAN FOR DETAILS °e fa% I•sro iF s,F ro 1� �Q } Oi r0o yy� PEST HOLE DATA ji!E cwvw+rt 0 1raDONAID CEOSaDKE - \ kM1 it „pcpgp� 11/07/2a23 i C4h.x • •0• ��LL�TO ar BROW LRAM a \4'CIDM AL- PA.TH cchammmm as, MOB MA� \TO M do �D06C \ ' (i29' SN6E1�E.``\ ,�`\� d C OUN E BROW 91T )AL \may" ON Nq .\\ Y\V \ 3 JPALE SWAN SAND SP , Fld9@6\\\\� gnt'p\ �Ir�j EL I..r a1' ) 1 �/ 1 Fla 14. IO PALE BMW RAE SAND SP } �624J�' 4N ar yrlao/3 rwy#2 Q.3J' 17 I b- yy .1 Pcr�S QelTB o(oz EZ09YL&YEEIII �1I a1'BQOW SNRFACF lI av JF CERTIFIED T0: !� ti 600 Glenn LLC A c' MidFrst Bonk,- ISAOA A77MA KEY American Dream Abstract, Ina ♦ 1,, First American Title Insurance Company xt RAG4 ® -VELL 1%1 I ♦ STAB c/p RNI'II . • -PIPE PROPOSED LOT COVERAGE ■ a.MavNw PROPOSED HOUSE 2366 Sq.Ft pF Hg ''Oa U]BJ7Y POLE PROPOSED POOL ®612 Sq.Ft �g4,4 d:,y ffrm0,,, PROP.POOL EOPNNT a 10 Sq.Ft. PROP.HVAC EOUIPMNT. -8 Sq Ft TOTAL PROPOSED COVERAGE 2973 Sq.Ft y; BUILDABLE AREA OF LOT 4ry° m EKLSTIAIG SPOT ELEVA)10N LANDWARD OF WETLANDS-21,611 Sq.Ft � tJ i 4®=PROPOSED SPOT ELEVAA0M 2973l2151t a aijaz or an •IQel1�- 19' N I ELEVA7ICWS&CONTOUR LINES ARE REFERENCED TO NAVD 88' '-Y.S.C. NO. 051132-01 ANY ALMA77ON OR'ADD171ON TO THIS SURVEY IS A WOLA77ON N.Y.S. UC. NO. 49618 OF BECKON 72090E THE NEW YORK.STATE-IDUCAYK W.W TA PECONIC RVPY0R4 P.C. ExcEPT AS PER SECBON 7209-SUBDIWSION 2 ALL CERnRCAAONS (631) 765=5020 FAX(631) 765-1797 l HEREON ARE.VAUD FOR.7N/S MAP AND COPIES THEREOF ONLY 1F P.O. BOX 909' ! SAID MAP OR CORES BEAR THE IMPRESSED SEAL OF 1Hf SURVEYOR AREA = 25336 SO. FT 1230 7RAVELER STREET 24-006 WHOISE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 {{,j LI nt Town'Hall Annex V2. = Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1119 C* Southold, NY 11971-0959 . ;. . BUILDING DEPARTMENT NOTICE.0E--UTILIZATION OF.TRUSS TYPE•CONSTRUCTION;'I'RE-ENGINEERED; WOOD CONSTRUCTION ANU/OR TIMBER`CONSTRUCTION-^- - Date:. (--A m Owner.: LL4C _ 9 016 _ Location of Property: . .. . Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) _ Timber construction (TC) in-the following location(s)(check applicable line); Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature:; Name (person submitting this form): Capa ity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 I - oFFOIA,c`� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD # co = . Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 4.jj Telephone (631) 765-1802 - FAX (631) 765-9502 lame sh(cD-southoldtownny.aov — seand(@-southoldtownny.gov :'2I.Lfi' APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 09/26/2024 Company Name: Big Bear Electrical Contracting Electrician's Name: Paul DeLucia License No.: ME-43841 Elec. email: office@bigbearelec.com Elec. Phone No: 631.760.1997 ED I request an email copy of Certificate of Compliance Elec. Address.: 45 Ramsey Rd, Unit 5, Shirley NY 11967 JOB SITE INFORMATION (All Information Required) Name: 600 Glenn Rd, David.Robers, Member Address: 600 Glenn Rd, Southold, NY 11971 Cross Street: Main Bayview Phone No.: 631.905.4789 Bldg.Permit#: 'D i 10 a email: david@djcustomhomes.com Tax Map District: 1000 Section: % Block: `� Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New construction, 200 Amp Service Square Footage: 3499 Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑Rough In ❑ Final Do you need a Temp Certificate?: [ YES ❑ NO Issued On Temp Information: (All information required) Service SizeFv—(I1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# 0 ❑✓ New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals 1 FJ2 W/ H-Frame Pole Work done on Service? DY �( N Additional Information: ��m 51v e-1e�YiClRh 9-�7,�t� � a 7 PAYMENT DUE WITH APPLICATION '0 .6n� pd -a�-a� C�� wall m��� � �►-, BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802 Temporary Certificate # Dat 2024 Customer Name 4i)o (�-kn L LC Electrician Name& &"C4 Address tGOb 61en t2d Phone e-mail day �� �.� e-mail Phone (I G)D6. y0 t q iLicense# Size DO A Phase Overhead Underground [ #of Meters Remarks— WkAJO bQfA1mq #of Underground Laterals 1 2 New "H Frame or Pale H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above Authorized by BUILDING DEPARTMENT- El cal Inspector TOWN OF SOUTHOLD su1�d3ra9:�att�®Rd ® Town Hall Annex - 54375 Main Road -R. &bA 1179 cn Southold, New York 11971-'0959 Telephone (631) 765-1802 - FAX (631.):765-9502, iamesh(c�southoldtownny.gov seand(cbsou'tholdtownny.go.v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION°(AII Information Required)" Date:'09/26/202.4' Company Name: Big Bear Electrical Contracting , Electrician's Name: Paul DeLucia " License No.: ME-43841 Elec. email: office@bigbearelec.com Elec. Phone No: 631.760.1997 ❑✓ I request an email copy of Certificate of Compliance Elec. Address.: 45 Ramsey Rd, Unit 5, Shirley NY. 1'1967 JOB SITE INFORMATION (All Information Required) Name: 600 Glenn Rd, David Robers, Member Address: 600 Glenn Rd, Southold, NY 11971 Cross Street: Main Bayview Phone No.: 631.905.4789 Bldg.Permit#: 51102 email: david@djcustomhomes.com Tax Map District: 1000 Section: --IS Block: 2 Lot: 2 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New construction, 200 Amp Service Square Footage: 3499 Circle All That Apply: Is job ready for inspection?: YES 0 NO ❑Rough In Final :;.,D.O>y_o-u..need-a_Temp.,Certificate?: YES ❑ NO Issued On Temp Information: (All information required) >: Service SizeF Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# 0 ❑✓ New Service0 Fire ReconnectOFlood ReconnectOService Reconnect ✓ Underground QOverhead # Underground Laterals 1 2 v( H Frame Pole Work done on Service? Y �( N Additional Information: —r,V ����,, (ems-I-Yi. ,I a i -7-7a - - cR PAYMENT DUE WITH APPLICATION q —a—t -24 rtck-/084 PERMIT# Address: Switchesl*-_ f Outlets Surface Sconces T06 H H's �' UC Lts Fridge l HW POOL Panel Fans Mini Fr. W/D l Pump Exhaust '{ Oven Sump Heater Trnsfmr Smokes `l�r DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV . HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower f, AC AH Hood 1 Blower o� Service Amps Have Used Sub Amps Have Used Comments rig, ckr- L.- r Sri C � S i 4 t FirstAmericaa Title August 19,2024 Town of Southold P.O. Box 1409 Southold, NY 11971 RE: Title No: SS5891-S Premises: 600 Glenn Road,Southold Tax Map No 1000-078.00-02.00-024.000 Dear Sir or Madam," Please be advised that American Dream Abstract, Inc. 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 ourstead and has the authorityto 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. LaPorta, Esq. New York State Counsel Agency Division PAL/wvp cc. American Dream Abstract, Inc. 180 East Main Street,Suite 100 Patchogue, New York 11772 Phone No.631-776-1710 666 Third Avenue,5th Floor,New York,NY 10017 TEL 212.381-6600• Fax 212.922.0881 www.firstamny.com ANERMM OREAMAOST"CTq !N)C- Representing First American Title Insurance Company of New York v 180 East Main Street Suite 100 Patchogue,New York 11772 Phone:631-776-1710 Fax: 631-776-1715 info@americandreamabstract.com COUNTY OF SUFFOLK TITLE NO. SS5891-S SS.: STATE OF NEW YORK AMERICAN DREAM ABSTRACT, INC., as policy writing agent for FIRST AMERICAN TITLE INSURANCE COMPANY hereby certifies to THE TOWN OF SOUTHOLD that a search was made of the records of the County Clerk's Office of Suffolk County back to 1957 for the following described property: 600 Glenn Road,Southold ALSO being known and designated on the Suffolk County Real Property Tax Agency Map as: DISTRICT: 1000 SECTION: 078.00 BLOCK: 02.00 LOT: 024.000 See Schedule"A" description attached THIS search is for information. The Company's limit of liability under this certificate, for any reason whatsoever,'whether based on contract or negligence, shall not exceed$25,000.00 and shall be confined to the applicant to whom this certificate is addressed. No policy to be issued hereunder; Searches have been run to July 1, 2024 Dated: August 19, 2024 A-AL American Dream Abstract,Y�C. ,- By: Caroline S.Bancroft Sworn to before me this 19'. day Public JODI L BRUST NOTARY PUBLIC,STATE OF VFW YORK Suffolk County :.,Gocrimission# 0 IBR6143897 My Cokxnu-i6fi X�.s -E pires ADril 17 30 TITLE NO. SS5891-S SCHEDULE "A". ALL that certain plot, piece or parcel of land situate lying and being in the town of Southold, at Southold, County of Suffolk and State of New York known and designated as Lot No. 8 on a certain map entitled, "Map of West Creek Estates, Property of Ernest E. and Harold W. Wilsberg, situate at Southold, Suffolk County,New York" made by Otto W. Van Tuyl from surveys completed January 28, 1963 and filed in the Suffolk County Clerk's Office on August 19, 1963 as Map number 3848. Said lot being more particularly bounded and described as follows: BEGINNING at a point on the Southwesterly side of Glenn Road,said point being distant 584.10 feet Southeasterly as measured along the Southwesterly side of Glenn Road from the corner formed by the intersection of the Southwesterly side of Glenn Road with the Southeasterly side of Main Bayview Road; RUNNING THENCE along the Southwesterly side of Glenn Road, South 66 degrees 31 minutes 30 seconds East, 100.00 feet; RUNNING THENCE South 16 degrees 28 minutes 50 seconds West, 242.31 feet to the Northeasterly side a canal; RUNNING THENCE along the Northeasterly side of a canal,North 62 degrees 45 minutes 40 seconds West, 115.00 feet; RUNNING THENCE North 19 degrees 51 minutes 10 seconds East,233.43 feet to the Southwesterly side of Glenn Road at the point or place of BEGINNING. FOR INFORMATION ONLY premises being known as 600 Glenn Road, Southold,Town of Southold 1000-078.00-02.00-024.000 American Dream Abstract,Inc: By: Caroline S. Bancroft Sworn to before me this N:ota ` : :ibl'ic .JQnI L BRC'�T P NOTARY PUBLIC,STATE OF NEW YORK Suffolk County Commission# 0IBR6143897 M Commission Ex ices 1dC�l 17,20 TITLE NO.SS5891-S SUBJECT PREMISES: SCTM: 1000-078.00-02.00-024.000 .,CHAIN OF TITLE DEED John P. Wells and Alice A. Wells, his wife, Julia A. Terry, 'Dated: 02-18-1909 William F. Terry, Henry Eugene Wells and Sarah L. Wells, Rec'd: 03-09-1909 His wife, Jesse G. Wells and Nellie F. Wells,his wife Liber: 678 cp 369 Kate L. Preston To Con Poliwoda NOTE: Covers premises and more DEED Ida Poliwoda a/k/a Ida Polywoda Dated: 11-22-1958 To Rec'd: 11-24-1958 Ernest E. Wilsberg and Harold W. Wilsberg Liber: 4550 cp 219 NOTE: Con Poliwoda died 04-29-1938 Surr# 193P38 NOTE: Covers premises and more DEED Ernest E.Wilsberg and Harold W.Weilsberg Dated: 07-31-1968 To Rec'd: 08-12-1968 Walter T. Pulley and Gloria S. Pulley,his wife Liber: 6398 cp 275 DEED Walter T.Pulley and Gloria S. Pulley,his wife Dated: 01-23-1970 TO Rec'd: 01-27-1970 Peter E. Henderson,Jr and Patricia Henderson,his wife Liber: 6696 cp 526 ......... ...... DEED Patricia Curry f/k/a Patricia Henderson Dated: 12-07-1981 To Rec'd: 12-15-1981 Peter Jellett Liber: 9116 cp 527 CONTINUED �� Aul, American Dream Abstract, By: Caroline S. Bancroft Sworn to before me this I day A NolTublic L BRILTST NOTARY PUBLIC.STATE OF: NEW YORK] Suffolk Counry Commission# 0 IBR6143897 Commission Expims ADril 17,20� TITLE NO.SS5891-S SUBJECT PREMISES: SCTM: 1000-078.00-02.00-024.000 CHAIN OF TITLE continued, DEED Margaret Jellett, as Exec of the Estate of Peter Jellett Dated: 12-15-2009 To Rec'd: 01-28-2010 Margaret Jellett as to 98% and Andrew Peter Jellett, as to 2% Liber: 12614 cp 726 NOTE: Confirmatory deed pursuant to LW&T of Peter Jellett for premises. NOTE: Peter Jellett died 02-02-2009 Surrogates#2009-590 DEED Margaret Jellett as to 98% and Andrew Peter Jellett, as to 2% Dated: 08-13-2013 To Rec' 10-1$-201 Andrew Jellett and Lisa Jellett as Trustees of the Liber: 127--^ 49 cap 19 Margaret Jellett Irrevocable Trust Agreement,aslo 98% and Andrew Peter Jellett, as to 2% DEED Andrew Jellett and Lisa Jellett as Trustees of the . Dated: 04-03-2024 Margaret Jellett Irrevocable Trust Agreement, as to 98% Rec'd: 04-25-2024 and Andrew Peter Jellett, as to 2% Liber: 13245 cp 975 To 600 Glenn LLC LAST OWNER OF RECORD American Dream Abstract, Inc. By: Caroline S. Bancroft Sworn to before me this Utfi&y f u' 424 N Public JODI L BRLtST NOTARY PUBLIC,STATE OF v"EW YORK Suffolk County Commission# 01BR6'143897 2� 1Ky Commission E spires April,1T ?0_ TITLE NO.SS5891-S PREMISES ADJOINING TO WEST: SCTM: 1000-078.00-02.00-023.000 CHAIN OF TITLE_ DEED John P. Wells and Alice A. Wells, his wife,Julia A.Terry, Dated: 02-18-1909 William F. Terry, Henry Eugene Wells and Sarah L. Wells, Rec'd: 03-09-1909 His wife,Jesse G. Wells and Nellie F. Wells,his wife Liber: 678 cp 369 Kate L. Preston To Con Poliwoda NOTE: Covers premises and more DEED Ida Poliwoda a/k/a Ida Polywoda Dated: 11-22-1958 To Rec'd: 11-24-1958 Ernest E: Wilsberg and Harold W.Wilsberg Liber: 4550 cp 219 NOTE: Con Poliwoda died 04-29-1938 Surr# 193P38 NOTE: Covers premises and more DEED Ernest E. Wilsberg and Harold W. Wilsberg Dated: 08-05-1966 To Rec'd: 08-12-1966 Salvatore Prato and Francine Prato,his wife Liber: 6011 cp 45 DEED Salvatore Prato and Francine Prato,his wife Dated: 10-11-1968 To Rec'd: 11-08-1968 Paul J.Marks and Edith M. Marks,his wife Liber: 6452 cp 52 DEED Paul J. Marks and Edith M. Marks,his wife Dated: 10-29-1973 To Rec'd: XX-XX-XXXX Winds Way Building Corp. Liber: 7528 cp 83 CONTINUED Ott,&it ma, American Dream Abstract, Inc. By: Caroline S. Bancroft Sworn to before me this 1 day of "u St U- No,.:. ulc NOTARY PUBLIC.STATE OF NEW PORK i Suffolk Councv Commission# 01114(M3897 My Commission Expires .ytiaril 17,?02'N TITLE NO. SS5891-S PREMISES ADJOINING TO WEST: SCTM: 1000-078.00-02.00-023.000 .,CHAIN OF TITLE. continued DEED Winds Way Building Corp. Dated: 04-02-1976 To Rec'd: 04-15-1976 Charles Padala and Vivian C. Padala,his wife Liber: 8018 cp 252 DEED Vivian C. Padala Dated: 11-14-1980 To Rec'd: 11-18-1980 John Kavanagh and Vivian Kavanagh,his wife Liber: 8916 cp 294 NOTE: Charles Padala died 02-08-1978 Surrogates# 159A78 DEED Vivian Kavanagh, as surviving tenant by entirety Dated: 10-22-2004 To Rec'd: 11-05-2004 Anthony Ienna and Giustina Ienna,his wife Liber: 12353 cp 252 NOTE: No proof of death found on John Kavanagh ........... DEED Anthony Ienna and Giustina Ienna Dated: 11-24-2015 TO Rec'd: 12-21-2015 Kathleen M. Foley Liber: 12845 cp 562 DEED Kathleen M. Foley Dated: 08-17-2023 To Rec'd: 08-29-2023 500 Glen Road LLC Liber: 13215 cp 817 a LAST OWNER OF RECORD American Dream Abstract;Inc_ By: Caroline S.Bancroft Sworn to before me this Ith Public TST DI L BRL NOTARY PUBLIC,STATE OF NEW YORK Suffolk County Commission# OIBR614307/q 7, My Commission .urs -,.20 TITLE NO.SS5891-S PREMISES ADJOINING TO EAST;. SCTM: 1000-078.00-02.00-025.000 CHAIN OF TITLE. DEED John P. Wells and Alice A. Wells,his wife, Julia A. Terry, Dated: 02-18-1909 William F.Terry, Henry Eugene Wells and Sarah L. Wells, Rec'd: 03-09-1909 His wife,Jesse G. Wells and Nellie F. Wells, his wife Liber: 678 cp 369 Kate L. Preston To Con Poliwoda NOTE: Covers premises and more DEED Ida Poliwoda a/k/a Ida Polywoda Dated: 11-22-1958 To Rec'd: 11-24-1958 ' Ernest E. Wilsberg and Harold W. Wilsberg Liber: 4550 cp 219 NOTE: Con Poliwoda died 04-29-1938 Surr# 193P38 NOTE: Covers premises and more DEED Ernest E. Wilsberg and Harold W. Wilsberg Dated: 05-17-1968 To Rec'd: 05-20-1968 Peter Jellett and Margaret Jellett,his wife Liber: 6349 cp 598 NOTE: Covers premises and more DEED Margaret Jellett as surviving tenant by entirety Dated: 08-13-2013 To e_c'd: 10-18-20 Andrew Jellett and Lisa Jellett as Beneficiaries of the- a g re er: 12 c Jellett Irrevocable Trus� t Agreezn�ent daze 8-12013 ual share to eq NOTE: Covers premises and more NOTE: Peter Jellett died 02-02-2009 Surrogates#2009-590 NOTE: Parcel I LAST OWNER OF RECORD Zzu--- American Dreamy Abstract, Inc. By: Caroline S.Bancroft Sworn to before me this 19'. day No Public JQDI'L BRUa IL NOTARY PUBLIC,STATE OF ;tiEW j Suffolk County Commission# 0IBR61-I3897 My Commission ingses,,,,_,''!Pnl 17 TITLE NO. SS5891-S PREMISES ADJOINING TO SOUTHEAST: SCTM: 1000-078.00-02.00-018.004 CHAIN OF TITLE DEED Henry M. Beebe and Mary B. Beebe,his wife Dated: 10-29-1892 To Rec'd: 01-26-1893 Harvey W. Gordon Liber: 381 cp 556 NOTE: Harvey W. Gordon died 11-05-1927 Surrogate#29698.Left estate to Florence McAslan and Agnes McAslan DEED Florence McAslan Dated: 08-21-1930 To Rec'd: 08-28-1930 Agnes McAslan Liber: 1523 cp 140 NOTE: Florence McAslan conveys her half interest NOTE: Covers premises and more NOTE: Agnes Gordon McAslan died 01-05-1955 Surrogates#357A61.Left estate to Charles R.McAslan,Jr. and Evelyn M. Swiskey DEED Charles R.McAslan,Jr. Dated: 09-07-1961 To Rec'd: 11-16-1961 Evelyn M. Swiskey Liber: 5082 cp 315 NOTE: Covers premises and more DEED Evelyn M. Swiskey Dated: 05-10-1985 To Rec'd: 05-17-1985 Theodore A. Eiring Liber: 9792 cp 576 NOTE: Release of Estate Tax in Liber 12867 page 625 recorded 06-13-2016 vs.Theodore A. Eiring died 10-26-2012 Kings County.Nothing found in Suffolk County LAST OWNER OF RECORD American Dream Abstract, Inc. By: Caroline S.Bancroft Sworn to before me this 19_` day of A gu blic JODI L'BR7r NOTARY PUBLIC,STATE OF V-EW YORK Suffolk County Commission* 01BR6143897 . M Commission Expires April 17,?0�f j� � . TITLE NO. SS5891-S PREMISES ADJOINING TO SOUTHWEST: SCTM: 1000-078.00-02.00-016.000 .CHAIN OF TITLE. DEED Esther E. Bond Dated: 09-13-1952 To ` ` Rec'd: 09-18-1952 Maggie Gerda Fredriksen Liber: 3409 cp 292 DEED Maggie Thygesen f/k/a Maggie Gerda Fredriksen Dated: 11-20-1970 To Rec'd: I 1-24-1970 Paul L. Obre and Sarah Ann Obre,his wife Liber: 6844 cp 598 DEED Paul L. Obre and Sarah Ann Obre,his wife Dated: 03-09-1979 To Rec'd: 03-14-1979 Bruce O. Edwards Liber: 8595 cp 477 DEED Bruce O. Edwards Dated: 10-08-1988 To Rec'd: 11-09-1988 John K. Breen and William J. Breen,as JTWRS Liber: 10732 cp 346 DEED John K. Breen and William J. Breen Dated: 12-20-1989 To Rec'd: 01-02-1990 William H.Harney, III and Marisa J.Harney,his wife Liber: 10991 cp 482 DEED William H.Harney, III and Marisa J. Harney,his wife Dated: 07-24-2019 To Rec'd: 08-12-2019 William H.Harney, III Liber: 13023 cp 725 DEED William H. Harney, III Dated: 07-31-2019 To Rec'd: 08-12-2019 William H. Harney, III and Anne Matthews,his wife Liber: 13023 cp 726 LAST OWNER OF RECORD American Dream Abstract, Inc. By: Caroline S.Bancroft Sworn to before me this 19t day of .. .. . . ... . Notil -ublic JDI L BRLrST " NOTARY PLHTIG ETA •-OF \,FW YORK ��+�Cpttnry Commission# 01BR6143897 2�0 My Commission Expires April 17 ip G TITLE NO. SS5891-5 PREMISES (STREET) ADJOINING TO THE NORTH GLENN ROAD E American Dream Abstract,Inc. By: Caroline S. Bancroft Sworn to before me this 1 day o 2 NOTARY PUBLIC.STATE OF KNEW YORK Suffolk Counry Commission# OIBR6143897 /„ My Commission Expires, Api l 17,2, 2 CPff``tt� 47 r � rp��. 7j {yy�`` • 5 � •.g 7kkffT�f�_?Vti�v�• 4'�. tF1E -p��yy� _� r�• ,p�, �� ,(.�� Jv .411 +'fvy4 R'r , ' • r,, } •d.1 SfH. � 7 li .4 ? ..i� 777 may. ti 04 Po ��j5 rx i�+�"zu"�� , 'fib' �� :• � �•` � w,}} ��i; - JJ►► iF ������' .�••�. .: ,, � �, •:,�" 23 '�.._ • .ice T `+. • ISya� ram. i�� t: �,.'�t"•�: ��• i •k - r "A �:.ly �� �✓ } .. .i Yam` •�:�• t i ems. •� d' '�1'1���. . '. err • •�r' a.. .._. ��s r:S x� - .....—n M�. �j�j , d s c � -� �tt,�� ,i- r� :°:r��r�/'y�',t R ���� � ;7f • 4 � re.!.�.—.-.� r':�rtI s,>!��J ti� i•��C'`ash 1rt'�i� Tt' ,, �'x i. at n}��' •.�� �- .r ��•.• � � �:•Y+� v �,��teya� -4`f �r-.�t`� x ;a�,�e?max_ .. � � �';r,x � �l' -t��c�P�.Yr'S=� .�e2C��•'N ti r��n �•F'F r.,_r'�� CIS ig MIN Ia Y ,.. � .AAA :, r7 I i :x•. -i r�1 lr�..i +t rj r4 1r •4E a• rr•.i s - �d v y�' Irk+2{ t ti}.-M.'�a'� :. ,�f ,rf r 1 L o l'rx i j $ is••�L°i'Ye�M$' +«� 'fit f r is }} qy +t, y )?�•" ,i'i a i' r'St'�� •t r tic' ,t.t r �°r(aYr �F'°. � �' �' • r , u�yh�-"t�,,�i�y:i `•' t h'!1 'it 35�.At;f�^k� a •'+ t r". ,i;• 5rh' :.f� �(.•6�te✓ t1�vf..r� •�;Fi�ylc. ��j r r;.:w{(j1'`�x.� 5 ��4�{fi O ��'a�eFr F�•`s� �.r ,,•T+}�••. �+`� :F-' •, "'oi�{. .W•��}t � r11' jy f:'1...`$'•,a�J' F� •'»"�F'� FL��kf��'y R,. _ .•�. . .���. .. '•`�a�R!�`g < �d�'Nhr,.�F.;yi�"t�LJ #• r�rp":x' .��llt�-�.r.d�'§`ayY.r;���F_."Jz .�r...'�.,u ''qr, Ti7,• .. �� '€..• - 5y1�; ! �•{ ii .: •e ��.�. r ..:r�...nyrT�t "{F a. '�F r. ij t• )�,tf'-�h r3�r x C Y3 r icYx4'a ttoL?ja r ,•ra1 r , i Sa .�hr. .r•y'- [iirl '. t.i K< Z'ti: ',Fj c. ,tYfiA�.,rry;�4�` J .F•}•$ iltfi.i,.,��.Sri P,l.••t• 1' �+� 7TY$SF z 3'1. 7 `t.'•t.y,.y 4' . }.}7•7oSy3,�•.. :h: `�"•. a gsh`+ r�i1 }_ }r;��thtt'eit};b S t� �rr�F� r 77Tl . ;.��j f}` 'may �• � tr�`i5 cif ��' J ax�•.� t1iir�' tt�)�N��fi"fth�^�t�'yrvr`.,3r r,K sr�, .iy.1��a N �J#+ r ..� � •�r e t fj� [yi+. �'�i d tfs"ofE !�'t.•H•z F „: ''e ,�.• 'ec }� s ' f< ���tt,t".�� 7•n'�.i;tt��.+z"'i.na i5�,� ,,,3,�y�x�7�'� f� i rMr tta j t.a�: � ,.. �~ d`�ry }_r. llf;,, Yrri'F+r t ri .Z•u•�y +r � "� a � ryts }t i .. N:' a..:1.7���.o.�i„�a'.�a�...r� "+f+.',�G::Fu7. f.njt}t ��li'.�eai r.�:iw7�.V a j •r lrr.l,.��: 9ti ��1tv - a AS 1 ' • C1 co t'�€} ' tU st � loaf 17�� a1 WSJ to All 1 9j Le 8 g BW tl4'0L0 w--9 Ttlat;isltl AMERICAN DREAM ABSTRACT, INC. 180 East Main Street,Ste.100 Patchogue, NY 11772 ?. Tel (631)776-1710 � TITLE INVOICE August 19,2024 Fax (631)776-1715 Title Number SS5891-S Record Owner Premises 600 Glenn Road,Southold District 1000 County Suffolk S/B/L(1) 078.00/02.00/024.000 Ancillanf.Charges Total _ Purchaser Seller Lender_ , NOTES: single and sep(01/2023)' billed underADA8391* Contin fee 08/2024' 250.00 250.00: 'Sales Tax on$250.00 21.56 21.56, TOTAL 271.56 271.561 O.OQ AOO Liability hereunder is limited to$1,000.00 and such liability extends only to the applicant. This is not a policy of title insurance. SURVEY OF PROPERTY A T SO UTHOLD TOWN OF SO UTHOLD ,9. SUFFOLK COUNTY, N. Y. ,�'� 4� 1000-78-02-24 t 4G'l�, SCALE: 1'= 30' EB�URY 1, 2024 cz.�49 MARCH �024 REVSIONS .10 APRIL 20, 2024 (RESED BUFE R) ve�c MAY 4, 2024 (REVISIONS) AUGUST 15, 2024 (FLOOD ZONES ADDED) ��89 Sss• �, S�FFJ 3°�F 04 -00 hCV X 9�,F� �.-4s 8 9y�. °Q00, X L P EX L P LP I„^�• EX N L 2nd Flr.Deck m . 0 Over Drwy '9 I - in. � min. 14 9 Lot Noss are From 'Map Of West Creek �00• U IT5 p 2iS'S ' 3 n�A°• CEN S 2a . Estates Filed with the Suffolk Co. Clerk O Z ST. on Aug. 19, 1963, File No. 3848 �qsJ �30 0 6 2nd Fir. Cant.. S. . SEP77C DESIGN over Porch 0 x STY- BY GL MIS BERRY p 4? PROF,mRaOM NYS LICENSED ARCHITECT v �. cq HOUSE & GAR• SEE SITE PLAN FOR DETAILS. $ f Ana�' ���1.5' k �Q \ . FOOD z0O.J., C ,SI P,�FRh/.\08, X HE F(OR \ 4 � 'Sr cooF �\� �s 01 �QFek N 4WC4oS�04 FpRO, 2. F[000 ZONE FQptioNT sT L o oq>F %9F [DO D �� F ZOIyE � - F oop ' — } \ <o -mac, go a�, ,� Ow1�41 +g� + v byAP?110 Pa fZOOD zO p� S } 1po, TEST HOLE DATA °Doi°S°X T AE 6. NE ^ \ +ti<0 �0 sc CK NQS McDONALD GEOSCIENCE vyPyaoigt�iE COMPLIANT 1110712023 eta P011L ENCLOSURE Deb o�ys ^� O i FENCE EL. 9.4' os \ Gq k i� SILT FENCE A REMAIN BROWN LOAM OL TF � THRU ALL PHASES OF 2024a"��e CONS77?UC770N. a5' 4' CLEARED AC S PATH otea TO CREEK & F•TUBE DOCK F[�OD Fla NE BROWN.SILT ML �2 la #7 SN�OF DUG'OU M IE .. I ` X ZO 3. (� y� zavE[/NF PALE BROWN SAND SP e Flag#6 Fjq\\ EL. 1.3'40 1' \Flag#5 'C Qj F ]_ •N [DOD ZO WA TER IN PALE BROWN FINE SAND SP FIa #4 c^o AE A �6245' MyKMFe 'k �Fla9#3 Flag#2 ELJ.3' 17' 40'' qT S Flag#1 NOTE: WATER ENCOUNTERED 4 Mq<< 1 a I' BELOW SURFACE (qS QFSCRigF elk � \ o l�q4f o 4.1 N � T7S°°�C .�� CERTIFIED TO: 600 Glenn LLC. �F MidFirst Bank, ISAOA A TIMA KEY American Dream Abstract, Inc. _ FLAG ��'Qc� ,�j o First American Title Insurance Company Q = REBAR /NC ® = WELL A = STAKE s'�A 6 = TEST HOLE PROPOSED LOT COVERAGE tiFN • = PIPE 01// PROPOSED HOUSE 2368 Sq.Ft. �Fe 14F.W ■ = MONUMENT PROPOSED POOL = 612 Sq.Ft. FR �p 7L U71LITY POLE PROP. POOL EQPMNT = 10 Sq.Ft. PROP. HVAC EQUIPMNT. =8 Sq.Ft TOTAL PROPOSED COVERAGE= 2973 Sq.Ft ..,>, ' +w° = EXIS77NG SPOT ELEVATION BUILDABLE AREA OF LOT +� PROPOSED SPOT ELEVA 770N LANDWARD OF WETLANDS= 21,511 Sq.Ft. 29731 21511 = a 1382 or 13.8% ` FLOOD ZONE LINES ARE FROM FEMA RATE MAP 36103CO166H EFF. SEPT. 25, 2009 ySE®�� Y.S. LIC. N0. 051132-01 ELEVATIONS & CONTOUR LINES ARE REFERENCED TO NAVD 88' N. YS LIC. NO. 49618 ANY AL7ERA77ON OR ADDITION TO THIS SURVEY IS A VIOLAnoN PEC0 C SUP41EYORS, P.C. OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW ( ) ( )631 765-5020 FAX 631 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERnFICATTONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA= 25 336 SQ. FT, 1230 TRAVELER STREET 2 A_oOG+ WHOSE SIGNATURE APPEARS HEREON. ' SOUTHOLD, N.Y. 11971 `t V SANITARY SYSTEM DESIGN: HOUSE: G L E N N ROAD VENT TERMINATION # BEDROOM: 4 VENT PIPES SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE REQUIRED UIRED 440 GPD,AS PER TABLE 3,SCDHS RESIDENTIAL STANDARDS EDGE OF PAVEMENT1 ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM ADVANCED TREATMENT UNIT: FUJI CEN 5 EP°a8 EP9.r, r'1'9.n" r.0 FPS; 1_ HORIZONTAL SEPARATION OF 12 INCHES TO THE SLOPED I/A OWTS CAPACITY REQUIRED: 400 GAL PER DAY EXISTING WATER MAIN 1 PORTION OF THE ROOF. I/A OWTS CAPACITY DESIGNED: 500 GAL PER DAY J o e T I D E +i t.ys, +n 9.5n r +crd + +rU;, I N OPTIONAL WHEN N HOUSE TRAP +r1�.i.ad I I LEACHING SYSTEM: ELGEN,SHALLOW LEACHING CONFIGURATIONS REQUIRED AND DESIGNED: FOR 4 BEDROOMS r:rn°:+ t:r°.a:; vra I ,_ DESIGNED: (5)GANGED LEACHING POOLS,3'DEEP,8'DIA' `EDGE OF PAS EAIENT 1 I 50%FUTURE EXPANSION:(3)LEACHING POOLS,T DEEP,8'DIA U.P. of POWER SUPPLY CONNECTED TO DEDICATED 115 VOLT AC, _ OVERHEAD WIR'S' x �� � I I I SINGLE-PHASE,20 AMP CIRCUIT BREAKER ON HOUSE PANEL #4 T S 66°3 '30" E T OO.O O+;" Ia 112~�-I - - I CONTROL PANEL MOUNTED ON HOUSE WITH VIBRATION ISOLATION -�, - - - - A - TEST n o• - - - - HOLE i i-� o BLOWER IN COVER ON PAD 4"WASTE O ^ _ AREA FOR FUTURE 50/o o / N r I 1 1 CLASS 2400 OR SDR 35, 1 EXPANSION OF LEACHING HOUSE 1 1 GENERAL CONDITIONS: tP� �� i �� i 1/8"PER 12"SLOPE MIN. z+a' 'O SYSTEM 1 1 4"WASTE CAST IRON WITHIN 2'FROM 1.INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH I I �!yLu .aF i i FOUNDATION WALL,CONTINUED TO SERVICES'REGULATIONS,STANDARDS,AND REQUIREMENTS,AND SHALL BE I SET OF(3) I - CLASS 2400 OR SDR 35,(OR SDR40) 4"WASTE (5)T DEEP,8' INTERCONNECTED DW (5)3'DEEP LEACHING POOLS DIA LP STRICTLY IN ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS. A i {C)Lu EL. 1 I 1/4"PER 12"SLOPE MIN. /- CLASS 2400 OR SDR 35, r + I i 1/8"PER 12"S OPE MIN. (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THE SURVEY�OF LOT g ON A D }DW �.Q --- - 1 I � EL.9.0'+/- DW,EA 3'DEEP,8' 2.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO DIA CHAPTER 563 ARTICLE VII SEPTIC INDUSTRY BUSINESSES AND ENDORSEMENT J �- _-- O 1 I n N -> �/+/ i --- O - Q e's ' 5� EL 9.0'+/- z CONCRETE a PURSUANT COUNTY DEPARTMENT OF LABOR,LICENSING AND CONSUMER AFFAIRS, 1 7 I -�_ t� FUJI 1 sp-i p 1 1 ;� COVER PURSUANT TO SUFFOLK COUNTY CODE§563-79(II)(J).THE DEPARTMENT OF LABOR, 1�1 MAP T WEST CREEK ESTATES CEN5 SITUATE AT SOUTHOLD - I DRIVEWA O LICENSING,AND CONSUMER AFFAIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE _ -SUFFOLK COUNTY,NEW YORK SET OF(3) I I o HOLDERS. " N EL 9.0'MIN N O I FILED:08/19/1963 MAP NO.3848 I o Z " - INTERCONNECTED 3.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. - W, ----- - - --"" x f, DW,EA 3'DEEP,8' S.C.T.M.NO.1000 78-02-24 W a, �? BASEMENT FUJI EN5 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE ACTIVE O&M(OPERATION AND J LOT AREA=25,337 SF I �' W DIA °.v MAINTENANCE AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE l ( q ",a CONTROL PANEL ,• c` N W/A TIBU ANCY P�1 ELEVATIONS PER NAV88 DATUM W t� DW t T MIN. PROVIDER. I BY Ch � BLOWER IN DWI, N N 5.SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS(SUFFOLK SECCAFICO LAND SURVEYING PC COVER ON PAD I HIGHEST EXPECTED I a GROUNDWATER EL.1.5' COUNTY DEPARTMENT OF HEALTH SERVICES). 500 MONTAUK HIGHWAY,MORICHES,NY M 11 11955 co POWERSUPPLY ^ O F {{ 6.COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE INSTALLED PAT T.SECCAFICO,LIC#049287 o CONNECTED TO ') LO a REQUIRING;SYSTEM REPLACEMENT IN EVENT OF FAILURE;0&M REQUIREMENT; I r- ;I -1 _ _ _ _�. _ _ - _ - _ _ _ _ _ _ _ _ _ _ _ _ - r , DATED 10/24/2023,UPDATED 11/15/2023 W DEDICATED 115 VOLT `• bo ACCESS TO DHS INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED;OTHER w p ' O �' - - - REQUIREMENTS THAT SCDHS DEEMS NECESSARY. AND SURVEY BY PECONIC SURVEYORS, 'r I AC,SINGLE-PHASE,20 N EL.0'+/- O m W-eo iv ^ ALTERNATE LEACHING P.C.FEBRUARY 1,2024 AMP CIRCUIT BREAKER N (0 w O N p'" SYSTEM FOR HIGH 7.PERFORMANCE STANDARDS FOR I/A OWTS TECHNOLOGIES: v W ON HOUSE MAIN 0� '` _ 0-i r` g� GROUNDWATER ST VA OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN Lr) I I ,DE P '� L N t j= W O Y W IF THE EXISTING SOIL IS w O Y CONDITIONS FOR UP TO OF NINETEEN(19)MG/L OR LESS. NOTE:FEMA FLOOD ZONE AE 6,SE OF 6' °� X 8 DIA 2-STY FRAME BUILDING j z zQ z NOT SP OR SW,EXCAVATE j Z FOUR BEDROOM CONTOUR � v I! FF EL.11.5' n2�D P �' ?O m I- AND REPLACE W/CLEAN m RESIDENCE SEPTIC/TREATMENT CONSTRUCTION CRITERIA: C�6 REST OF SITE IS IN 0.2 ANNUAL CHANCE I � C. SAND AND GRAVEL, 1.SEPTIC/TREATMENT I FLOOD HAZARD AREA AS PER MAP q 0 5 10 15 FT TO REACH TO SP AND/OR (5)-8'DIA.3'DEEP LP I ALL NON-CONCRETE TANK WALLS,FLOORS,ROOF AND ACCESS COVERS SHALL 36103C0166H EFFECTNE 9l25/2009 x, �' �. / �. 100'WETLANDS SETBACK SW SOIL,WHICH DEPTH IS RESIST AN APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT(PSF), I ;n o 1 MORE THAN 6' II. NON-CONCRETE PREFABRICATED SEPTIC TANK&I/A OWTS SHALL CONFORM TO ALL DEVELOPED PARCELS WAN 100'OF ° n' THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS LOT USE PUBLIC WATER "AMERICAN NATIONAL STANDARD FOR PREFABRICATED SEPTIC TANKS"ANSI I DW OR �- x`" n SECTION DIAGRAM Z1000-2007 AND ANY UPDATES THERETO. / _ IIL EACH SEPTIC TANK&11A OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER 1-� `�I OOL --1{� ,r 3/16"=1'-0" AND DISPLAY THE FOLLOWING INFORMATION PERMANENTLY MARKED AT THE / IC INLET END OF THE TANK: /---1 _ 1. MANUFACTURER NAME OR LOGO I'�� y x` L% W 75'WETLANDS SETBACK 2. CAPACITY AND NUMBER OF OPENINGSU'- 3. MAXIMUM DESIGN LOAD C% ✓ x t 4. THE DATE MANUFACTURED. STORMWATER CALCULATIONS IV ALL CAST-IRON AND HOPE COVERS SHALL BESET AT FINISHED GRADE,BE AREA:2747 SF X 2"/SF(0.167)=458 CIF NEEDED LOCKING, 8'DIA DRY WELL=22.35 CFNF TAMPER-RESISTANT,WATERTIGHT,INSECT-PROOF,FLAT,SKID-PROOF,AND BE 458/22.35=20.49 VF NEEDED APPROVED FOR SEWAGE USE. COVERS AND RISERS SHALL BE CAPABLE OF l WITHSTANDING A TRUCK WHEEL LOAD(36 S IN.OF 2500 LB FOR 60 MIN WITH A PROVIDED:22 VF I "`x ''LOT 8 MAX.VERTICAL DEFLECTION OF 1.5 IN, I' V. HOPE COVERS AND RISERS ARE REQUIRED TO BE USED ON NON-CONCRETE (6)3'DEEP,8'DIA DW _ia__ >�x1 TEST BORING SEPTIC (2)2'DEEP,8'DIA DW - -- EL.=9.4' TANKS.THEY SHALL BE SET AT FINISHED GRADE,BE LOCKING,WATERTIGHT, � INSECT-PROOF,AND BE APPROVED FOR SEWERAGE USE. .., >�I,, y I OL BROWN LOAM VI. IF A RISER COVER WEIGHS LESS THAN 60LBS A SECONDARY SAFETY LID OR / I °s DEVICE SHALL BE PROVIDED. ML BROWN SILT 2.SEPTIC TANK&VA OWTS SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND I e �`,� 3• AND DURABLE MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR 1, I PALE DECAY. I1 A. ALL SEPTIC TANK&I/A OWTS MUST BE CERTIFIED AS WATERTIGHT BY ' BROWN MANUFACTURER USING EITHER VACUUM TESTING OR WATER TESTING SP SAND METHODS. EL+°' a+ FUJ ICLEAN I/A OWTS I. VACUUM TESTING MUST PULL 4"OF MERCURY(HG),FOR 2 MINUTES WITH A LOSS OF 10%OR LESS. >< , I WATER IN II. WATER TESTING:SEAL TANK;FILL TANK WITH WATER TO OUTLET INVERTPALE ELEVATION _ ` I SP BROWN FOR 24 HOURS.REFILL THE TANK TO OUTLET INVERT AFTER 24-HOUR PERIOD _ AND LET STAND FOR 10 HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 I FINE SAND SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A FLAGGED�,V&LANDS WATERTIGHT, SEALED FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE FASTENED I x�- I WATER ENCOUNTERED8.1'BELOW PERMIT FOR APPROVAL OF CONSTRUCTION FOR A TO THE PIPE WITH A STAINLESS STEEL RETRACTABLE CLAMP. SURFACE I,-_! 11/07/2023 SINGLE FAMILY RESIDENCE ONLY INVERT TO THE BOTTOM OF THE TANK COVER. 3.THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE MEASURED FROM THE OUTLET BY MCDONALD GEOSCIENCE ---- - , HIGHEST EXPECTED GROUNDWATER 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY -_ _ ------ --- ELEVATION 1.5' AN ACCESS COVER WITH AN INSIDE DIMENSION OF AT LEAST 20 INCHES IN DIAMETER, - -__-__ _ ______-------- AND IN COMPLIANCE WITH 5-111 AND 5-1146-7 OF CDHS RESIDENTIAL STANDARD 2016. _ - _ - _ I ALL OPENINGS SHALL MEET THE FOLLOWING REQUIREMENTS: E.DOI: OP" WATER I A. OPENINGS SHALL BE PROVIDED OVERALL INLET AND OUTLET PIPES DATE 6/22/2024 H.S. REF. N O. R-23-1862 B. WHERE EXTENSIONS ARE ANUFACT,THEYSHALLBEWATERTIGHT D FEE 1t - - -� _ _ BLEST HOLE DATA APPROVED J�� C. SEPTIC TANK&I/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL OF CANAL PER 1'l ED AIAP NONCORROSIVE MATERIAL IN PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN N 62°45'40" '' 1"=NTS FOR IUrAXI M UM OF 4 BEDROOMS "ENTRANCE INTO TANK MAYBE FATAL" LAND NOW OR FORMERLY OF W 115.0' LAND NOW OR FORlIf F1tLY y WILLIAAI H. HARNEY III & ANNF OF 1 EXPIRES THREE YEARS FROM DATE OF APPROVAL SEPTIC TANK&I/A OWTS INSTALLATION STANDARDS. AIATTIIEWs TIIEODORF A. FIRING 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE WEST (VO STEPHEN GUTLEBER IMPLEMENTED. 2.THE SEPTIC TANK&VA OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH CREEK Design Professional's Certification Required. A MAXIMUM TOLERANCE IN ANY DIRECTION OF+/-ONE QUARTER INCH)ON A MINIMUM 3 INCH THICK(OR MANUFACTURER•S RECOMMENDATION)BED OF PROPERLY LEVELED AND Submit P.E. or R.A. Certification For COMPACTED SAND(FREE FROM ROCKS)OR PEA GRAVEL.BACKFILL SHALL BE PLACED AROUND THE SEPTIC TANK&I/A OWTS IN SUCH A MANNER AS TO AVOID DAMAGE AND The Installation and Construction of the a Sewa Disposal System COMPACTED IN 6-INCH LIFTS.BACKFILL SHALL BE FREE OF LARGE STONES,STUMPS, I/A OWTS LAYOUT g P v AND CONSTRUCTION DEBRIS. 1 1„=20'-0„ Use Form WWM-073 3.THE TOP OF THE SEPTIC TANK&I/A OWTS SHALL NOT BE LOCATED GREATER THAN TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE.FOR SEPTIC TANK ------- &I/A OWTS WITH DOMES,THE TOP OF THE DOME SHALL NOT BE LOCATED GREATER Pao�ECT.-�------�----- - No. Description -�Dae THAN TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. Innovative and Alternative Onslte GENERAL NOTE Wastewater Treatment System 1. BEFORE ANY EXECUTION,VERIFY ON SITE,IF APPLICABLE: (I/A OWTS) 600 Glenn Rd. -GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN PENETRATES.-GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. studio a/b architects -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. -ANY UNDERGROUND UTILITIES,INFRASTRUCTURES,AND/OR STRUCTURES -ANY TREES WHICH MAY AFFECT TO THE I/A OWTS INSTALLATION 651 West Main Street, �E�AR 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A I/A OWTS. --- Riverhead,NY 11901 ,`�(i M. 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR FLOOD Jy �jP(A'sVAT 631 5912402CONDITIONS EXIST olf' �'+,y�Vo 1 1OKi 11`14SPECTION1 R'�,� EQUIRED glynis@studioabarchitects.com glynis@studioabarchitects.com w -y mailing address: c PO Box 444 O � Orient NY 11957 H d� ABBREVIATIONS: FOR 9'�oFµ � VI & AND LP LEACHING POOL D V YSTE @ AT MAX. MAXIMUM [b) B.C. BOTTOM OF CURB MIN. MINIMUM Owmr, BW BOTTOM OF WALL N.T.S. NOT TO SCALE I/A OWTS Layout CONC. CONCRETE PROP. PROPOSED U 2' � 600 Glenn LLC y C.O. CLEAN OUT RED. REQUIRED r J U I ��24 L E LT 6 E T�� c Project number 23231 DB DISTRIBUTION BOX SCDHS SUFFOLK COUNTY DEPARTMENT OF to / F� 6 E or ELEC. ELECTRIC HEALTH SERVICES Date 2/6/2024 ELEV.or EL. ELEVATION ST SEPTIC TANK a G GAS T.O. TOP OF DUMVIING DEPT. property Tax Map#: Drawn by Gg M HOPE HIGH-DENSITY POLYETHYLENE T.C. TOP OF CURB 1000-078.00-02.00-024.000 I/A OWTS INNOVATIVE AND ALTERNATIVE ONSITE TW TOP OF WALL Q`1'�I' IF sotmio� Checked by HA 1P WASTEWATER TREATMENT SYSTEM W WATER !Y INV. INVERT W/ WITH o site street address: 600 Glenn Road C"O 1 LG LEACHING GALLEY Southold,NY 11971 N Scale As indicated N 2-1/2"VENTILATION SCUM BAFFLE B PIPE 7'-10 3/4" CONNECTION RECIRCULATION FUJI CLEAN CONTROL PANEL 2'-10 1/4" 2'-7 11/2" 2'-0 3/4" AIR LIFT PUMP PVC WELDED 6FT LONG WIRE INSTALLED ON WODDEN POST CONNECTION 81/8" SERVICE RECEPTACLE Control Panel Wiring Diagram P.2 DISINFECTION TBRae ra is IN-LB CYLINDER MANUFACTURER TANK WALL PROVIDED a PROTECTION COVER (OPTIONAL) ao -0 - --Q_-4❑- --4--O-- Q'TaT CONNECTION HARDWIRED PLASTIC LANDSCAoE STONE t 1 ADAPTER M n t t L t---r---r---r ---T--J---4"INLET PIPE 4"OUTLET PIPE To FROM BY ZABEL ENVIRONMENTAL,OR EQ. T t _a � 4� CLASS 2400 CLASS 24000R POWER htt //zabelzone.com, t t t t t t "- A A SDR 35 1/8 SUPPLY—� p t i i i i i t t T OR SDR 35 ! AIR LINE CONDUIT t t $ I MAC 8OR PLAN VIEW 1/4"PER 12" 0 1!8"PER 12" STABLE BASE SLOPE MIN SLOPE MIN e NOT TO MOVE BY FROST ACTION aK t _ 1/2"AIR BUTYL SEALANT 3 4"DIA. t Rawiw PM A,"�T INTAKE PRESSED AROUND. TO FUJI UNDERGROUND AIR LINE TO CEN-5 UNIT i ® EFFLUENT PERIMETER OF wvnnar ' CEN FLEXIBLE 314"AIR LINE:3/4"PVC CONDUIT 4---------------� ----. t BAFFLE � © ® AIR LIFT THREADS so ,� UNIT t -------- INLET t t INSTALL 4 3/8"�--\ P �o_ 43/8" '/."FLEXIBLE IRRIGATION LINE,100 PSI MAX, IL_____________, � SECONDARY 7r7r- -?r MAY ALSO BE USED FOR THE AIRLINE ' t SAFETY RECIRCULATION PIPE FLOW BAFFLE 1/2"AIR INTAKE DEVICE,TYP. B AIR INTAKE CONNECTION DETAIL MAC 80R ELEVATION VIEWS MAC 8OR BLOWER DETAIL F i caioe TEST.NOWk,S1ENCE FLOW OPENING TYP. (CLEANING 3l4"AIR LINE TO BE T (TYP.) OPENING) CONNECTED N.T.S. AERATOR p L T"sios AIR LINE TO BE IN i °�•RN 1 FLOAT SENSOR CONTROL CONNECTION PLAN VIEW MIN.6"DEEP i"uc e O ctecai "O w I R. evm ENCH 45*_I? 20"INSULATED COVER 24"INSULATED COVER INSTALL SECONDARY NOTES _ PS12 ON INSULATED 6"RISER ON INSULATED 6"RISER7 SAFETY DEVICE,TYP. 24"INSULATED COVER CHAMBER VOLUME VOLUME(GAL) BLOWER SPECIFICATIONS : 1 SEDIMENTATION CHAMBER 277 MODEL: MAC 8OR ' R (24"MAX.)BY TUF-TITE, (24'MAX.)BY TUF-TITE, DISINFECTION ON INSULATED 6"RISER s 2 ANAEROBIC FILTRATION CHAMBER 27g AIR FLOW:2.8 CFM BRANCH CIRCUIT PROTECTION,OVERLOAD OR EQ. OR EQ. sera CYLINDER (24"MAX.)BYTUF-TITE, 3 AEROBIC CONTACT FILTRATION CHAMBER 127 NORMAL PRESSURE:2.2 PSI PROTECTION AND MAIN DISCONNECT OPTIONAL OR EQ. POWER: 120V/1.OA/6OHz PROVIDED BY OTHERS,AND MUST BE Tai TBi `Tus (OPTIONAL) 4 STORAGE CHAMBER 63 OUTLET CONNECTION:3/4 INCH SIZED ACCORDING TO PUMP/MOTOR a rsu. 3 R FLOW OPENING 5 DISINFECTION CHAMBER 4 u - TOTAL VOLUME 749 WEIGHT: 11 LBS MANUFACTURING SPECIFICATIONS. Muuax rEORT°D POWER C(NSUMPTION:55 W FACER 4"INLET PIPE o a SYSTEM SPECIFICATIONS POWER CABLE: 6 FEET EXTERNAL COMPONENTS(COMPRESSOR N HWL BOARD TYPE MODEL: FUJI SEN-5 AND/OR PUMPS,AS APPLICABLE), WATERTIGHT CONTACT MEDIA ANAEROBIC MEDIA PP/PE FILLING RATE 32% INSTALLATON/OPERATION& PROVIDED BY OTHERS AND MUST BE U.L. SEALED o FLEXIBLE JOINT WL RATE 16/o ER WL BOARD TYPE AEROBIC MEDIA PVC/PP/PE FILLING MAINTENAICE NOTES: APPROVED THERMALLY PROTECTED Mao TB, o - INSTALL3LOWONSTABLE PUMPS ,- _____" © R is �- FASTENED TO AEROBIC MEDIA PP/PE FILLING RATE 57% BASE,SUCi AS CONCRETE OR raMrR�ESSM t ' THE PIPE W/ BLOWER 2.8 CFM CONDENSNG UNIT PAD(BY TEMPERATURE RATING OF FIELD CIRCUIT FC.CR STAINLESS STL DIVERSITE,H www.diversitech.com INSTALLED CONDUCTORS MUST BE AT CO © ® 0 N RECIRCULATION PIPING PVC/PP/PE OR EQ.). EVSURE ADEQUATE LEAST 140 DEG.F.(60 DEG.C.) RETRACTABLE Eus n VENTILATION AND PROTECT ® � ASSEMBLY ACCESS COVERS PLASTIC 9-1 CLAMP,TYP, c� ru DISINFECTANT(OPTIONAL)CHLORINE TABLETS AGAINST SJNLIGHT. TERMINAL STRIPS AND GROUND LUG USE AERATOR v MAINTENANCE REQUIRES A COPPER CONDUCTORS ONLY. ® © NOTE TRAINED T=CHNICIAN. AEROBIC MEDIA AFTER LEVELING THE TANK,FILL THE - FOR MANMUM EFFICIENCY, CONNECT GROUND LUG IN PANEL TO A SEDIMENTATION TANK(#1)WITH FRESH WATER TO INSPECT A0 CLEAN INTERNAL AIR SECURE EARTH GROUND AERATION ASSEMBLY THE LOW WATER LINE. FILTERLACErE EVERY 3 DIAPHRAGM//VALVE DASHED LINE PRESENTS FIELD WIRING zc aTOT T� -w MONTHS O R L o- > - ASSEMBLYONCE EVERY 12 MONTHS CIRCUIT KWER tur near (NOTE: A CAMAGED DIAPHRAGM SECTION A-A VIEW 4 TO 6"SAND AND GRAVEL BED SECTION B-B VIEW WILL TRIGGER THE 1/4"TO 1/2"COMPACTED,LEVEL AUTOMATIC-STOP FUNCTION). I' CEN 5 2 FT TO WITHIN 1/8" FIELD WIRING CONTROL PANEL aRv n FUJI CEN 5 DETAILS 1/2 —11-01, n ELECTRICAL DIAGRAM-FUJI NYLON STRAP MIN. BUOYANCY CALCULATION 10,000 PSI RATING CALCULATION ASSUMPTIONS: Concrete density= 150 lbs./ft3 Saturated soil density-- 110 Ibs.lft3 Water density= 62.4 Ibs./ft3 FUJI C N5 Groundwater level for calculation: BACKFILL � For non-concrete in flood zone,buoyancy to be evaluated with water to the T-11 17/32" MATERIAL TO BE top of tank 18" 18" COARSE SAND Calculate with the tank empty AND GRAVEL z CONCRETE Z Apply 1.5 safety factor IMPERVIOUS SOIL COVER iv Use anti-buoyancy deadmen —� • io Soil depth above tank is 6 inches B v When use deadmen,soil weight above tank will not be included in the -s_,-.. calculation ,- •., :: •,�, �-j P ;,- .,= `; - (2)-CONCRETE DEADMAN 8'X 18"X 8"WITH FUJI CEN 5 (2)-#4 REBAR CONTINUOUS k,MIN ',•a`-... ®®® ®®® _ WEIGHT CONCRETE DEADMEN INLET FM f ®®®M El '."MIN.'CD 93CI3-0"`'- ( I FUJI CEN 5: 463.00 lbs. MIN.4"DIA. ®® : : ' _ ( I CONCRETE DEADMAN: ANTI-BUOYAN 1'-0" CY DETAIL-FUJI CEN5 APPROVED _0 2 4FT ItPIPE a ' `••`' • _ Deadman length 8 114"= I I - ':•'- a �'..'o Width 18 inches ER_� ATTACHWIENT (S) PITCHED IN. _ _ _ _ Height 8 inchesEE SHOULPER EN - - - - � — - — - u 6� SHOULD ENTER Quantity 2 Deadman top above bottom of tank 0 inches THE MIDDLE Deadman depth from grade 5.92 It RING AS HIGH AS POSSIBLE MIDDLE OUTSIDE IF THE EXISTING SOIL IS NOT SP OR Deadman volume 16.00 ft3 PRECAST CONC PRECAST SW,EXCAVATE AND REPLACE W/ Deadman weight 2.400.00 lbs. RING CONC RING CLEAN SAND AND GRAVEL, HIGHEST RECORDED HIGH CROSS- TO REACH TO SP AND/OR SW SOIL, Soil above deadman,volume 142.00 ft3 GROUNDWATER OVER PIPE WHICH DEPTH IS MORE THAN 6' Soil above deadman,weight 15.620 lbs. ELEVATION 1.0' UPLIFT FORCE ALTERNATE LEACHING Volume of water displaced SYSTEM FOR HIGH tank 100.26 ft3 GROUNDWATER deadmen 16.00 ft3 CONDITIONS FOR UP TO Uplift force by water displaced 7,254.62 lbs. FOUR BEDROOM ST PROJECT No. Description Date Innovative and Alternative Onsite p RESIDENCE BUOYANCY CALCULATION Wastewater Treatment System Total weight= 18,483.00 lbs. Uplift force= 7,254.62 Ibs. y Negative buoyancy 11,228.38 lbs. (I/A OWTS) 600 Glenn Rd. BLEACHING POOL DETAIL Weight/uplift ratio= 2.550 >= 1.5 OK ,I 1/4"= 1'-0" The tank with deadmen complies with Suffolk County requirements. studio a/b architects 651 West Main Street, PE0 AR MALE THREADED SLATE OR OTHER MALE THREADED MALE THREADED Riverhead,NY 11901 �L��9 W IB ADAPTER AND CAP SUITABLE COVER �EADPTER AND CAP ADAPTER AND CAP 631 591 2402 3 A t? 631 323 1426 C4 glynis@studioabarchitects.com �C mailing address: x L. PO Box 444 J 9� w CIO Orient NY 11957 J OF Nof " > SEWER PIPE J�� DOUBLE SIDED L DEG.ELBOWS WYE 30 DEG ELBOW 60 DEG WYE LASCO D448-040 � OR EQ. o"re: 600 Glenn LLC I/A OWTS Details ALTERNATE A:FOR BENDS ALTERNATE B7:FOR USE WITH ALTERNATE B2:FOR USE WITH Project number 23231 BLDG.EXTENSION/CONNECTION BLDG.EXTENSION/CONNECTION Date 2/6/2024 CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC W/DOUBLE SIDED SWEEP property Tax Map#: Drawn by G13 m 1000-078.00-02.00-024.000 Checked by HA uCO CLEANOUT DETAILS site street address: `�-J N.T.S. 600 Glenn Road C 02 N Southold,NY 11971 N Scale As indicated Se l d SURVEY OF PROPERTY ti cQov� A T SOUTHOLD TOWN OF SOUTHOLD � SUFFOLK COUNTY, N. Y.L Qv 1000 78 02.24 �' SCALE. '1 A= 30' �.�`` �'�%.1�T�1,. c� I FEBRUARY 1, 2024 X 9 �`� MARCH 12, 2024 (REVISIONS) �y Se4 APRIL 20, 2024 (REVISED BUFFER) 10' MAY 4, 2024 (REVISIONS) 0 AUGUST 15, 2024 (FLOOD ZONES ADDED) Fpco,Q S,6 iN S�,pFF SEPT. 25, 2024 (FOUNDA71ON LOCA 770N) 0" A0 a �% X <F� 98, �S �mt 90¢ 100 -pp, yam ' I J ry /o F� c Lot Nos are From "Map Of West Creek '0s0.� ?0 Estates" Filed with the Suffolk Co. Clerko 0 9, on Aug. 19, 1963, File No. 3848 '� s 30 w l 0• ?5.0. SEP77C DESIGN / 4'CONCRETE FOUNDAMON a x� BY GLYNIS BERRY p °2 K, NYS LICENSED ARCHITECT v �. my ATOiELVON O?2 SEE SI7E PLAN FOR DETAILS. n; FLO ZO/yE 8' ?O6. A COO, N ��_ \ pOSTs , o 0 Fiy%0s ®po FLO X ZO^/£ °F FQ%10yT 7 F[00D ZO �1t/ IV ti E poop/ — 8 NE L/NE o O �o +y ti / + + by Oo�a P FLO •� �S ,� 100 WEB y TEST HOLE DATA Doan C of T AE e� ZONE \ c ti�� �� ACK McDONALD GEOSGYENCE °tP 'ooi + � C COMPLIANT 1110712023 yarn kef� PQOL ENCLOSURE FENCE El_ 9.4' os SILT FEMCE 70 REMAIN BROWN LOAM OL 7HRU ALL PHASES OF -4 ,P�' CONSIRUCIIOYV a5' Pot 4' CLEARED AC S$$ PATH Flag Py SO, CREEK Bc'F LIRE D\ \ OLD, E ® `�000 ZONE BROWN SILT ML EL2.9' \ \ DUG OU . I f X lag#� NpN Esq �oP FOOD 3. ZO*e �NE PALE BROWN SAND SP Flag#6 V Frq�\ 10 E1. 1.3 81 \Flag# /( j* FLOOD ZONE' PALE BROW WATER IN Fla #4 co AC s, WN FINE SAND SP • T �6245, Myy,MFegyk Flag#3 Flag#2 EL3.3' 17' 40" qT s Flag#1 . NOTE• WATER ENCOUNTERED (q Mg44 9 _]_ 8.1'BELOW SURFACE, OFSCRjgFO o 1 h; N tigv,+fir 00, CERTIFIED' TO.. 600 Glenn LLC.'. �F MidFirst Bank, ISAOA A 77MA KEY American Dream Abstract, Inc: SAG �Fopo�� First American_ Title Insurance Company Q = REBAR ® = WELL p ® = STAKE S��y ® = 7EST HOLE L� (� (� PROPOSED L 0 T CO I/ERA GE — PIPE PROPOSED .HOUSE 2368 Sq.Ft. BF ■ = MONUMENT PROPOSED POOL = 612 Sq.Ft. OG, �Q, = U77LITY POLE T 2024 PROP. POOL EQPMNT = 10 Sq.Ft ROP. HVAC EQUIPMNT. =8 Sq.Ft A "a' .A 131Iil i TOTAL PROPOSED COVERAGE= 2973 Sq.Ft ,l � 4 EXlS77NG SPOT / `10p�a rnoht BUILDABLE AREA OF LOT 'o +�. = PROPOSED SPOT ELEV1T1�0VthoI' LANDWARD OF WETLANDS= 21,511 Sq.Ft. 2973121511 = 0.1382- or 13.8X FLOOD ZONE LINES ARE FROM FEMA RATE MAP 361O,3C0166H EFF SEPT. 25, 2009 . S .LIC. NO. Oi 1132—01 ELEVA77ONS & CONTOUR. LINES ARE REFERENCED TO NA VD ,88' ��wx:::YN.YS. LIC. NO. 49618 ANY AL7ERA77ON OR ADD1770M TO 7HIS SURVEY IS A V70LA77ON PECONIC S VEYORS, P.C. OF SEC77ON 7209OF 774E NEW YORK STATE EDUCA77ON LAW. ( )631 765-5020 FAX 631 76.5-1797 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR 7741S MAP AND COPIES THEREOF ONLY IF P.0. BOX 909 SAID MAP OR COPIES BEAR 774E IMPRESSED SEAL OF 7HE SURVEYOR 1230 TRAVELER STREET 24--006 WHOSE SIGNATURE APPEARS HEREON. AREA= 25,335 S0. FT. SOUTHOLD, N._Y. 11971 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ,APPROVAL OF CONSTRUCTED rR'07KS FOR .A SINGLE FAMILY RF5!DENCF Date. JUL I l `` �� H.S. �-f. SURVEY OF PROPERTY �. v C been A T SO UTHOLD c,.. , r.. I TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-73-02-24 JONATHAN' PAI, P.F., CHIT^ SCALE.• 1'= 30' t OFFICE OF WASTE N?AtyAG FEE ar�,��T FEBRUARY 1, 2024 MARCH 12, 2024 (REVISIONS) Q.ez APRIL 20, 2024 (REVISED BUFFER) MAY 4, 2024 (REVISIONS) "�, o •e AUGUST 15, 2024 (FLOOD ZONES ADDED) SEPT. 25, 2024 (FOUNDA71ON LOCATION) C�89 66 MAY 28, 2025 (FINAL SURVEY) F. hx\ METER j I,b X C-F� �V } GRAVEL 1 00 00• 96• ow DRIVEWAY \gin y M aw LP Lp or �' LP Lp. k D h M .cv FE.COR- DECKS Oh'AVJ•L c, B WAS ST o Lot Nos are From "Map Of West Creek t/v Estates" Fled with the Suffolk Co. Clerk on Aug. 19, 1963, File No. 3848 3 � O o, � 8 2 S70FY FR. HOUSE 5 4 I a �Ac FIN.FLR. \ SEPnc BLOW�e p q? Mir n 00 ELEVATION 11.6 Z, wjNooW CONTROL PANEL EL FLOOD '� y?" � � �[S SEP77C DESIGN ?ONE o3. a / d gbOt oy, •� l5 BY GL MIS BERRY 'Y ow Z\ y k ?` ow M O NYS LICENSED ARCH17ECT F1r, N v SEE SITE PLAN FOR DETAILS / 80, ow 04 JUL 1 6 2025 �. ZONE' } O0 w 39 4�`P ANE �9F FLOOD r� SToN O (o ZONE- 44 �cop��c � � nawv� FIL L ey 100 01 FLOOD ,zONE p� \ �yF N- 0 TEST HOLE DATA S 0r � `� ` X� McDONALD GEOSCIENCE `yPyaaai a k\? ` Y 1110712023 e s "er���ds FE.COR• 3� E[. 9.4' BROWN LOAM OL O ei �4' CLEARED ACCESS PATH �� `1 FLOOD 1D 0.5 Flog#8 .SOS TOCREEK & DOCK X NE BROWN SILT ML EL.2.9' Flag#7FLOoo 3' 20NE L� PALE BROWN SAND SP Flo//j gNCF / 3 NE �M 1X-, / £L. 1.3' 8.1 11 Flag#5/ �' CO j FLOOD ZONE. PALE BRO TER W N FINE SAND SP �,/ t0 ip At B Wt FLA G Fla 3/ Q = REBAR N62. Myw�ha of Flag#4 g#F/z EL.3 3' 17' 4is' .4T s �Nk ® a WE'LL 40a M444 ``// Flag#1 NOTE. WATER ENCOUNTERED ♦ = STAKE As Qgiyk _]. ® 8.1'BELOW SURFACE S - TEST HOLE � oFSC�/ O — PIPE 4iq�y eFo 00 04, M�� q �Fo �k e = MONUMENT 'ygpNFr�'�,�o � M'�pj ' OFC/t/0,ty�/O c( , = unurY POLE 00 CER77FIED TO. 600 Glenn LLC. MidFirst Bank, ISAOA A77MA American Fi st riAme an Rtle Insurance Inc.urance Company Ei,Qiy � SEPTIC SYSTEM AS INSTALLED C1% [1] FU✓I CEN 5 OWTS SEP77C TANK (ST) [5) 3' DEEP 8' Did. PRECAST CONCRETE LEACHING POOLS SEPTIC L OCA TION �atD J.41R i® "A" ,B, OWTS ( ) '4_#` ' . � - J FLOOD ZONE ONES ARE FROM DP-1 30, 47 FEWA RATE MAP 3610JC0166H EFF. SEPT. 25, 2009 `-�•� �51132.0� . ELEVA77ONS & CONTOUR LINES ARE REFERENCED TO NA 88' �L j . . . LIC. NO. 49618 LIC. NO. 051132-01 ANY AL7ERA770M OR ADDI77ON TO THIS SURVEY IS A WOLA77ON PECON/C D CERTIFICATE SOLU77ONS OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. (631) 765-5020, (631) 989-9174 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FlCA77ONS Emod. peconicfcs@gmail.com HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F peconicsurvey@optonline.net SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF 7HE SURVEYOR P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. AREA= 25,336 SO. FT. SOUTHOLD, N.Y. 11971 24-00Vc Generated by REScheck-Web Software Compliance Certificate Project 600 Glenn Rd Southold, NY 11971 Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,942 ft2 Glazing Area 22% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 600 Glenn Rd Southold, NY 11971 600 Glenn Rd Southold, NY 11971 Energy Rating Service, Inc Matt Wahl Islip Terrace, NY 11752 631- 566-8439 energyratingservice@yahoo.com �Compliance: Passes using UA trade-off Compliance: 8.5%Better Than Code Maximum UA: 591 Your UA: 541 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Roof Rafters: Cathedral Ceiling 2,075 38.0 0.0 0.027 0.026 56 54 Wall 1:Wood Frame, 16" o.c. 49 19.0. 0.0 0.060 0.060 2 2 Window 1: Other SHGC 0.30 20 0.300 0.320 6 6 : Wall 2:Wood Frame, 16" D.C. 125 19.0 0.0 0.060 0.060 5 5 Window 2: Other 43 0.300 0.320 13 14 SHGC: 0.30 Wall a:Wood Frame, 16" D.C. 16 19.0 0.0 0.060 0.060 1 1 Wall 4:Wood Frame, 16" o.c. 23 19.0 0.0 0.060 0.060 1 1 Wall 5:Wood Frame, 16"o.c. 194 19.0 0.0 0.060 0.060 6 6 Project Title: 600 Glenn Rd Southold, NY 11971 Report date: 06/22/24 Data filename: Page 1 of11 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window 3: Other 94 0.300 0.320 28 30 SHGC: 0.30 Wall 6:Wood Frame, 16"o.c. 134 19.0 0.0 0.060 0.060 8 8 Wall 7: Wood Frame, 16"o.c. 213 19.0 0.0 0.060 0.060 7 7 Window 4: Other 92 0.300 0.320 28 29 SHGC: 0.30 Wall 8:Wood Frame, 16"ox. 131 19.0 0.0 0.060 0.060 8 8 Wall 9: Wood Frame, 16"o.c. 295 19.0 0.0 0.060 0.060 14 14 Window 5: Other 17 0.300 0.320 5 5 SHGC: 0.30 Window 6: Other 48 0.300 0.320 14 15 SHGC: 0.30 Wall 10:Wood Frame, 16" ox. 39 19.0 0.0 0.060 0.060 2 2 Wall 11:Wood Frame, 16"o.c. 184 19.0 .0.0 0.060 0.060 it it Wall 12: Wood Frame, 16"o.c. 144 19.0 0.0 0.060 0.060 4 4 Window 7: Other 71 0.300 0.320 21 23 SHGC: 0.30 Wall 13: Wood Frame, 16" ox. 16 19.0 0.0 0.060 0.060 1 1 Wall 14:Wood Frame, 16" ox. 66 19.0 0.0 0.060 0.060 3 3 Window 8: Other 11 0.300 0.320 3 4 SHGC: 0.30 Wall 15:Wood Frame, 16" ox. 95 19.0 0.0 0.060 0.060 4 4 Window 9: Other 30 0.300 0.320 9 10 SHGC: 0.30 Wall 16:Wood Frame, 16"o.c. 203 19.0 0.0 0.060 0.060 10 10 Window 10: Other 36 0.300 0.320 11 12 SHGC: 0.30 Wall 17:Wood Frame, 16"ox. 190 19.0 0.0 0.060 0.060 5 5 Window 11: Other 100 0.300 0.320 30 32 SHGC: 0.30 Wall 18:Wood Frame, 16"o.c. 213 19.0 0.0 0.060 0.060 13 13 Wall 19:Wood Frame, 16"o.c. 112 19.0 0.0 0.060 0.060 4 4 Window 12: Other 43 0.300 0.320 13 14 SHGC: 0.30 Wall 20:Wood Frame, 16" ox. 190 19.0 0.0 0.060 0.060 8 8 Window 13: Other 45 0.300 0.320 14 15 SHGC: 0.30 Window 14: Other 15 0.300 0.320 4 5 SHGC: 0.30 Wall 21:Wood Frame, 16"o.c. 148 19.0 0.0 0.060 0.060 8 8 Window 15: Other 12 0.300 0.320 3 4 SHGC: 0.30 Wall 22:Wood Frame, 16" o.c. 220 19.0 0.0 0.060 0.060 11 11 Window 16: Other 30 0.300 0.320 9 10 SHGC: 0.30 Wall 23:Wood Frame, 16" ox. 59 19.0 0.0 0.060 0.060 4 4 Wall 24:Wood frame, 16"ox. 121 19.0 0.0 0.060 0.060 6 6 Window 17: Other 24 0.300 0.320 7 8 SHGC: 0.30 Project Title: 600 Glenn Rd Southold, NY 11971 Report date: 06/22/24 Data filename: Page 2 ofll Prop.Gross Area Cavity Cont. Prop. Perimeter Wall 25:Wood Frame, 16"o.c. 56 19.0 0.0 0.060 0.060 3 3 Wall 26:Wood Frame, 16"o.c. 98 19.0 0.0 0.060 0.060 4 4 Door 1: Solid 24 0.290 0.320 7 8 Wall 27: Wood Frame, 16"o.c. 62 19.0 0.0 0.060 0.060 4 4 Wall 28: Wood Frame, 16"o.c. 125 19.0 0.0 0.060 0.060 6 6 Window 18: Other 30 0.300 0.320 9 10 SHGC: 0.30 Wall 29:Wood Frame, 16" o.c. 180 19.0 0.0 0.060 0.060 8 8 Window 19: Other 21 0.300 . 0.320 6 7 SHGC: 0.30 Window 20: Other 21 0.300 0.320 6 7 SHGC: 0.30 Overhang:All-Wood joist/Truss 375 30.0 0.0 0.033 0.047 12 18 Basement Ceiling:All-Wood Joist/Truss 1,214 30.0 0.0 0.033 0.047 40 57 Garage Ceiling:All-Wood joist/Truss 480 30.0 0.0 0.033 0.047 16 23 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: 600 Glenn Rd Southold, NY 11971 Report date: 06/22/24 Data filename: Page 3 of11 t 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 & Re .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 [:]Not Observable ; l 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 ElDoes Not [PR2]2 on loads calculated per ACCA I � Cooling: Cooling: ;[-]Not Observable I Manual J or other methods Btu/hr Btu/hr approved by the code official'. ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 600 Glenn Rd Southold, NY 11971 Report date: 06/22/24 Data filename: Page 4 ofll Section # Foundation Inspection Complies?' Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to :❑Complies :Requirement will be met. [FO11]2 protect exposed exterior insulation !❑Does Not J and extends a minimum of 6 in. below grade. ;❑Not Observable: ❑Not Applicable 403.9' i Snow-and ice-melting system controls:❑Complies :Requirement will be met. [FO1212 installed. UDoes Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 I.Low Impact(Tier 3) Project Title: 600 Glenn Rd Southold, NY 11971 Report date: 06/22/24 Data filename: Page 5 of11 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 i :❑Does Not ;table for values. [FR1]1 :❑Not Observable ❑Not Applicable 402.1.1, {Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, 1 average). ❑Does.Not table for values. 402.3.3, 1 402.5 ;❑Not Observable [FR2]1 ; �❑Not Applicable I 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 ;are determined in accordance ❑Does Not I ;with the NFRC test procedure or - ;taken from the default table. ❑Not Observable I ❑Not Applicable 402.4.1.1 ,Air barrier and thermal barrier ❑Complies :Requirement will be met. [FR2311 installed per manufacturer's ❑Does Not 1 instructions. ❑Not Observable i { ❑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 ;e AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable ;or has infiltration rates per NFRC ; 400 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 leakage at 75 Pa. _ ❑Not Observable ❑Not Applicable 403.3.1 !Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not j>=3 inches in diameter and >_ ❑Not Observable i 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 !joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable !applicable. 1 403.3.5 Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3_ ducts or plenums. []Does Not Coll ❑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°F are insulated to>_R- 4 3 ; ;❑Not Observable ; f :❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR2411 'piping. ❑Does Not r8j ; ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies ;Requirement will be met. [FR18]2 1>_R-3. :❑Does Not t ;❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 600 Glenn Rd Southold, NY 11971 Report date: 06/22/24 Data filename: Page 6 ofll Section Plans Verified. Field Verified # . Framing/Rough-In Inspection Value Value Complies7 Comments/Assumptions &Req.ID 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 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 600 Glenn Rd Southold, NY 11971 Report date: 06/22/24 Data filename: Page 7 of11 Section Plans Verified, Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 �AII installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not ;provided. ❑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 T❑Not Applicable 303.2, ;,Floor insulation installed per ❑Complies :Requirement will be met. 402.2.8 i manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the Cj 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 [IN3]1 ;exterior,the exterior insulation :❑Not Observable requirement applies(FR10). ❑ Steel ❑ Steel :[:]Not Applicable ; 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: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 600 Glenn Rd Southold, NY 11971 Report date: 06/22/24. Data filename: Page 8 ofll 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, i ❑ Wood Wood !❑Does Not table for values. 402.2.2, 1❑ Steel ❑ Steel tNot Observable 402.2.6 1 [Fill' ! !❑Not Applicable I I 1 I I I i I I I I 1 I 303.1.1.1, !Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 1 manufacturer's instructions. ❑Does Not [FI2]1 !Blown insulation marked every ❑ 300 ftz. Not Observable ; ❑Not Applicable 402.2.3 lVented attics with air permeable ❑Complies ;Requirement,will be met. [F[22]2 C insulation include baffle adjacent ❑Does Not Ito soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 i Attic access hatch and door R- ; R- ;❑Complies ;Requirement will be met. [F13]1 :insulation ?R-value of the I f❑Does Not I adjacent assembly. ;❑Not Observable ; !❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 l ach in Climate Zones 1-2,and :❑Does Not 1<=3 ach in Climate Zones 3-8. 1 ;❑Not Observable ; ! !❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies :Requirement will be met. [FI27]1 1 determine air leakage with 1 ft2 ft2 :❑Does Not !either: Rough-in test:Total ❑Not Observable I ,leakage measured with a ; ; ; :pressure differential of 0.1 inch ; :[]Not Applicable lw.g. across the system including 1 Ithe 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 1 1 I handler enclosure. I 1 1 I I 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 ;cfm/100 ft2 across the system or I ft2 ft2 :❑Does Not I<=3 cfm/100 ft2 without air 1 1 handler @ 25 Pa. For rough-in 1 ;❑Not Observable ; !tests,verification may need to !❑Not Applicable !occur during Framing Inspection. 1 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [Fl24]1 1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable I j ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies :Requirement will be met. [FI9]2 G installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to . ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies :Requirement will be met. [F110]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies ;Requirement will be met. [FI11]z ,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 1 Low Impact(Tier 3) Project Title: 600 Glenn Rd Southold, NY 11971 Report date: 06/22/24 Data filename: Page 9 of11 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies. Comments/Assumptions •& Req.ID 403.6.1 1AII mechanical ventilation system ❑Complies ;Requirement will be met. [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable ; R403.6.1. []Not Applicable 403.2 i Hot water boilers supplying heat ❑Complies ;Requirement will be met. [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable ; temperature based on outdoor ❑Not Applicable j temperature. 403.5.1.1 j Heated water circulation systems ❑Complies !Requirement will be met. [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- []Not Applicable syphon circulation systems are 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 .:Requirement will be met. [F129]2 comply with IEEE 515.1 or UL []Does Not 515.Controls automatically j adjust the energy input to the ❑Not Observable ; heat tracing to maintain the ❑Not Applicable desired water temperature in the ` piping. 403.5.2 1!Demand recirculation water ❑Complies ;Requirement will be met. [F130]2 (systems have controls that ❑Does Not i manage operation of the pump and limit the temperature of the ❑Not Observable ; water entering the cold water ❑Not Applicable piping to <= 1049F. 403.5.4 Drain water heat recovery units ❑Complies ;Requirement will be met. [FI31]2 tested in accordance with CSA ❑Does Not B55.1. 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%0 or more of permanent ❑Complies ;Requirement will be met. [FI611 'fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies ;Requirement will be meta {FI23]3 no continuous pilot light. []Does Not ❑Not Observable []Not Applicable 401.3 Compliance certificate posted. ❑Complies ;Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 600 Glenn Rd Southold, NY 11971 Report date: 06/22/24. Data filename: Page 10 of11 Section- Plans Verified Field Verified' # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 Manufacturer manuals for ❑Complies :Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 JHlgh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 600 Glenn Rd Southold, NY 11971 Report date: 06/22/24 Data filename: Page 11 of1I 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.29 CoolingHeating & Heating System: Cooling System• Water Heater: Name: Date• Comments r� ELECTRICAL APP 0 ED AS NOTED INSPECTION REQUIRED FEE NOTIFY AUILDING DEPARTMENTAT r s` -:IGLU�►B�N�� A 631 765.1802 8AM TO 4PM FOR THE WATER TINES NEED FOLLOWING INSPECTIONS: I`IG.$ f=ORE C01/ RING.'. 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE - 2. ROUGH-FRAMING&PLUMBING 3. INSULATION 4. FINAL-CONSTRUCTION MUST PLVASERCERT,'IFI A71GI OAI BE COMPLETE FOR C.O. LE*D.'C"0 ifBEEF.OPE ALL CONSTRUCTION SHALL MEET THE CERTIFC47t0F0XVPAt\!j., REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR `VW-F UA R)"IN N 4-TER DESIGN OR CONSTRUCTON ERRORS SUPPLE'SYSTEM CANT _ y TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF ,DO-IVOT'PROrEEOFJfITH:;;. SMM TUBA F FRAMING UNTIL"SI 211111 D OP•FOUNDATIOM:L0 /e4TI0j , SOUTHOLD TOWN TRUSTEES HAS-BEENAFPR4V :�A N,YS,DEC -S6f�OCQR�O' SCHD Blower door and ductwork testing required. OCCUPANCY OR USE IS UNLAWFUL Must provide Manuals WITHOUT CERTIFICA1 D, J and S as per OF OCCUPANCY lvys Energy code All exterior lighting Installed,replaced or ►STAIN STORM WATER RUNOFF repaired shall conform PURSUANT TO CHAPTER 236 to Chapter 172 OF THE TOWN CODE. of the Town Code i 1 ..& N0irl-5 CONSyUC_"ION L1�6rNb P00p SCHI fPUL-E� WINPOW SCHFPULF� �LIFICTPI'IC& LIF1GFINP CON112ACrOM SHALL NOTIFY TL ARCHITECT PRIOR TO ANY ANP ALL CH NGE5 TO THE CONSTRUCTION DRAWINGS PUE TO FIELV CONPITION5, CLIENT REQUE5T5,AN12 OR GENERAL CONTRACTOR REV1510N5, T 1 U I.ALL WORK PEWFORMEP SHALL BE IN COMPLIANCE WITH ALL FEDEWAJ.•, 5rATE & LOCAJ- ® NEW EXTERIOR PARTITION(15T,FL,BATH) -2" X 6" WOOD STUP WALL W/ 1/2" POOR # WPTH LIGHT; p00K MAt'L. OPERA110N: LOCATION/QI loJ\l, ALL WINDOWS TO BE ANPERSEN 100 SERIES, SINGLE HUNG U.O.N.REP, QUM I/30/24 NOTE;ALL ELECTRCCAJ-WORK r0 BE IN ACCORPANGP WITH TL RU-E5& BUILPING COPE5 AMP ORPINANCE5. ACQ.PLYWD,EXTERIOR SWATHING( PL F-5KIN WI2APMV &'rAPEP).W/ 1/2" REGULATIONS OF 11-V N.Y,B.F.U.ANP A CERTIFICATE FROM 11E N.Y.P.r.U. �� „ FIR5T FLOOR: 51MULAZIP DIVIMP Ll Hafr5/ WITE PIAINt INT. AR. .JP5, GON FILLEP G1.5„ENERGY 'r 5A1? WATER RESISTANT GYP,BP,ALL IN1ERI0 SURFACE5 C SHOWER I/2 CONG.BACK, Bp,> TP 15 r0 BE PRESENTEn TO THE OWNER AT TW COMPLETION OF 11-IE JOB, - 2.BEFORE GOMMENGEMENT OF WORK,111E GENERAL CONTRACTOR SI tALL EU2NI5N OWNER PROV,VERSArEX TRIM r0 MATCH EXIST'G,SUNROOM. U-EACTOR: 0.3, 5XAR NEAT GMFNCENT': .26,V151MV,UGN1 TRAN5: .51, CON,M5.:53, fW OM\tER 5HA1,L PROVIDE ALL SURFACE MOUNrEp L16W EIXTUIT55.ALL }�')p/�, / I &ARCHITECT WITH COPIE5 OP ALL 12EQUIKEP INSURANCE ANP WORKER'S COMPEN5A11ON „ „ ROUGI f ROUGH OTHER MXCT21GAL EQUIP,TO DE 5U'PLIEp PY ELECTRICAL CONTRACTOR, I/IV \WI NC /I I, I S� - } r CE RIIFICATE5 INCLUPING NAMW5 OF ALL 5UPCONTRACT0R5 INVOLVED IN litCON5TRUCTION, ® NEW INTERIOR PARTITION -2 X 6 WOOF 511.ID WALL W/ I LAYER 1/2 YP G .tap. 5CREWEP/rAPEP BOTH 51DE5 ANPER%N REFER.NO, OPENING OPENING QUANTITY „ „ 3.1HE CONTRACT0R5 5NA BE WES A, PON5IBLE TE FOR ALL PIMEN51ON5& CONPITION5 ON TL INTERIOR TRIM-REFER TO TRIM LEGENP, POOR5 BE BE LOW TO ANIPMWSEN 200 5EE RV5, U.O.N.U.O,N. F.QUOTE: I/30/24 WIDTH HEIGHT ALL 5WITCLS AND RECEPTACLES TO BE LUTRON , nEWOPA COLOR t,D.n.JOB.TL ARCHITECT MU5r BE NO11FIEp OP ANY VARIAT10N5 FROM THE PIMEN51ON5 5HOWN REF, 4200 „ SINGLE HUNG REGE55EP POWNLIGHr5 TO BE LIGNrOLINZ OR Apr.EQ,TRIM -WHITE. A--N GF_NF_ A, NO1�5 � � � z g PROVIDE MOI5TU2E M95TANT GYP,BP.(GREEN BP.) FOR ALL 51MULATVP PIVIPEP LIGHr5/ WHITE PKEPAINT. INT,JAMB5,AP60N FILLEP 6LA55. A 10051-1540 4,51190 I � z �'§ 76RC1EPERED M NOTE: CONTRACTOR SHALL PROVIDE DIMMER SVVIrGNES FOR ALL RECESS. �y 4.TW CONTRACTOR SHALL 5U'PLY ALL LABOR AND MATERIAL SHOWN ON THE MAWIN65 PA11 ROOM WALL5 ANP C1,65,PROVIDE CEMENT WALL BP,FOR ALL UNLESS On-- W% NOT P. AREA RECEIVING TILE, INCLUVING FL00R5. U-FACTOR; 0.3, 5OLAR HEAT COEFFIG W-. .28, VI51M3 LIG 5:HT TIRAN ,5 1005H54Crr61 c 1,CON.RE5.:53. 13 841, 3011 I FIXEn TRAN5. PO\M\1LICW5, VERIFY LOCATION5 OF ALL ELEC,MVICE5 WITH CLIENT. � V A-0 r3A5F_MF_N1r FLAN REF, #500 �� SINGLE HUNG s INTERIOR PAJW-TO BE "BEN-AMIN MOORS" U.O.N., ONE GOAT PRIME ROUGH ROUGH ©IOO5H54C762G-2 961121, 90 1/4 1 TEMPEREP ® '� 5.THE GON112ACrN SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING& PROTECTING ALL &TWO COAr5 5A11N FINISH(COLOR5 T,B,P,BY OWNER) U.O.N. ANIPERSEN REFER, NO, OPENING OPENING QLIANfIlY REP, #5O0 , „ SINGLE HUNG '� PLMEX ELECTRICAL WEWPTACLE z WORK DNMr_NUIRINO GON5IRUGT10N ALL A r DAMAGE, BA-T AGE, COLLAPSE. PI5roR11oN & A_t,TRIM E. REF, #loo WPTH HEIGHT n REF. #boo 96 1/12 90 1/4 1 SINGLE HUNG (tpp POUPLE PUPLEX MZCTRICAL RECEPTACLE A-1 F Ip51' F1,001,, PLAN - ALL TRIM TO BE SATIN FINISH,BATNMOOM PAINT TO HAVE MILDIGIDE IOOSN54076tzG-2 TEMPERED � MISALIGNMENrACCORDING TO ALL APPLICABLE STATE ANP LOCAL CG>t7E5. ? z OI 37 96 1 POOL BATH E 36 66 1 FWHICP3180-GRAY SILL 01005H53056M 1EMMmP 6.THE GEN'L.CONTRACTOR 5HAJ-L PAY FOR ALL PERMIT5,FEE5, &G05T5 MLATI;p TO TM!E F, *k600 „ „ SINGLE HUNG (tx p�-EX 5EPARATE CIRCUIT RECEPTACLE WORK OF THI5 CONTRACT.TW GENERAL CONTRACTOR SHALL INITIATE AV.L WEQUIRWP ® I IARnWI�, FUR, -SELECT W-P OAK 3 1/4 W„15LB,FELt UNPMAY. INSWING PAT10 POOR5-RIGN1 SWING FROM EXTERIOR-TEMPEREp GLA55, �1005H5305i0C 36 66 I �Mrr_MP -� QDa�I nLPLEX RECEPTACLE/GMOUND FAJ,LT INTEIZMUPT � � INSPEG11oN5 oP ALL WORK COMPLETED UNDER THIS CONTRACT UNLESS oTHERiMSE NOTED, F DOM �I//2A THICK�LYWOOD G Ip ANP NAJLYURETNANE(PACIFIC BMANP). OFP. F1MF IICI�3 81 O-GRAY SILL 010051154C776RC I�MpZn G $ WALL SWITCH A'I I I p51' OOp b�CK MAN NO NG PLAN X z 2 37 96 I CARATS G 48 90 7.1HE 5U3-CONTRAOMR5 5HALL AT ALL 11ME5 KPEP THE PREMI%5 CLEAN ANP ARE WEF. 800 1, 1, 51NGLE HUNG WE5PON51" FOR REMOVAL OF&I,ROP15H CREATEP BY TWIR INPIVVLPI,.TRAM5 U.O.N. ® EXI5r'G,TO REMAIN,FIN15H-5ANP LIGHTLY& FIN15H WITH 3 COAT5 OF CLEAR 5ATIN INSVVI# O DOORS-RIGHT SWINGI FROM EXTERIOR-TEMPERED GLA55, H REP 47C6 851, I 901141, 0 I/41' I SINGLE HUNG I ' VR 01005H53676WG-2 TEMPERED $3 3-WAY WALL SWITCH 4-WAY WALL SWI1'GH �Ell V � OIL BASED POLYURETHANE(PACIFIC BRAND) 3 141 3/4 96 1 NEC.ROOM J 96112 90114 1 $In RECE5%P POOR AC11VATEP 5WITCH A-2 5�CONP R-0012 MAN � O NLGPI2080-4 010051-154076RC-2 1FMMM19 [� V B.ANY"EXTRA5" FOR ANY ANP ALL FIELn CONDITIONS/5W5TANTIAL CHANGE5 SHALL BE [� - POCUMENIED WITH THE C05T ESTIMATE &APPROVEP BY OWNER AN12 OR H15 AGENT BEFORE 5LIPING PAT10 POOR5-RIGHT SWING FROM EXTERIOR-TEMPMEP GLA55, K WEF, #51:5 00 48" 54" I SINGLE HUNG MECE55Ep POWNLIGI fT C IOOW) " LIGHfOLIER" OR ADP,EQ, N - ® CARPET TO BE SELECTED AND PLIRGNASEP BY OWNER. 010051-154046WG �� � � STARTINGIMA,PPITIONAL.WORK. REF. 4900 1 l� Mr. #I 1� AWNING � EXTERIORWa55EPPOWNLIGIIr(IOOW) " L-lafrOLIER" OR ADP.EQ. A-2,1 S�CONP FLOOP\ MCK FP,,A V11NG f LAN O 33 96 I M.BM.ROOM L 4451136 I PWHICP2980-GRAY SILL 0100A\54030 9.DOU3LE FLOOR JOISTS AKE TO I3E INSTALLED UNDER ALL WALL PA12T1T10N5 Rl RAINING INSWING PA110 DOORS-RIGHT SWING FROM EXTERIOR-TEMPEWEP GLA55. M WEF, #1100 145" 90 I/4" I 51NGLE HUNG CEILING MGM qJ1 EP JUNCTION BOX \\ \\\ PARAJ-LEL TO THE FRAMING.PROVIDE POUDLE HPR,J015T5 AT ALL OMNIN65,REFER TO 010051153076RC-4 T1;MmmL9 S SN � CON5TRUCTION PWG'5,FOR 51ZE5. OMr. #1100 141 3/4" 96" I GUE5TROOM N �P. #15O° 48" 90" 1 AWNING �� WAIL MOUNfrV JUNCVON PDX A'2,2 5 CO FLI001? CL,G, MAMING PLAN ` \�� \\�� NLGPI2080-4 OIOO5H54076WC \ �.\ 10.ALL FRAMING LUMBER TO BE DOLIGLAS FIR #2 CONSr,GRAPE OR EQ, SLIDING PAT10 DOC>I25-RIGHT SWING FROM EXTERIOR -TEMPERED GLA55, ®IOOREC 6 60" 66" I 1�MpERED WALL MOUNTED DUAL SPOTLIGI 11 \ \\ 11.ALL EXTERIOR 5TRAPPIN6 TO BE ABOVE OR BENEATH EXTERIOR 5HEAITAN6. 6 MP' #1100 141 3/4" 96" I PINING ROOM NEW GEIL-ING MOUNTEP JUNCTION BOX FOR SURFACE F IGNr ONLGD1208o-4 AN/L A �I?ON1'/ I?IGN1' �L�VA110N5 \ WITH DUAL.5WITCH AT WALL.FIXTURE TO BE SUPPLIEP BY OWNER. \\.\q\\ \\ SLIDING PATIO DOORS-RIGHT SWING FROM EXTERIOR-1EMPMREP GLA55 t 12.TL CONTRACTOR SHALL PROVIDE SHOP PMAVVING5 FOR ALL SPECIAL WOW SUCH A5 P tt \NOT LIMITED TO; MILLWORK, 5PRINKLER SY51EM5 ANP 5TMEL WORK.ALL SHOP PRAAWINGS # r OGA11 � NEW CEILING MOUNTED JUNCTION BOX FOR WCE55EP EXHAUST �� 110TL ARCHITECT PRIOR TO PROCEEDING WITH THE WORK, p[UM131NG G�N HOOK W1D1H: LIGHT: POOR MA L. OPERATION: L ON/QUAN. PAN/LIGHT\ITN PURL 5WITCH AT WALL. "BROAN" L NI A-�.I krE Af\ LF-1 1' U F V ��o/ Ar10N5 ��NEEn THE APPROVAL OF FIR5r FLOOR: FRONT POOR ALr, #1. OR ADP,EQUAL. AVY DUTY U T � \\\ \\��\ O PROVIDE ALLRUI NECE55ARY PLUMBING ROUGHING ANP VENTING A5 INPICATEP ON IM Q NEW CABLE TV MECEPTACLE (rO BE WMP TO CENT.CONTROL.BOX) P CON5ICT10N PLAN5.FOLLOW ALL NECE55ARY N.Y.5. & LOCAL PLUMBING CODE5 O PAIR 3'-0"/ 96"/ CLAP /GLA55 RIGI-Ir/5wN6 FOYER A-4 PUL b I NG 5�CV OIN/ PF,rAL 5 THAT APPLY TO WORK TO BE COMPLEIEP.PROVIDE ALL NECE55ARY DRAIN V&VE5 "TMRMATRU" FIBERGLA5/GL5.OR APP.EQ, EXTERIOR MORTISE.LOCKSEr, 4yi NEW 5TrUCTU2EP CABLE (TO BE WIMP TO GENT.CONTROL BOX) N FOR WINTERIZATION,REF.TO CON5TRUCVON FLAN5 FOR FIXTUIT_-TYI'E5, 0 5MOKE/CARPON MONOXIDE DMTECTOM:TO BE WIREP TO CENTRAL ALL WATEE LINE5 AWE T BE O IN5t 1,ATEP W/ 5OUNP ATTENUATING INSULATION.(TYP.) �8 PAR 2'-4" 7'-6" MPF LEFT/RHT IG 5WING FOYER � CONTROL BOX. A-5� NAL I NG SCNF nUl_F_ % PROVIDE FROM'FREE N05E BIBS. SOLID INTERIOR MDF POOR -OR APPROVED EQ. NEW DOORBELL PER REQUWEMENf5 BY TW NEW YORK STATE RE5IPENTIAL CON5IRUCTION GOM,WE CERTIFY GALCA ON5& 5TRUGTURAL P AN5 COMPLY WITH ALL OF NEV YORK,5 ATr GON5TRUGVON 05 R HEAD(FROST FREE SHOV4I;R B017Y) 9O 2''8" 7'-6" MPF RIGI f1/SWING BEDROOM-2 ALL ELEC1121CAJ,/LIGHTING 5Y5TEM5 SHALL COMPLY WITH THE WE54wck COMPLIANCE A"6 pl-UM31 NG 0 5�FV NAL I NG 5CNF-b Ui,F- COPE BASED ON( AF&PA) 6A5 LINE FOR: BBQ, PRYER& OVEN; GAS TANK LOCATION A5 NOTEP 5OLIP IWIMOR MPF DOOR -OR APPROVEP EO. L CERTIFICATE(ENERGY CODE 2018 IECC)ALONG WITH ALL EXHA,IST 5Y5TEM5. 06 ON SITE SURVEY,WITHIN THE INNER GRA55 AMA OF THE CIRCULAR PRIVEWAY,NOTIFY OWNER IN CA5E OF RELOCAT10N. 10 2'-4" 7'-6" MPF LEFT/SWING GLOS, U ALL 5U'PLY&WA5TE LINE5 ARE TO BE IN5ULATEp WITH 50UNP 5OLIP INTERIOR MPF POOR -OR APPROVED EQ. � �)Q� (� i ATTENUATING IN5U..ATION.C TY I I P.ALL) 2'-4" 7'-6" MPF LEFT/5WING BATH I N SUI,Afi I O N N O�S CON I' \C%OI\ N 0 I'�V S ®F12 FLOOR PRAIN: PROV.A 3' PIA.X 5' P,CATCH BA51N(V,I.F.), 5OLIP INTERIOR MPF POOR -OR APPROVEn EQ, �O PROPOSEp EXTERIOR WALLS; 2"X6" WODP STUD,PROV.3" TNK,CLOSED CELL FOAM W/ AFTER DEMOLITION,T V CONTRACTOR WILL IN5PECr TL EXISTING 5TMUIGTLME & NOT'IFY TL 11a 6'-0" V.I.F,7'--0" I/2" TEMP,GL5, I PER PRAWING BATHROOM 1HE APPIVON OF R-8 BATT INSULATION BY 'CWfAINTEEP' OR APPROVED EQUAL. AZCHI1ECr OF ANY FIELP CONPITION5& OR PAMAGE TO THE EXI%NG 5TRUGTURE; PLUMBING FIXTLM5: SMNR. POOR/ENCLO5UM "FRAMELE55 6LA55" W/ 5Ar.NICKEL HINGE5 OR APP.EQUAL. (TYP►GAL ALL EXTERIOR WALL AREAS) DAJVIAGE TO TM EXISTING 51RUCTLtME; (THIS APPLIES TO RENOVA110N5 ONLY) OWNER TO SELECT 5TYLE5 OF FIXT, INCLUPING TW FOLLOWING: PROP05EP ATTIC/ROOF: . 2"XIO" R,R,PROV,7" TNK.CLO5EP CELL FOAM W/ O I.ORIENTATION OF EX.FLOOR,CEILING, OR ROOF J015T51HAr PIFPEW FROM TL 5,INK5,TOILEr5,TUB5,FAUCETS,TUB FIXt., &5HOVvER CONTROL5. IZ 2'-4" 1 7'-6" 1 MPF LEFT/5WIN6 BATH SC I/2 " DRYWALL COVERING STUDS, (TYPICAL ALL ROOF AT-,A5) CONSTRUC110N PLANS. FIXTUWE ALLOWANCE TO BE PROVIMt r0 OWNER BASEn ON TYPE5 2.ROrSP OR CRACKED EX.FLOOR, CEILING, ROOF JOI5T5,W0OP 5TUP5,OR 51 BATHING, OF NXTMY15 5ELECTVP. 5OLIP INTERIOR MPF POOR -OR APPROVEn EQ. PROPO5E19 BA5EMENf OZ.: R-21 BATr IN5lLA11ON OR APPROVEn EQ.W/ 1/2" 12"ALL A PEIERMINAT10N WILL BE MADE AS TO 1HEIR REPAIR OR WEPLACEME�Jr.C THIS APPLIES r0 ALL FIXTUAZES t0 BE PURCNASEp ANP INSTALLED BY Tl PLUMBER. �Q COVERING FLOOR J015r5, (TYPICAL ALL AREAS) z AJ.TERAT10N5/RENOVATIONS ONLY). UNLESS 011-IEMIWSE SPECIFIED BY C�IMJER ® 6'-O" V,I.P,7'-O" I/2" TEMP.'GLS, PER DRAWING BATHROOM NEW INTERIOR WALLS; R-21 SOUND BAIT INSULATION OR APPROVED EQ.W/ I/2" � SHWW.POOR/ENCLO%M FRAMELE55 6LA55 W/ W. NICKEL HINGES OR ADP,EQUAL. PI`ZM&L COVERING BOTH 51M5, (TYPICAL ALL AREA5) lu 13 2'-B" V-6" MPF RIGNr/SWING BASEMENT PROV, PLLV5KIN5 UP 100 SELF ADHERED WATER I2E515rANT AIR BARRIER MEMBRANE / SG�LDI INTERIOR 2 HOUR FII�IZATEp MPF POOR -OR ADP.EO,W/ P.P,S.G. A L LL EXPOSED SURFACES,(TYPICAL ALL AREAS) ��UM131 NG NOS S 14 2'-8" 7'-6" MPF LEFT/SWING LAUNDRY I F z AMILY DETACW P PVyr-LLING 50LIP INTERIOR MPF DOOR -OR APPROVEP rO. L� ZONE I IB 1,PLUMBING 5UPCONTRACT0R r0 BE RE5PON51BL FM,COMPLIANCE W/ALL APPLICABLE 15 3'-0" 7'-6" MPF LEFT/5WING BASEMENT DATING DAYS 5750 COPE A fNSTA WALL SAFPLAETY REQUIREMENTS, 50Lp1 INTERIOR 2 HOUR FIRE RATEP MPF POOR -OR ADP,EQ,W/ F.P.5,C, BAN LAN G N b & N 01�lS Z GOINCIPENT WET-BILB TEMP, � 73 2. IF WALL TES OR JOISTS AJ2E GUT DURING THE J,LATION OF PLUMBING PIXTI,N2E5 OR 50UIPWNT; PROVIDE BKACINIC,rO THE FRAMING PER ALL APPLICABLE CODE5 ANP I6 2'-8" 7'-6" MPF LEFT/SWING BEDROOM-3 SUMMER DESIGN DRY-BULB TEMP. - 83 NOTIFY THE G,C, OF THE CHANCES, 3.PROVIDE MATERIALS FOR WATER SUPPLY ANP P15TIZV1 MON 5Y5 VM5 PER rABLE5: SOLID INTERIOR MPP POOR -OR APPROWP EC?. � WEFER TO AI WINDOW& POOR 5C�-1EPLLE5 FOR PANEL LOCAVON5. WINTER DESIGN PRY-BULB TEMP. 6 P2904.4.1,P2904.5, & P2904,6, � � <REFEW TD TABLE 1609.1.4) 11/2" #6 WOOF 5C-MW5 MATERIALS FOR PRAIN5, WASTE, & VENt5 PER vem P3002.1 &P3111,3 17 2 -4 7 -6 MpP LEFr/5\ING GL05. PVC TO BE 5GLPULE 40 OR BETTER, 12 12 16 \v\ GLAZING "U" FACTOR 0.45 5OLIP INTERIOR MPF POOR -OR APPROVEP W. 1'A+NEL sIZE PANEL size 6'-0" < PANEL 6'�-0" < PANEL 2'-0" < PANEL Mr. TM ANp 4 OP 5Cl2EW5 UIY, PCP, t1T'E AVJp OP S# Ct�EWS � v�npni Isla-rr wiprN �I�f SPAN SPAN < 8'-O" SPAN < 6'-O" CEILING "R" VALUE 0.45 IS 2'-4" V-6" MPF LEFT/5WIN6 BATH #8 5Cl2EW5�8"O.C. #8 5CI�4J5 a 8"O.C. 5OLIP INTERIOR MPF DOOR -OR APPROVED EQ. 0 A 6&N 1�1012RONrn-14 WEI2'flcAL-24 3-y'-O"x 2'-10 !1 1 2 NOrdZON'rA,-12 V kf)C&-24 4'"� X 8'-7 2 EXTERIOR WALL R VALLP 0.45 " " " . Al.- pNAT1VF_ WOK' OpNG, pt?OTr:::CrION 0 FLOOR "R" VALUE 0.45 #5 5cwVV5 a 8"O.C. O tiolaz #8�38 a 8' vExrlcaa -24 2-2'-611 X 6'--70� WOOF STRUCTURAL PANELS WITH A MINIMUM THICKNW55 OF 7/16" & MAXIMUM PANEL 5PAN O-8'-O" MI UM13I NG F IX1'Uf"r, �1 S_"� 8 I/2" TEMP.GL5, PER nWAVv1NG BATHROOM "P" e' x3' ter" I 3 5 6 O � IMzoNrAu.-22 vElzncAl-16 SHALL BE PERMITTED FOR OPENING PWOTEGTION IN ON&TWO STORY BUILI71NG5,PANELS ShW-L TOTAL EXTERIOW WALL 50.Fr. - 5.546 SQ,FT. - • 5H\NR,POOR/ENCLOSURE "FRAMELESS GLA55" W/ 5AT, NICKEL HINGES OR ADP.EQUAL. #5 5GWVV5 a 8"O.C. #8 5MVA5 a 8"O.C. SHALL BE PRECUT TO COVER GLAZEP OMNIN65 WITH ATTACHMENT HAKPWAIZE PROVIPEP, ''G,p,&J" HOIZIZONfAV.-26 VE121'ICAI"-24 �-�' 011 x 8'-yn 4 ® NORIZONrPL-18 vErzncAa.-24 3'-9"X 8'-7" I (WEFER 10 SECTION 1609,1,4 ABI7 I609.6,5 ANP TABLE 1609,1.4) rOrA-VVINPGW 50.Fr. - 607 50.Fr. BATHROOM FIXTUME5: BY KOHLER(VERIFY WITH OWNER) 19 16' W.X 7' H.GARAGE POOR-CLOPAY FLU METAL/6L5,Tf2AN5LUCENT #g 5vvs a 8"O.C. rOr&POOR 6LA55 AREA - 300 50,FT, TOILEr5: CIMARRON GOMPORr LIGHT TWO PIECE -K-3497-RA OR APPROVED EQUAL. I 1/2 H.P.OPENER W/ 3 WEMOTE CON1ROL5 "r�F" N012 cl�2ONM-12 vr:kl KPl.-18 4' O"x 6'-y" 2 rAPL � 160914, FENE51RA110N AREA 9C r7 / 5,5i48)(100 16.4 WW2 51NK5;THOREAU UNDERCOUWR LAVATORY-K-2907-4U „L„ #5 5MA5 a 8"O.C. y'-0"x 3'-11" I WINPBORNE PrPRI5 PROTEC110N FA5MNING 5CWPUZ FR WOOF 5TRI.ICTURAL PANELS SINK PAL10Er5: FORTE WIPE5PREAP LAV, FAUCET-K-10272-46 HCVIZONrN,-16 VEKTTCAL-12 TOTAL 50.FT,AREA - 4,946 50.FT. 5HOMR TRIM KIT: FORTE E55ENTIAL5 PERFORMANCE PACK-K-10827-4 5ECONP FLOOR: #5 5m"a 8"O.C. PANEL SPAN 2'-0"< PANEL 4'-0" < PANEL 6'-0" < PANEL r PROVIDE CU5rOM SHOWER PAN5 PROV,ALL NECE55ARY PLUMBING VENTS "P" 2.6'-0"x 3'-2" I FASTENER TYPE „ 11 5NOW1;R BODIES BY"KONLEM" ,- �� ,- „ N012¢ONrAV.-16 vEtzTICAL-18 < 2 -O SPAN < �}-O SPAN< �2 -O SPAN < 0 -O PROVIDE TOILET%Ar5 ® PAIR 22 7 6 MPF LEFT/RIGHT 5WING WASH✓PRYER nn #5 5CI�W5 a 8"O.C. 2-3'"6"x 8-y" I f i/2" #6 W77,SCREWS I6 16 12 9 MINIMUM t�QUI PMF Nr PF_PF0PMANCF 64LA55 5HOVvWR POOIZ5 BY O"IZ5 5OLIP INTERIOR MPF POOR -OR APPROVEP EQ, N01aZONN,-16 wklr.AL-18 2-61-0 X V-211 KIrQfN FIXTURE 05r: 21 2'-6" 7'-6" MPF MIGNr/SWING BEDROOM-2 -'Hit #g 5cw"a 8"O.C. ,� 1, # 3-3'-O x8'-y I I I/2 8 WD,SCREWS 16 16 16 12 KITGNEN 51NK: UNDERTONE -K-3183 HC.VZOWA,-26 W IPTIC&-24 EQUIPMENT CAIEGG>t2Y EQUIPMENT CATEGORY MINIMUM FAUCET: AVA-rAR 51NGLE CONTROL PULLOUT FAUCET-K6350 5OLIP INTERIOR MPF POOR -OR APPROVEP EQ. , , , , , , , OIL-FINED STEAM R5 POE 10 CF, PARE 430 PEMFOIZMX d VERIFY FIXTURE U5T WITH OWNER PRIOR r0 PUR2CHASE, � 2 8 7 6 MPF LEFT/SWING M.BEDROOM �5 � - � �� � �� � I 5 � '�` 6 �� NOT WATER BOILERS SUBPAR1 B,APPENDIX N. APUE 80% - _ „ ---------------- ------ ----- ------ ------- ---------- ------------ SOLIn INTERIO12 MPF POOR -OR APPROVEp EQ, I I I I I \ r I I I I O 2'-4" 7'-6" MPF RIGHT/5WIN6 CLO5, I 11X 12 -1O I �,�' B I -q,, i / I \ J 1 \ I \ rr I I `� I I �' , �i �i O 1 / I \ / i \ I \ / I I x O I �'-II11 I 13 Z AC/ H V ATI N G N O I V S 5OLIP INTERIOR MPF POOR -OR APPROVEp EQ. L� '�I o_�/` I I - A(b \ / \ / \ \ 6 -5 v I , I V-6" MPF RIGNf/5WING BA1H I I ---------------- i I I I I I ---------- 1. MECHANICAL 5UBCONTRACrOM 15 RE5PON5INZ FOR APWIZING TO ALL APPLICABLE COM5 I \�• �' 1 - ,1 QTY- I I \V I IO \\// I 5OLIP INTERIOR MOP POOR -OR APPROVED EQ. I �'<� IZ 1 O ,- „ I I I I I I I ANP 5AFETY WOUJIMMENT5 A'GGORDING TO NEW YORK 5rATE WE5IPENT1A-CODE5, I �• I 8 O X 3 4 I \\ I I \\ I rr \\ I QN-I 2.HVAC 5U3C0N112ACT0R TO FULLY COORIVINAfI;ALL 5Y5fEM PATA ANP REQUIIT W Nr5 W/ F X�p 10 p/ I N�p 10 P-1, I M V,I.F. I/2" TEMP,GL5, PER PRAWING BATHROOM I '------ I 1 \ THE EQUIPMENT 5UPPLEM, „ „ \ I I 3,WAC 5UBCON112ACT0R TO PROVIDE FINAL SYSTEM LAYOUT DRAWING& 5U3MIT Ir TO TL 5MWZ.POOR/ENCLO5LIWE FRAMWE55 GLA55 W/ 5Ar, NICKEL HINGES OR ADP.EQUAL. ___ IN GENERAL CONTRACTOR, OWNER,AN12 EQUIPMENT SUPPLIER FOR M\MW. INTERIOR WlndsorONE CLA551C COLONIAL(OR APPROVEP BY GENERAL CONTRACTOR) I x I 1 1 i \ I / \ I / I ------- 5 2'-8" 7'-6" MDP LEFT/SWING GUE51 BEDROOM Q1 Y-2 QTY- I ` PROVIDE TWO ZONE HEATING ANn COOLING SYSTEM CONSISTING OF: � 4'-0" X 6'-5" 2-6'-O" X 3'-2" - �• HFA11NG 5PECIPICATION5 ALTERNATE 6A5 FIMEP #I BASE MOLPING : WOPM001 SOLID INTERIOR MPP DOOR -OR APPROVEn E0. L� in ONE GA5 FIWEP BOILER: "NORITZ" CBI99 -PV 4 ZONE WALL HUNG TfNKLE55 UNIT,PIWECr WINDOW 51LL: ,(PICTURE FRAME) VERIFY W/OWNER PMIOM TO ORDER. ---------- ------ ----- - is--- PIREGT VENT OR APPMOVED EQUAL,51ZE A5 REQUIMEP,EXACT LOCAATIONI IN TL UTILITY RM. WINDOW& POOR CA51NG: WOBB001 , W005001 �6 2'-4" 7'-6" MPF RIGN1/SWING GL05, OTY-3 OTY- r0 BE mTERMINEP IN THE FIELP. CROWN MOLPING: WOCM001 -VERIFY WITH OWNER 3 -5'-0" X 2'-10" 3-3'-0" X 8'-5" MECH.5U3CONTRACr0R TO PROVIDE ALL NFCF-55ARY PIPING, CIRCULA.r0R5,CONTROLS, & VERIFY W/OWNER TRIM ORDER PR10R r0 PURCHASE. SOLIP INTERIOR MPF POOR -OR APPROVED EQ, sv LA 6 LOW VOLTAGE WIRING. ALL INTERIOR TRIM r0 BE PRIMEP ANP PAINTED WHITE UINLE55 i I > > > LAT1N6 5PECIFICATION5 ALTERNATE OIL FIREP #2 OTLRW% NOTEP. 27 2'-4" 7'-6" MPF RIGHT/5WING BATH I A \\ I fl- "BIA51" 8-40 5 SEG110N CAST IRON BOILER VVI1H RIALLO BUfRNEW,C``JZE AS REQ'DJ U.O.N, SN EXTERIOR: 5OLIP INTERIOR MPF DOOR -OR APPROVED EQ. 3 S 3 3 6 4 O 3 6 2 1 It:2111 3 6 PROV.8" PIA. "ZERO CLEARANCE" FLUE �� �� .. �� � �� �� �� �� ONE VAJ IGNN 70 GAL, INPIMEGT NOf WATER NEATER, UNLESS OiHEMW15E NOTEp. 6'-O" V,I,P,7'-O" I/2" TEMP.GL5, PER nMAW1NG BA1HROOM I - --- ALL NECE55ARYFirm,CIRCULATOR5,GONTROL5,ETC.,AND ONE ------ ------ ------ ------ --------, _ \ / _ I \ / \ / Ig�_5�� FDA v1 vs v1 � 275, GALLON FUEL TANK, UNLE55 OTI-VW5E NOMP, 5HWR.POOR/ENCLOSURE "FRAMELE55 GLA55" W/ 5Ar. NICKEL HINGE5 OR ArP.EQUAL, I I I I I\ I X X I t IN al 3 -0 7 -6 MPF RIGI f r/5WING MECN.ROOM I \ / \ / I I A \ / \ ,' � y��.? � COOLING 5PECIFIGAT10N5 \ ! \ ! \ / \ 0 1WO "CARRIER PERFORMANCE SERIES" 12 SEER A/C COMPME55OR5: UNLE55 OTLRWI5E 5OLDI INTERIOR 2 HOLIR FINE RATEP MPF POOR -OR APP,EQ.W/ F.P.5,C. L I \ / \ / \ / \ / \ / / I I NOTEP,REFER 5UGGE5IEP LOCATION5 ON PWG.A-I. I \ / \ / I I I 9 2 -4 7'-6 MDP LEFT/SWING POVVPEM ROOM I \ / \ / \ / / \ / I \ / I ••- , I f� . 1 �' TWO "CARRIER" (SIZE A5 WEQUIREP) AIR HANDLERS UNLE55 OTLR\I% NOTED.REFER I \ / \ / \ / \ / 5LZia5TEP LOCATlON5 ON PWG,A-1. SIZE ALL UNIT5 PER MFG.RECO'MMENPATION5, 5OI-ID INTERIOR MPF DOOR -OR APPPROVEp EO. I X X I I 18 � i X X % X � 7 11 I X 18 -7 0 /\ /\ n /\ I I I I /\ /\ /\ /\ I / \ I ---------------- tS� p - TWO HOr WATER COILS,CEILING/ FLOOR OUTLETS AS PER ENGINEERING SPEC. INDIVIpUAL / \ / \ I I I I I I � PER SPACE RMURN5 ON%CONP & FIR5r FLR5, NOTE;AVP ANTI-FREEZE 1'0 ENURE 5Y5TEM. i / \ r \ / \ / \ I / \ / \ / \ / \ / \ U �N. PROP05ED NEW FLOOR REGI51ER5 r0 BE INSTALLED.(V.I.F,) ® 10" CERAMIC 11LE - "AMERICAN OLEAN" TILE OR ADP,EQUAL.11LE I I I i I / \ l \ I \ / \ I / \ 2 4--0" X 8'-5" G�� '+'� BORDER W/20" TILE ON A 45' TO BE IN5rA AXP OVER 1/2" CEMENT U I / \ / \ I I I I \ / \ / \ ALL HEATING/COOLING 5Y5TEM5 SHALL COMPLY WITH TL RE5check COMPLIANCE BOARP, U.O.N.WALL ANP FLOOR GROUT TO NAVE WATERPROOF POOP SCI I F P U� N O�S I \ / \ ! \ / I I I I / \ / \ / \ / \ I 5CAX: GERI1FIGATE C ENERGY COPE 2018 IECG)ALONG WITH AJ,L EXHAUST 5`�STEMS. APVMVE MIXEP IN. l / \\ l \ I \ j \ i I t I \ / \ / \ / I I 11 I -Oil 6" X 6" CERAMIC 11LE - "AMERICAN OLEAN" TILE OW APP,EQUAL.TILE NARMARE: PROV.5CHLAGE HVY.DUTY LOCK5ET/ LATCH5ET5(5A11N NICKEL) NOTE; : BORDER W/20" TILE ON A 45 TO BE IN5TALLEP OVER 1/2 CEMENT & 5ATIN NICKEL HINGE5 TI RZOUGNOUr.(U.0,N,) QTY_1 17WG, NAM: OrY-2 QTY-3 QTY-i NPICATES BEARING POINT LOAF BOARP, U.O.N.WALL AND FLOOR GMOLtf 110 NAVE WATMPROOF 2- 3'-6'� X 8 -5' 4'-O" X 8'-7" 2 - 3'-6" X 8'-7" 3'-9" X 8'-71, TNiS LOAF MU5f BE T W5FERED APPII1VE MnP IN. OO LocKSET O MORTISED DEAnBOLr F�P FIXED PULLS C TO MATCH LATGN5ET5) 2- 3 -0 X 8 -5 2 - 2'-11" X 8'-7" W/ AMQUATE VERTICAL BRACING, G�N�12A1- ® 10" X 10" CERAMIC TILE - "AMERICAN OMAN'I TILE OR ADP.EQUAL,TILE Lq LmcH5Er ®OVERLAP BALL LATCHES NOT�5 BORDER W/20" TILE ON A 45' TO BE INSTALLED OVER 1/2" CEMENT NOTE: NOTE: 1I5E PWAWINGS AJ?E INSTRUMENTS OF SERVICE & BOAW, U.O.N.WALL ANP FLOOR GROUT TO HAVE WATERPROOF G.C,TO VERIFY W/ OWNER ALL 51ZE5,5TYLE5,TYPE5, OF Ad-L INr. & EXr,POOR5 PRIOR r0 C0W ACTOR TO NOTIFY TL ARCHITECT AW TW FROPEM OF TIC ARCHITECT, APPITIVE MIXEP IN. ORDERING.G.G.TO VERIFY ALL SIZES, STYLES, I WE5, & EGRE55 COMPLIANCE OF ALL IW., OF ANY ANP ALL WEV1510N5 PUE r0 FIELP NO CHANGE5& OR MOPIFICATION5 5HALL BE PWG. NO.: aa/ EXT,WINnGW5, POOM5 PRIOR TO ORDERING, C NT,ANP OR GENERAL ALLOWEP W/O WRITTEN AUTHORIZATION PY THE CONTRACTOR WHICH PIFFEM FROM TL ARCHITECr.ANY WEPROPUCTION IN PAKr OR CON5TRUCr.MVvING5/5PECIFICAT1ON5, WHOLE 15 5TRICT LY PROHIBITEP BY LAW. A-N I i IOU I,ALL WOW TEMFOMMF12 SNAL L BE IN COMPLIANCE WITH ALL FI:nEMfU STATE & LOCAL NOT:ALL FLECTMICAL WOMK TO BF IN ACCOMnANCF WITH THE MULF5& ~� PUILnING GOt2E5 ANTI OIWINANGE5. MF6ULAWN15 OF THE N.Y,13,F.U.ANt2 A a"FIGATE MOM 111E N,Y,B,F,U, z 2.BEFORE COMMENGEMENr Cr-WORK,THE GEWMAL CONTRAG'rOR SHALL FURNISH OANEM IS TO BF PM�SFNTEn TO THE OWNFM AT THE COMPLE110N OF TNF JOB, � -Z }&AMCHITFCt WITH COFIF5 OF ALL MQUIM P WUIZANCF ANt2 W(2M fZ'5 COMFEN5AVON 't if OWNER 5RALI-PROMM ALL 5UZFACF MOU1,4M 2 LIGIiT FIXn.NZES.ALL CERIIFICATF5 INCLLNZING NAME5 OF ALL 5LOCONTRACI'OM5 INVOI.VT-W IN lit CON5TRZTI0N. OTHER ELECTRICAL EQUIP.TO BE 5UPTLIEn BY FLFGTMICAL CONTRACTOR, 3.TWF CONTRACTORS SHALL BE ME5PON51MF_FOIZ ALL t2IMEN51ON5&GONnInON5 ON 11•E ALL 5WITCW5 ANTI RECEPIACLF5 TO V* 1WTZON', 1MCORA" COLOR T,B.12. ® N Z g JOB,THE ARCWITECt MU5r M NOTIFIEI2 OF ANY VARIAnON5 FROM THE t2IMEN51ON5 5iOWN, , �j-�c'�'A� r'I20V, F,C, 5/8" GYt', t312, OVFr2 NI;W ITCI I5?0^LIGHT5 t0 M "LIGHTOIAM'f 012 APr,FQ,1121M -WHITE, 4,THE CONTI2ACT012 5NALL 5UPTLY ALL LABOR ANTI MATERIAL:�CY N ON THE n1WAgC45 BOILER ROOM CEILING AN12 WALL5. NOTE: CONTRACTOR SHALL FMOVIt2E nIMMFIZ 5Wh'CHW5 FOM ALL MCE55, S UNLESS OTI-iFt2W15F NOiFn. t2OWNLIGHr5, VWIFY LOCAT1ON5 OF ALL ELEC.M\Aa5 WITH WWI`. 5.THE GOWRACTOR 5HALL M ME51FON504LF FOR AMQUATELY BRACING+ & PMOTFCnNG ALL z WORK t2UZ1NG CON5TRUCnON AGAIN5rnAWa,BREAKAGE,CC?I.LAP%,1215TORTION& t2LPLFX ELECTRICAL MEGEPTAGI-E MISALIGNMENT PCGOMI2IN6 TO ALL APFUGABLE STATE ANt2 LOCAL GOnFS. 2O'-7 ($nn POl M F t2UFLEX ELECTRICAL MECEPtAGLF 6,THE GFN L,CONTRACrOR 5HALL PAY FOIZ ALL MI2MIT5,MrE5, & CO5r5 MWATN2 TO THE �x t2UTLEX 5FTAMATE GIIZCUIT MEGFTTACLE _ WORK OF THI5 CONTRACT.TWE CArWRAL CONTIZACrOR 91ALL INMATE ALL MQUItTI52 2" X 2' X I'-O" 12. T.CONC. FOOTING I z N INSPECTIONS OF ALL WORK COMPLET1:12 UNI2FM THIS CONTRACT'UNLE55 OTt IFI21M5E NOTFn, W/ P-4" MA, P. GONG, "50NOtUf3F" I' GJ'� 6'��j" 6'��" 6'��j" �Q, �Q, LI ' _I I�� r,i i (��1 t2Ul'LFX tZFCFPtACLE/GI201�Jb FAI Lt INTFt T ABOVE FIN.GIZAM.(TYF.7 EXr, Fr5,) cot'. $ WALL SWITCH 7.TWF 5W-GONTRACTOIZ5 5HALL AT ALL WE 11W5 MIT T rMM15F5 GLEAN srL,cot , 51L,c ANt2 AM TO Fra. I TO Fno > � RESPONSIBLE FOIZ MFMOVAL OF ALL IZI, P15H CR! ATEn PY TNFIt'.IWIVInUAI,TMAM5 L.O.N. i i $3 3-WAY WALL 5WIrCH 4-WAY WALL 5WIfCH U 8.ANY' EXT<?AS" FOP ANY PNn ALL FIFLn CONnInONS/5UB5�ANnAI CHANGES SHALL BF . . 'I I.•. ., :-I I•:•. •: ,.. $r s I�GES5Et2 t200R ACnvATF-2 5WIrCH 120GUMENT>;12 WITH niE G05t FSTIMATF &APrII BY OVVWQ ANTI OR HI5 AGENT MfOtZF l., . ;;.� t:, : ;,;:.� l:� ;.�;',:;.� F 5 �.� r< . Ma55W t20WNW6Rr(IOOW) " LIGWOLIER" OR APT.EQ, 5TA12nNG TWE Ant21TIONAL WOI�. L•- = - - = I - FXTERIOM MCE55Et2 t20WNILl6W C IOOW) " i,16W L1ER" OR APT.FQ, 9,nOUBLF FLOOR J0I5f5 AM r0 BE IN5TALLFt2 UNMIZ ALL W U TARTITION5 RUNNING �\�\ TAMALLEL TO THE FRAMING.PROVInE nOUBLE N12R,JOISTS AT ALL OPENINGS.MFFFM TO I CEILING MOUNsr JUNCTION I30X �� \\\ LINE OF BASFMFNT MR,WALL BELOW.(11W.) \ �� CONSTRUCTION VWG 5.FOR SIZES, 6 1 I :1:. \\ • WALL MOUNTFIZ JUNCTION BOX 10\� 10,ALL FRAMING LUMBER rO BE POW[-A5 FIR 42 CON5r,GRAIT OR 50. 7N� \" �\ ` Sc l . � WALL MOUNTFI212U&5PMIC t1 , �\ II,ALL FXTFRIOR 5TrAPTING TO BE ABOVE OM MNFATH EXTERIOIQ 5HEATHING, - \ �' \\ '�::::�^•� 1 , `• '- �' NEW GEIUNG MOIlNTEIZ JUNCTION Box FOR Sl MZFACE FAN/UGHT �� 12.THE CONTRACTOR SHALL PMOVIt2E SWOT�MAWNG5 FOR ALL 5TECIAL WORK SUCH A5 BUT �.;..t,•+. IJII.y; 1 12 6 III WITH nl1N 5WITCN AT WALL,FIXTURE TO BE SUPPLIEn BY OWNER, NOf LIMITI;n TO: MILLWORK,SPRINKLER SYSTEMS ANTI STEEL WORK.ALL SHOP 12RAWINGS l:Y I /• 5c t3III :., •; f:•.' I NFW CEILING MOI \nt2 JUNcnoN Box FOR ma55Et2 EXHAUST NEEt2 THE APPROVAL OF THE ARCHITECT FROR TO FROG PING WITH THE WORK, = 1 I I ' r:�(! '. : 1 8" T.CONC,FIZN.WALL W/ 2'-O" W.X „ „ I'-O'� n,T,GONG, FV G.COW W.W.M. IN FAN/LIGHT WITH nUAL SWITCH AT WALL, "MOAN" NFAVY 12UfY UNITINN, \ 1 }.• ,•i. OR APF,EQUAL, • � I I I ��r•_� ALL WALL5& FOOTINGS.<TYP,ALL AREAS), i i I _ i _ 4� NEW GABLE TV MFGFPTAGLE (W BE W1M V TO GENT,CONTROL BOX) 6 1 Id r 3 9 2 X 2 X 1 O P. T. GONG. FOOTING W I'-O" MA, P, CONIC, "50NOTU3E" I" Q Si NEW STRUGTI MZEt2 CABLE C TO BF W11�t2 TO GENt.CONTROL BOX) ABOVE FIN. GRA r_.(TYP.7 EXr,FT5.) 1 I�:' r• 05P 5MOKF/CARBON MONOXIM MTFCTOM: 1TO BE WIRFt2 TO CENTRAL 1 :, CONTROL BOX. MIZ MQUIREMFNr5 BY THE NEW YOMK STATE ME51t2ENnAL CON`9rIZUCTION COM,WG CERTIFY - _ _ _ 1, •- } 1 NEW nOOMBELL THAT TI , V2 5IGN CRITERIA 15 VON5 MIZ PRESCRIPTIVE M516N,A LL OF THE LOAV r:;, - ,, - h CALCULATION5& 5TRUGTURAL FLANS COMFLY WITH ALL OF NEW YORK 5rAW CON5TRUG110N : ,• nj 3 9 NOTE; ALL OUTLETS IN GARAGE AREA t0 BE ON A S,G. v 1 COM BA5En ON C AF&PA) I II -:-• .•� ALL ELECTRICAL/LIGHTING 5Y5TFM5 5R&L COMPLY WITH THE W5check COMPLIANCF Cb ............ I' I;'�:• •' :'1 5 P.CONGRIiTE 5LA13 W/ W.W.M. CERf1FICATE(ENERGY COM 2018 IFCC)AILONG WITH ALL FXHAUSt 5Y5TFM5, 6'-6" 1 �Q," I f•�'�� 1}. ���,'i .� THROUGHOUT OVERTAMTFI2GRAVEL13A51%, / VJ.F' - -A ...... �.=._`; FOUNPA1'ION NOBS ---------- i 7 2 I,BASFn ON 501 L.BEARING CAPACITY,TWO IONS PEM SQUAJ2E FOOf MINIMUM SUBJECT r0 ;�. (IIIIII Q. �Q• !-�- FIEW INSPECTION ANIZ VERIFICATION. .k. \\�� NUM. n 2,ALL FOOTIN65 TO BE GARMIEn POM TO UNP15fl"N2 SOIL,NO FOOnNG 511�J L PlE 5ET " ' ' II I I I U ►, HIGHFM OM LOWER THAN A 3O t2EGMEE ANGLE MOM ANY OTWIZ FOOTING. STET FOOTINGS I i;'f'.' .�1 f:°' ',::•I \ I::'. I z z AMETO RAW A3OM6MEEMAXIMUM, _._._ -._._._---Er = i'r1 = -.-.-.-il•T ;=ice=._ -.-, _._._._ ': :r. lU i i i FIRST FLOOR WALL ABOVE C"IC&) L_' -•� L-- -:� � C�"'•�`y - - - �' 3,PROV, 5/8 t21A,X 10 L,Sn..BOLTS THROUGH t20U3LE SILL TLATES FMBEnnEt2 INTO - CONCMFTI; a NO MORE THAN 3' O,C. &6" -12" MOM ALL PLATE INTI;RSFGTIONS•TROY, I ,..O�i 3 SQUARE WA5HER5 ON ALL BOLT5,(TYPICAL ALL ATA5 OF FOUNVA110NJ 8" P,GONG,F12N,WALL W/ 2'-0" W.X �� P-O" P.F.CONC.FV6.COW.W.W.M. IN 4,ALL CONCRETE r0 BE 1:2C3 MIX: 2500 W.CAPACITY UNLF`-6 OMF- W5E NOTFIZ OM ALL WALL-5& FOGIMU5.(Tr?.ALL AITA5), 1 0'.6'' 2'' X 2' X P-O" n.P.GONG.FOOTING V.I,F, I r :'•: I•j 'I �-f Z (Tyr.8 I riRIOM FOOTINGS) 5, IF CONCRETE r3LOGK FOUN2AnON5 AIZF r0 BF U5En,TIiF MOCK 5NALL t3E A5TM-45 W/ ,.. - - - .•' FULL MORfAM JOINt5,COMNEM5 AMM t0 HAVE COME5 FILLER 50LIt2 W/ RE-INFORGEMENT. COW-5 WITH ANCHOR BOLTS AME TO BE FILLEn TWO COURSES GOWN,SFF NOTE 3 ABOVE. PROV. 5 1/2" SQ, 5tRUGT,51'1.,COL, "' • !- `~ `- 1 t BOLL TO FTC, & GIMnEM/PEA,.5 A13OVF. 1 T I TROVIt2E 0.025" ALUMINUM TERMITE SHIELb5 OVER FIBROUS IN5ULATION AT ALL C TYPICAL 12 LOCAnON5) _. L._._ _. _.------ 6. PFMIMFTFtZ SILLS, PMOV.CONr, 2 fHK.I I2,4 GRAM FOAM 50 7.ALL WOOIZ IN CONTACT WITH CONCMcT�OR MASONRY t0 BF WOLMANIZFt2 OR PANEL 2 BELOW FIN,GRAnF C TYP.ALL PRESSURE TREATER, PMOV,WAtGHnOG WATI R PROOFING ALONG " -� 1 I I I I I 1f r 5" T.CONCRMTE 5LAB W W.W.M•ALL rMIMFTEM OF FOUNt2ATION WALL BELOW - ! '.�::? L. �'� / �;-- '� BASEMFNt OVFM TAMPEn GRAVEL BASE, •..4 II ! / I.^' •I I (GAR. SLAB ONLY-SCOFF TO GAR. PR,) FIN.GRAnF. INGL,TAMGEt2 JOINT BETWEEN _ _ _ I• _t _. ' ' FOUNPATION WALL ANP FOOTING. _._,_ -:�: :=:F: :� {_:_:_:_:_:_;=I ? :=:_:_:�:-:-;3: I Z3' lt\ CO Ali 5LAC3 MoV- NOR, 37' 0 L.-.r._I._._. TROY.4' t2•(V.I.F.) CONC.W1NPOW WELL _I l TOP OF 6" THK,P.CONC.WELL TO BE 5" :;. .......••...•. LF `'' ' :: Itu ABOVE GRAM.PMOV. PIZAINAGE GRAVEL TO ' 14 R. 3 BELOW BorTOM OF ' n,COW.FOor'G, I I I I I I I I I I I I I I 10'-I I" PMOV,FLUSH ALUMINUM MFMOVEABLF GIZATF '' V,I �, �-, _---�� '•--�----�\\-__•-•-'"����/ ^: I IfII CONS. W THK.BLUFSrCINF GAP.COW. FOOr'G,: I'-6" W.X P-O" t2.'56" 13.F.GM, ''" ...•.•........ �-y C TYP.5 BA5FMENT WIN12OW LOCATIONS) PROV,BEAM FOCITf(51Zr A5 MQUIM P) & ' ALLOW 5UFFICFNf 5PAGE FOR TAL SHIMS. t �Q' (TYPICAL ALL FOUNnATION/GIMnER AREAS), FMOv. 4 - 5 1/2" 50, 5TRUGT, 5TI-.COL. BOLT TO NZN.AT THF5E LOCATION5 TO I l INt2ER5Vr- OF CANT ILFVFR PM5.A13OVF, 12�-1 i i -.-.-.`._.=.=,c'� h•1=:= =._._,_.-.= k' I 50' F. CONCMfr- 5LAB W W.W.M. W/ ��_ '•_� CON1', HAUNCH SLAB FTC. C OVFM LAMP t7 GRAVEL BASE(TYP, BASE.AMA). 1' -1 Is ;'•. v; :: ,; ° "•" a.`,. HAUNCH 5-AO: 2 W. X I -6" t2.W/51WL • �,'lll ,L..,i,,•_-_. _`-'y(.JL:t-•.•�.�\ .L'.i��i�-_.�:J•�.'�'+r'�i..:,�•1•i.��•�L.'�4.�I ;• 16' I III, 10'_711 SAC,"A" 13A51� M[� N-r PLAN a t, � o 0 0 0 ZI OF N N N N 5CALF: �� .ram �i �i �i 1/ 4 I .-Oil N O I �--5� NOTi~: O I%I I C 1� 51�� nWG, NAME WICAZ5 BEAMING POINT LOAn MEF.r0 HEATING &A/C DATING NOTE5 t2WG.A-N. �H11115 �Qt Ulr,rM AFL 6MEP•CMING, M�N1- PROV.UNPrRGROLNP WIRING TO A 200 AMP PANEL. Off SEPARATE UNr2ERGROUNt2 LINE FROM THE METER PANEL. PLAN T7 PROVIM NEW CU5TOM 5TAIM: FLOOR TO FLOOR HT.-9'-0"-+-/-W.F. NOTE: TI-V5F PRAWING5 ARF IN51RUMFW5 OF 5FRVICF& STAIR t2E5CMIPTIOM CLEAR MEn OAK TWAP5- 11 -1-/-, CLM,TINE OOITMACTOM rO N011FY THE ARCHITFCr At2I;THE PROMMTY OF THE ARCHITECT. RI5FR5.FOMMEn OAK MAILING ANt2 TURNF_V OAK 5PINVLE5, RAILING OF ANY ANTI ALL MFv151ON5 VX TO FIEL12 NO CHANGE5&OR MOn1FICAnON5 5RA L BF t2W6, NO,: GONTINI,IF5 ACROSS BALCONY ABOVE, G Nr,AWI2 OR GENEMAL ALLOWED W/O WRITTEN AUTHOMIZAVON BY THE GONTMACrOIZ WHICH nIFFEM FROM THE ARC HhTCr.ANY MrRMXnON IN PART OR GON5MUGr,PFAWING5/SPECIFICATIONS, W-MF, 15 5TRICTLY PROHVITN2 PY LAW, A-0 i 1.ALL WORK rEWORMEP SHALL BE IN COMFL1ANCE WITH ALL FMMM, %ATE & LOCAL NOTE:ALL ELECTRICAL WORK TO BE IN ACCORPANCE WITH THE RUES& U BUILDING COPES ANP OIZPINANCES. REGULATIONS OF THE N,Y,B.F.U.ANP A CERTIFICATE FROM THE N.Y.B,F.U• 2.BMFOIM COMMENCEMENT OF WORK, THE GENEIZAL CONTRACTOR SHALL FURNISH OWNER 15 r0 BE FRESENTEP TO THE OV\MER Ar THE COMPLETION OF THE - &ARCHITMCT WITH CO'IE5 OF ALL MQUIRMP INSURANCE AN12 WORKM'S COMPENSATION 11f OWNFIZ SHALL FROVIPE ALL 5UWAa MOUNTED LIGHT FIXTUM5.ALL Z CERIIFIGATES INCLUDING NAMES OF ALL 5U3GONTRACT`M5 INVOn-VEP IN TIC GONSTRUCTION, OTHSIZ ELECTRICAL EQUIP,TO BE SUFFLIEP BY I:Lr-CTIZIGAL CONTRACTOZ, Q 3,THE CONTIZACTOR5 SHALL BE RM5FON5IBLE FOR ALL nIMEN51ON5&CONDITIONS ON TI-IF ALL SWITCHES ANP RMEFTACLES TO BE 'LUTRON', "DECM-- COLO"P.n, JOB.fW ARCHITECT MUST BE NOTIFIFn OF ANY VARIATIONS FROM THE t2lWN51O�15 SHOWN. RECESSED PCUI�MI IGHrS TO BE "LIGNrCn TER" OR APp.EQ,TRIM -VVHITI;Je/ ® Z g NOTE: CONTRACTORZ SHALL FROVIPE DIMMER 5WIrCHE5 FOR ALL RECESS, Z 4.TI-r CONTIZACTOIZ SHALL SLk'PLY ALL LABOR ANP MATERIAL SHOWN ON THE PFAWINGS POWNLIGHTS, VERIFY LOCATIONS OF ALL ELEC, DEVICES WITH CLIENT, Q -s UNLE55 OTHERWISE NOTED, 5.THE CONTIZACTOZ SHALL BE RMFONSIBLE FOR ADEQUATELY BRACING & FROMCT1N6 ALL WORK PURING GONSTRUGTION AGAINST PAMAGE, BMEAKAGE,COLLAPSE,PiSTORVON & PU'LEX ELEGTRICAL RECEPTACLE \ Z MISALIGNMENT AGGO RPING TO ALL APPLICABLE STATE ANP LOCAL COPES, MOM. 6 NOM 6NOM, , DOU3LE PU'LEX ELECTRICAL RECEPTACLE Z _ . 6,THE GEN'L.CONTRACTOR SHALL FAY FOR ALL PERMITS, FEM, & COSTS WLATEn TO THE FMOV. NEW FOMCH PECK.TYPE T.B.D.BY 19 I 5, I -011 I'ROV. NEW 51PE PECK.TYPE T.B.P.BY 4)5c PU'LEX SEFARATE CIRCUIT RECEPTACLE WORK OF THIS CONTRACT,THE GENERAL CONTRACTORZ SHALL INITIATI;ALL MQUIMP CLIENT.TYPE "A" TO BE WOOF PECK A5 NOM, V I CLIENT,TYPE "A" TO BE WOOn2 PECK A5 IN5MC1ION5 OF ALL WOW COMPLETEP UNDER THIS CONTRACT UNLE55 O H1 I WISE NOTED. MAPPECK OR STONE/F.GONG.PECK, I 6"NOM REAM PECK OR SrONE/F.GONG. PECK. (Vaq PUFLEX RECEFTAGLE/GROUNP FALLT'INTrMLPr � � � (TYPICAL ALL AWAS) .col-. STL,col-. (TYPICAL ALL AREAS) 7.THE 5UR-CONTRACTOIZS 5K&L AT ALL 11ME5 KfrP THE PREMISES CL /\N AN12 ARE TO FI2N. �Q �Q $ WALL SWITCH N W5pON5IPLr FOR REMOVAL OF ALL RUBBISH CREATEn BY 11-INIZ INDIVIDUAL TRAMS U.O.N. 5 1 — — — --� ' — ' — ' — • — ' — • — • — • — ' — • — — 'mot — — — — — — — — B — — GFi — • — — • — 5 i 1 $3 3-WAY WALL SWITCH 4-WAY WALL SWITCH T 1 $n5 RMF55ED POOR ACTIVATrW SWITCH h�l V > B.ANY"EXTRAS" FOR ANY ANP ALL FIELD GONPI11CnJ5/SUC35TANTIAL CHANGES SHALL BE — — — — — — — — — — — — U �# nOGUMENTVt2 WITH THE C05r F_511MATS &APFMOVEP BY O>u F-IZ ANP OAF?H15 AGENT BEFORE - — . — . — . — — — • — • — • — — • — • — • — • — • / "i �� REC 55EP nOWNLIGHr<IOOW) " UGI11 OLIEM" Ong APE,pQ. - qN Co STARTING THE AnDITIONAL WORK, ' - - ( -q�6 EXTERIOR Ma55E1:9 nOWNLIGHr C IOOW) '" LIGI-ITOLIER" OR Arr.EQ. N 9,POLOLE FLOOR JOI5T5 ARE TO BE INSTALLED UNMIZ ALL WALL FAR11TION5 RUNNING _ + 5' CEILING MOUNTED JUNCTION BOX rARALLEL TO THE FRAMING, rIzomPE POU3LE HDM.JOI5T5 AT ALL OPENINGS,REFER TO NOM � ��\\� �\\ CONSTRUCTION PWG'S.FOM 51ZE5. - --- i _ _ I \ \� -- i - _ I WALL MOUNTED JUNCTION BCC \\ \ 10.ALL FRAMING LUMBER TO BE POUGLAS Fit; #2 CONSr,GRAPE OR Eo1, I / L ; �npOOM- I �� �\ y WALL MOUNTED PURL SPOTLIGHT 12-o x 14 -0 x3 \\� � I 1 �O 11.ALL EXTERIOR TFAPPING TO BE ABCNE OZ BENEATH EXTERIOR 5WAThIING. 1 1 , 5 (2,"6 I, 1 r p f3, / i I r I NEW CEILING MOUNTED JUNCTION Box FOR 5LWha FAN/LIGHT S\\\ �\ 5, „Xi / f / WITH DUAL SWITCH AT WALL. FIXTURE TO BE 5U'FLED BY OWNER, 12.THE cONTRAGrOIZ SHALL pROVIPE SHOP nRAWINGs FOR ALL SPECIAL WOI�:SLIGH A5 Bur NOM. ' ' �� / I N No EED1 APPROVAL OF THE AI2GNIT1%Gr pFICnZMO pFOGnING THE WOIZKWINGS I I ' C p i / �/� ------J NFW OILING MOUNTSn JUNC11ON PDX FOF'FSC�55En�XNAII�yf ��� . TW FAN/LIGHT WITH DUAL SWITCH AT WALL, "mom" HEAVY DUTY UNIT \��: O i11 1 it 1 -61 OR APE.EQUAL. / 4 NEW CABLE Tv wcr_rrACLE C TO BE WIRED TO GENT,CONTROL BOX) I �� 1 I Imo' i dye NEW 5VUGfUA Fn GABLE (TO BE wmt2 TO CENT.CONTROL BOX) 17� Ow SMOKE/CAMBON MONOXIDE DETECTOR: TO BE WIMP TO CENTRAL 611 COMMOL PDX, _ Ct. MR MOUIM-MENTS BY THE NEW YOMK STATE R 51MNTIAL CON5TRUG11ON COPE,WE CEMTIFY 9' G.N. ' I6 16 NOM, � NEW DOORBELL THAT THE PE516N cMITERIA 15 PONE PER PW5aIFTIVE nM516N,ALL OF THE LOAn 16 CALCULATIONS& 5TRLIGTURAL FLANS GOMIOLY WITH ALL OF NEW YORK STATE CONSTRUC11ON CODE BASED ON C AF&PA) a 11�-r �-�/ � ' t 6"NOM. 6"NOM. _____-,�__ ZZ' -I'I NOTE. ALL OUTLETS IN GARAGE AREA TO BE ON A S�,G. ALIGN W/ Y r _ _ _ �_ 4 8 NOM, W 6'—6 I I i ALL ADOVE////, 3 6 4 -� 5' PN cC' VENT ll'E TO q' "p x �„ I I 1 x9•-6. 111 I / Irl i O O FL. 1 // / \ I / I I 1 + 1 15 W 9' G.N. NOW 5� 1-011 P irnNG A F-A - 50' 16'-0"X 19'-0" WN. /// 11�\ "NOM, 6"NOM, / i 1 _ _ ,-- __ ` �lM k z 3'-•� , -bi, 11 I f 5 -bi, '-6" rJC3 Z113 J_ Mt I V.I.F. �I I 11 1 I NOM.T 1 V a �. 11 � / / I l 1 1 38 6 MOM, y' 1 i \ � Q,�`k 11, „ I , 1 , 1 z V,LF Cl . A I ! 1 I ,.x .-o„ I wA�L1 N W/ 11 I la Vr I / I O'-6"X 22'-O / , I 1 2 -lo IV, , + - -- - - __ _ - NOM. 6AZA,6E WALL-AD 19 1z' Lr 13t�oI?OOM-2 i ALIGN wi a 12 rO®-6 9 WALL ABOVE 1 10' C N, -'_` I 1 ,- FOYF_I: -- --� �' ire r�p� Orr r 1 Ir ,' 1O, c.H. \� -qulred n ' er 1� 12'—111 9, _8„ iL\ v 8" 1113'-6" •Jr3 F �I i // NYS Co e 611 NOM, 1i - ------------------------ __ 16'-O'' �Q, . 2' I EQ, I ®sn FR MEW W FRONT DECK.TYRE T,B.P.BY _511 FL, CLIENT,TYRE A TO BE WOOD DECK A5 .tad' ct V.I.r- REAR DECK OIZ STONE/P.GONG,PECK. (TYPICAL ALL AMEAS) _ GLE COV'n FRONT p012CN 1 1 j 3' 1 O'-7 11 211 _611 O, ly ��'y\•r OM. NOM, NOM. r � C."A" MAXIMUM GLOSS F1,00P-, /WFA; > F I PN,5f FL, 00 P- LAN TMSF, AMA5 F_XaUP� PA51MFN1' p012CN1�5 / P�CK5 OR 'MC, F119,51' FL.00R AMA: 1,726 5,F. %CONL9 FLOOR ARI Ah 5.F. a 1-01-AL FI-OOR AMA., 3,499 5.F, &LOWAI31.F_ N OOR AMA: 3,500 5.F, N _ _ c6 SCALE: NPICAI'E5 BEARING rOINrLOAn O I nWG NAME: PROV.ALLOWANCE FOR 3 CUSTOM BUILT-IN WALL UNITS TO CLG. " " CLOSET INTERIOR TO GON515T OF 5 FIXED 5HELVE5 ON RIGHT D-111115 LOAP MUST BE TRANSFEREn 4,�0.24 VENEER TO BE STAINED WALNUT OR AFF.EQ.ON ALL EXFOSEn 51M (1/2 CL05Er WIPTN).LEFT 51M TO CON515r OF CONT,FIXEP r�F."G" FROV.FOL.CHROME O.H.EXHAUST FAN r013E PLICTEP OUr51DE W/ ADEQUATE VERTICAL BRACING. H125f r-1-0012 SURFACES BON INTEMIOM/EXTERIOR, INTERIOR rO BE VE 510 EP GOAT MOI7& FXEP SHELF, UNIr5 TO BE MAPS OF GLEAIZ FINE APJ.EXT.WALL.ALLOW 02,800.00 FOZ UNIT ANP PUCTING, FLAN PER CL.IWV 5 REQUIREMENT W/ INTERIOZ LIGHTING. PAINTED V// 3 COATS OF BEN. MOORS 5EMI-61_055 FAINT. " " FROVIPE 10" PIA.EXHAUST VENT-(6ALVANIM2 & SGREENEP) NOT: TW%PIZAWINGS ARE INSTRUMENTS OF SERVICE & CLOSET`INTERIOR TO CON515T OF CONT,FIXED COAT ROP & 5H, TO EXTERIOR WALL 5OFFIT AREA. CZ3RfRACrOR TO NO11FY'HE ARCHITI;Cr ARE THE PROPERTY OF TlV AMCHITECT. UNITS TO BE MAnE OF CLEAR PINE FAINTEn W/ 3 COATS OF BEN, FROV,CUSTOM 1/2" THK,TEMFEREP FRAMEMI 55 SHOWER POOR/6LA55, OF ANY AND ALL MV15ION512LE TO FIELP NO CHANGES&OR MOMFICA11ON5 SHALL BE MOORS 5EMI-61-O55 FAINT. VERIFY LENGTH IN THE FIELD X 7' H. G I ,CL NYf,ANP OR GENERAL ALLOVv1;P W/O WRITTEN AUMORIZA11ON DY THE nWG, NO.: CONTRACTOR WHICH PIFFER FROM THE ARCHITECT.ANY REFROPUCTION IN PART OR CONSTRUCT,12IZAWIN65/SFEGIFICAnONS, WHOLE 15 511ZICT1,Y FROHII31TEt7 BY LAW. A- 1 1 i ��N�� Notes I.ALL WORK r5RFCVMMI2 SHALL BM IN COMPLIANCE WITH ALL FMt2MRAL, 51ATM & LOCAL r•"'1 � � - PUILnING COt2M5 ANP OIZPINANC�5. 2.BMFORM COMMMNCMMENT OF WORK,THM GMNFM CONTRACTOR 5HAU..FLRNI5H OWNER &ARCHITECT Will COPIES Or ALL REQUIW-t2 IN5WANC:M ANP W01K1;R'5 COMPEN5AT10N Cr--RVFICATE5 INGUVING NAMF-5 OF ALL 5UXONTRACT0R5 INVOLVER IN 11F,CON51VIX1I0N. F >- N 3,TM CONTEZACTOR5 5HAL,BM RM5rON51B,M POP ALL IZIMMN51ON5&CONPMON5 ON TW ® � Z g JOB.THE;AIZCHITEGT MUSE BM NGIWIE tP OF ANY VMATION5 FROM TW PIN MN51ON5 5HOWN. ? U1 4.TNM CONTRACTOR SHAM, SUPPLY ALL LA130R ANO MATERIAL SHOWN ON THE t2RAWIN65 a u 1 WL-F-55 OTHMRIM5M NOTED. U 5.T1-IM CONTRACTOR SHALL BE W5PON51BLM FOR A2MQUATMIY BRACING 8 PROTECTING ALL WORK 12URIN6 CON5TMZTI0N AC,AIN5T 12AMAGM, BRMAKAGM, COLLAPSE, P15'ro"ON & Z MI5AU6NMMNT ACCOMNG TO ALL APrLICABLM 5TATE AN12 LOCAL COI2M5. - 6,THE;GMN'L.CONTPACTOIZ SHALL IFAY FOR ALL PMRMIT5, 1`MM5, & CO%5 RMLATMn TO THM WORK Or V15 CONTRACT.THM GMNMRA.CONTRACT012 5HAL, INIT1AT1;ALL RMQUIIMP r V IN5rMCT1ON5 Or ALL WORK COMPLMTMt2 UNt2MR THI5 CONTRACT U IF-55 O1HMRW5M NMP. 7.THE:5Uf3-CONTRAC1`OR5 5HAL1,AT ALL T1w5 mr-r lit I' mi%5 ctxhl\I ANP A15 RW5rON51BLE r0R REMOVAL Or ALL R 01315H CRMATMIZ PY THEIR INPIVIPUA.TRA,GM5 U.O.N. 8,ANY"EXTRAS" FOR ANY ANP ALL FIMP CONI21T10N5/5LV5-rANTlAL CHANGES 5WL,BE VOGUMMNSP WITH fW COST M511MAZ &APp10VE12 BY OWNER ANP OR 1.115 AGENT Mr-om - 5TARTIN6 THE;AVVIT10NAL WORK. \O\\�\\\\ \\� 9,t20UBLE F,00R JOISTS ARI;T fa O t; INSTALLE:t7 UNI2MR ALL WA,,L PA12T1110NS RUNNING �\\ \ �\ I'ARA R-TO TIC FRAMING,pROVIt2M PO1,1t3LR HM. J015T5 AT ALL OPMNINI65. MFF-P TD 5 I.-COLT. 5TL.COL. \\ � CONSTRUCTION t2WG 5.FOR 51ZM5. ro rrG. r0 Ft2N, - rIZOV. 5 1/2" X 5 1/2" ACQ. P05T5 OVER 10.ALL FRAMING LUMBMR TO BM t20UGLA5 FIR #2 CON5T.GRAt2M OR MQ, r� -� r-` --I r--� f— ------------------- ---------------- -------- r--, CONC. 10" VIA.r1'G• I" APOVt: FIN•GRA V. I ABOVE A 2' X 2' r,CON(. FTC,(TYP.Al) 11.ALL EXTERIOR 5TRMPING TO BM MOVE OR BMNMATH FYSIZIOR'SNMATHING' W GO'S TO GOAT�LA51 iFt7 ACQ,I iE AI R. \ \\\\ 1 1 \ � \.. \ L_ J J I J TYPICAL ALL FIRST FLOOR t2ECK AREA5) 12.TI-f CONTRACTOR SHALL FROM M SHOP PRAWING5 FOR ALL 5rMCI&VVOW 5UGH A5 PUr - - -- f -- -- -. -- -- -- -- -- -- -- -- - \ NOT LIMITF-t2 TO: MILLWORK, 5PRINKLER 5Y5TMM5 ANP 5TMML WORK.ALL 9-IOP PIZAWNGS PROV.COAT.VERSAII;X FASCIA BOARI2. �� \\�\\\\ NMMb 11iM APPROVAL OF TNM ARCNITMGT PRIOR TO PROCMMCJING WITH TIC WORK. C TYPICAL ALL EXPOSMt2 5112E5 Or t2ECK5.) 1 I PROV, 2 -1 3/4 X 11 7/8 GP MICRO-LAM \��.,���\ I � LVL OVERALL t2R./VVINI20W/& TRIM OPGS• �\ MXTMNt2 8" BMYOM2 ACTUAL OPG, FRAME 61\ PROV,GOAT.211 X 911211 A.C.Q.GIRt2ER I I OPENING ABOVE WINI20W WnI.-rLU5H HPR. C TYPICAL ALL t2MCK5.) � � I j I 3 I 3 3 I PROV.3-1 3/4" X 11 7/8" GP MICRO-LAM r d a 'S I ro j I LVL W C CONT.) N O� I I 1 \u j \� \u I FLU5H GI1 r-R RM%NG IN BEAM POCKET5 I I �., O O t`O BOTH EN25, (TW.ALL BA5MMMNT G WNZ5. PER RMOUIRMMMNT5 BY THE NEW YOM 5TATM RM51PFNIAL GON5TRUGTION GO12M,VVF CEt211FY L - x� x� x� I x� ! x� x ___ _� I � I rROV. 2-I 3/4" X 117/8" GP MIGRO- THAT THE PrM%N CRITERIA 15 t20NE PER rm5GRIPTIVM RESIGN.ALL Or THE LOA2 - N - N - N 1 ! N �' N �' I LAM LVL UNt2 R ALL PARTITION5 C TW. IN L_ h CALCI LAT10N5& STRUCTURAL PLANS COMPLY VVITN ALL OF NEW YORK STATE CON5TRUGT10N CObM BA5M12 ON( AF&rA) I I " LINE Or rIR5T FLOOR WAAL A3OVI-(1W.) I ! I - I I I I _ I PROV,CONT,WIZ5ATMX FASCIA BOARV. r -- -- - -- -- -- -- -- -- -- - - - - L I I r J (TYPICAL A-i-MXrO5Mt2 5112E5OF I2MCK5•) rROV.CONT. 2" X 911211 A.C.Q.GIRt2MR PROV. SNEAR WALL 1-101-12-1:20WN5 FROM - - - - -- -- -- -- -- -- -- -- -- - � - j l r_ (TYPICAL ALL t2EGK5.) THM5E LOG,TO CORNER.Mr-,TYP. PF-f.t7-11, I I l I I VWG.A-6 C TYP,ALL EXTERIOR CORNERS) PROV, 2-13/4" X 11 7 8" GP MICROA AM I 3 I 3 I:_ ._ 3 3 I U ll1 LVL OVER ALL t2R./W1NPOW/&TRIM OP65• � .� - - - - -- v I j Z z EXTMNP 8" BMYONP ACTUAL OPG,F,U5H Ht2R. I\u I u f I -Co.F.J. \ \ \ \ I \ I \ 2 X 10' (TYPICAL ALLARMAS) �- I t`O t`O -----i i�O �O i �O I6^oc•(rw•ALL) S� x� x�z xt _ _ I jx�D x\Z j x\Z NIL I ,• I I I k j I I I I I I F- r -- --------------------------------i O LINE OF FIR5TFLOOR WALL ABOVE(TW.) �u ib I I PROV,2-I 3/4" X I 17 u/8" GP MICRO- I x� I r 0 r I LAM LVL UNPM ALL PARTITION5(TW.) I _ �_ I O PROV.,5-I 3/4" X I1 7/B" Gp MICRO-LAM LV,(CONT.) �,L I � I FU,15H GIRI2MR RESTING IN BEAM POCKETS I j j l j I 1 BOTH MNt25, C TYr,ALL BASEMENT 0112MR5, I I I I I 1 I I i i I I I ! i L L I ! L J PROV. 2-1 3/4" X 11 7/8" GP MICRO-LAM -• _ �L _. _ _. I I LVL OVFR ALL PIZ. WN20W/&TRIM Or65, - � - - I � ;� EXTENP 811 BMYON2 ACf AL OPG.FLU5H HPIZ. C TYPICAL ALL ARMA5) r0 h0 xI I x\o I x�z PROV.3-I 3/4" X 11 7/8" GP MICRO-, I N I N LVL(CONT.) ? I I I I 1 I FLU51-1 GIRhMR RESTING IN PF-AM POCKETS BOTH MN25. (TYP,ALL BA5MMMATGI1t2MR5, I I I I I I I I I I I------------------------------------------J I 1 ---------- --------- ---------------- I I - -J I r-- 1 I I I L- --- ------------------------------------- --- -- I I I I I I I I I j I I rROV.5HMAR WALL HOLt2-t20WN5 FROM I I I I 1 PROV. NEW rizomr 12MCK,TYPE r.P.P.BY TW5M IOC.TO CORNER.Mr.TYP. t2ET.V-11, I - -- - -- ' -- -- -- -J I CLIENT.TYPM "A" TO BM WOOD 12MCK A5 _ PWG.A-6 C TYP.ALL MXTVRlOR CORNERS). I 1 RMAR I2MCK OR STONE/r,CONIC, t2MCK, (TYPICAL ALL Al VA5) G�GG lu ..�I.•C.I I [�I I � z 1 N r � >r fl OO O P CKFP,,AM1N6 PLAN � �r��ti,� F� �- TH15 nt2AWIN6 15 FOIZ MFMWCE� ONLY ANP 15 NOr INTF-NnF-n fO t3f-�- 5CA..E,:12. k ����' V Qs 5CALM: I/ 411 , I -OII NOT: Nt21CATM5 BEARING POINT LOAd2 0l �% (C 5��' PWG. NAME: THI5 LOAM MUST BM TRAN5MMP W/ AIZMQUATM VMtZTICAL BRACING, IN2ICATM5BMARINGPOINTLOAD 4.�0,24 FI125rFI-. MCK To t3ASEMENT, FRAMING PLAN NOTM: TW5F-WAW%5 ARM IN5TRUMMNr5 Or SERVICE & COITTRACTOR TO NOTIFY T1-IM ARCHITECT" ARM TW rROr[RM OF TW ARCHITECT. OF ANY ANP AA, RMV1510N5 RE TO FIM P NO CHANGM5&OR MOPIFICAAON5 514ALL PF- IZW6. NO.: COWIT[OR5ZCIENT,ANb OR CVNF-M ALLO\WV W/O WRITTEN A 1-MIZATION PY THM CONTRACTOR MICH PIFFMR FROM THE ARCHITECT.ANY RMrR012UGT'ION IN FAKr OR CON5f)Wr.PRAWNG5/5pMCIFICAT10N5• VMOLE 15 51RIGTLY ITO-11PI'V2 PY LAW. A I � I i Q�Nrlr& NOBS FL-FICVIC& 11�6FNP I.ALL WORK PMRFORMMP SHALL BF IN cOMPLIANCF WITH ALL FMDMRAL, 5,fm & Moc& NOTE:ALL MLFCTRJCAL WORK TO BM IN ACC(Xt?ANCE WITH THM RLLM5& � l� BUILDING COOF5 ANP ORDINANCES, RMGULATION5 OF THE N,Y,B,F,U,AND A Cr"rICATF FROM THE N,Y,B,F,U, 15 TO BE PRESENTED TO T1-�OWNER AT TW COMPLETION OF Tl-� JG>I3. 2,BMFORF COMMFNCFMMNf OF WORK,TWGMNFRAL CONTRACTOR SMALL FURNISH OWNER THE OWNER SHALL PROVIDE Ai,SURFACE MOUNTED LIGHT FIX1'LIRFS,ALL &ARGNNI;GT WITH COPIES OF ALL REQUIRED INSURANCM ANP WORKFR'5 C:OMPMN5AT10N OTHER ELECTRICAL FQLUP,TO BF 5UPPUFP BY MFCTRICAL CONTrACt012, Z CFRTIFICAZ5 INCLUDING NAMI;5 OF ALL 5UBCONTRACTOR5 INVOLVMP IN TW CONSTRUCTION, 5 3.TNM CONTRACTOR5 SHALL BE RM5PON51BLF FOR ALL DIMFN51ON5&CONnITION5 ON THE ALL 5WIrGNM5 ANO IZMEPTACME5 TO BE 'MUMON', I DMORA" COLOR T,B.P, JOB,1I ARCHITECT MUST BF NOTIFIED OF ANY VARIATIONS FROM THE DIIVIEN510N5 SHOWN, 'I I 1 Ma55FP POW V61G 115 TO BF "UGNfOLIER" OR APT`',EQ.TRIM -WHITE, ® Z g NOTE: CONT'iZACroR SHALL PROVIDE DIMMER SWItCHES FOR ALL RECESS. z � 4,THE CONTRACTOR 5HALL-5LPFLY ALL SHOWN ON ANP MATERIAL SHO ON THE PRAWINGS UNLESS OTHERWISE NOTED. POWNLIGN15. VERIFY LOCATIONS OF ALL MLMG,PMVICMS WITH GLIMNT, Q t 5,TW CONTRACTOR SHAM BE R51FON5IBMF FOR ADEQUATELY BRACING & PROTECTING ALL WORK DURING CONSTRUCTION AGAN5T VAMAGF, BRMAKAGF,COLLAPSE,12I5TORTION& I DUPLEX MLFCTRICAL MCEMPrACLM MI5ALI6NMRNf ACCORDING TO ALL API'UCAM15 5TATM ANP LOCAL COMM, 19 I 1 I I POUBLF PUPMX FLECTRICAM RECEPTACLE - � z � 6,THE GEN'L.CONTRACTOR SHALL PAY FOR ALL PMMIr5,FMF5, & C051"5 RELATED TO Tl IE DUPLMX SMPARATF CIRCUIT RMCMPfACLM � WORK OF THI5 CONTRACT,TW GMNFRAL CONTRACTOR SHALL INITIATE ALL WOUIRMP IN5PFCTION5 OF ALL WORK COMPLETMP UNOMR THI5 CONTRACTLE UNSS OTNERWI5F NOTEn, �Q, �Q1 8'_8" ( Gaq DUPMFX RECEPTACLE/GROUNn FAULT`INTERRUPT` 9- 611 STL,COL, STL,COL. WALL 51NITCH z N FfG. M TO t7N. $ 7,TW 5UB-CONTRACTOR5 5HA-L AT ALL TIMF5 KEEP THE PREMISES CLEAN ANP AT NOM, W5PON51BLE FOR REMOVAL OF AML RUBBISH CWA1VV BY TNMR INPIVIPUA.TRADM5 U,O,N, - , .:. $� 5-WAY WALL 5WITCH 4-WAY WAJ-L SWITCH _ $p, Wa55Fn POOR ACTIVATEn 5WITCH U C4 8,ANY"FXTRA5" FOR ANY ANP ALL FIFLP CONDITIONS/SUBSTANTIAL Q-IANGMS 51-IALL 13F .� ------- ------------ ------------- -- -DOCUMENTED WITH THE C05r MSTIMATF &APPROVED BY OWNER ANP OR H15 AGENT BEFORE mcM55MP DOWNLIGNf(IooW) " LIafirot t~R" OR ADP,MQ, - STARTING TM ADDITIONAL WORK. _�j i i � FXTFRIOR RECM55EP POWNUGHf C IOOW) " LIGHfOLIFi" OR API',EQ. �� 9.DOX LM FLOOR JOISTS ARE TO BM IN5TALLMP UNOM ALL WALL PARTI ION5 RUNNING e CEILING MOUNTEP JUNCTION BOX PAZALLML TO THE FRAMING.PROVIDE nOLMF, HOR,JOI5T5 AT ALL OPENIIJ65,M MR TO � \\ \. \\ WALL MOUNTED JUNCTION BOX \� �\ m CONSTRUCTION DWG'S,FG>ER SIZMs, # ® _ � - �\\ 10,ALL FRAMING LUMBER TO BM POUGLAS FIR 2 GONST,GRAPE OR MQ, 11 I G _ 11 � WALL MOUNTED DUAL SPOriIGNT \ im II,ALL EXTERIOR 5TRAPpING TO BM ABOVE OR BMFATH FXTFRIOR SHEATHING, 1 NOM, NEW CEILING MOUNTMP JUNCTION BOX FOR 5L T-ACM FAN/LIGHT` T WALL,FIXTI p2M t0 BF SUJPPLIED BY O WNER, 12.TW CONTRACTOR L 5HA- PROVIDE SNOT'PRAWING5 FOR ALL 5PMCIAM WORK SUCH A5 BUf , JD/F \ ! �ii �\ NOf LIMI1I;O TO: MILLWORK, 5PRINKMER 5Y5TFM5 AND STEEL WORK,ALL 5HOP DRAWINGS ! \ / � NEW CEILING MOUNTED JUNCTION BOX FOR MCEF 55FP EXHAUST \ �,N NMEO Tl E APPROVAL OF THE ARCHITECT PRIOR TD PROGFFDING WITH TNF WORK, FAN/LIGHT WITH nLIAL 5WItCH At WALL. DRrOAN NAVY DUTY UNIT \\ \\ OR ADP,EQUAL, \\ I I \ \ - -- \\-_-` �\ l\ ac NEW CA3LF TV RMCFPrACLM (TO BF VMREn TO CENT.CONTROL BOX) �I; NFW 5TRUCT1,1t2ED CABLE (TO BM WIMP TO GENT,CONTROL BOX) NO 15'-6®-711 I \` \\ i ` \ - _ 'I ___ 05P 5MOrV,/ BAD MONOXIOM VMCTOR: TO V3 WIRFP t AL CONTROL, 0 CENTR 10' C.H, NFW DOORBELL INUM � PMR REQUIREMENTS BYTHF NEW YORK STATE RE 5IOENTIAL CONSIRlICT10N'coPM,WF CMRT1FY 15 I I `�\ /•� THAT THE DM5I6N CRITERIA 15 PONE PER PRF5CRIPTIVM PM516N,ALL OF THI=LOAtJ V 1 / CAMCU-ATION5& STRUCTURAL PLAN5 COMPLY WITH ALL OF NFW YORK STATE CONSTRUCTION I \� \\ 3 3 - ,/ O ALIGN W/ NOTE; ALL OUTLETS IN GARAGE AREA TO BM ON A SaG. GOOF BASFP ON< AF&PA) -`\\_�_. --\\ - � 11 `\ \ `Y WALL BELOW 1 (� 1 r I cl\\ WiJ,1 r� 13 , _61I 10 G.H. MOM. o ` 5,r-, L-A r IL-A_-_ -/ 46 I_OI I 1ZU z --- NOM, I I GFI 1 �6"NOM-. 6"NOM,51 -OI1 KI1"CNF_N 61 1 cid (17\ I 14'-O"X 16-611 MJ,WALL 611 NQM $ 3 NOM, ' 1 I p 5G SG 1 F - I M M, NOM. 1 5/O. I ®p 5C F '�I 1 li�to 1 0,x a, r�F• p Z B -- - - . / cI-os, ® I� % non \\\ W,�t2 N W/ \ i P 1 e .05, r--------- ---- AL -611 IGN W/ \ WAIL.C�LOW - --1 �/ �-` NOM, I I WALL BELOW 1 Lf� / 10 G N O 6' 1 'CLL,051 1 � ® 1 21 10' G.H, 6"NOM, 1 10 ! 1 \ -- 11 _ - 1 \ "LADE, 6"NOM, 6"NOM 611 I 9'-I" 1 3'-5" J �-` _ - 5' 1111 \.� ` 51 NOM I I 6"NOM, V.I,F, 6"NOM. 61 , 23 �� ---�\\ •� - , / Lt• ALIGN W/ I WALL BLOW Y 1 1 9' C•H I t 1 O \\\ ALIGN W/ 12'-711 \\Z 12,-81,x 1.1 1-011 1 r 10, C. ! r __ __ I /L sn 6 GPI 1 J13/F 1 Io"x a NOM, \ / p 10' C.N. I I JD"D" 51 _21 1 p M. C3F_npOOM IV-6 11 X 15'-O"FWTn 10, CK -� 111 �Q,11 I '-10"1 12'-I O" NOM, NOM, NOM, NOM, 3 5F-C I I AI I IL Ks 51� CON12 FLOOD,,,. PLAN �� �� uSN n � U 121 5CALM: li q.11 � I ,_OII NPICATF5 BEARING POINT LOAF PWG, NAME: PRov,ALLoWANCF FOR 3 CU5tOM BUILT-IN WALL UNIT5 TO CLG, CM05ET INT5MOIR To CON515T of 5 FIXED SHELVES ON RIGHT �HTH15 LOAF MU5T BM TRAN5FMMO 413O 124 VFNFER TO BM 5rANEP WALNUT OR APP,FQ,ON ALL EXP05MD 51PM(1/2 CL05Mt WPTH),LEFT 51M TO CONSIST OF CONr,FIXFP � PROV,POL,CHROME O,N.MXHAL15T FAN TO BE PUCTFD OW51PM W/ ADEQUATE VFRTIGAM BRACING, 5FICON12 F�001? 5URFACF5 BOTH INTERIOR/EXTERIOR. INTERIOR TO BM PF5I6NFP GOAT ROP& FIXED SHELF, UNIT5 TO BE MAOM OF CLEAR PINE AP-1.FXT,WALL.ALLOW 02,800.00 FOR UNIT ANO DUCTING, PLAN PER CLIENT'5 RMQUIRFMMNT'W/ INTERIOR LIGHTING, PANTED W/ 3 COAr5 OF BEN, MOORM SEMI-GL055 PANT, PROVIPF 10" PIA.EXHAUST`VFNf-(GA-VANIZMO & 5CMFNEP) NOTE: THESE DRAWINGS AT--INSTRUMENT5 OF SERVICE & CLOSET`INTERIOR r0 CONSIST OF CONT.FIXED GOAT ROD& SN, TO EXTERIOR WALL SOFFIT`AREA, ZOW ACTOR TO NOTIFY THE ARCHITECT Al2G THE PROPERTY OF TIC ARCHITECT. UNIT5 TO BF MAOM of cLMAR PILAF PANTI;n W/ 3 COAT5 OF BEN, "J PROV,CU5TOM 1/2" 1`-K,TFMPMRMP FRAMMLF55 SHOWER POOR/GLA55, OF ANY ANP ALL MV151ON5 PUE TO FIELP NO CHAJGE5&OR MODIFICATION5 5HALL BM MOORF 5EMI-61,055 PANT, VERIFY LENGTH IN THE FIELn X 7' H. NT,ANP OR GENERAL ALLOWED W/O WRITTEN AUTHOIRIZATION BY THE DWG, NO,: CONTRACTOR WHICH PIFFMR FROM THM ARCHITECT,ANY REPRODUCTION IN PARf OR CON5TIZUCT,DRAWIN65/9PFCI1`ICATION5, VO- MM 15 STRICTLY PROHIBITED DY LAW, A-2 i G�N� NOS 5 1.ALL WORK MWORMrP 5NALL 13E IN COMPLIANCM WITH ALL FMMRAL, 5TATE & LOCAL U PUILnING GOM5 ANn OWINANCE5. 2.PF-FOM COMMENCMMENT OF WORK, TW GMNF-M CONTRACTOR 5WaLL FURNISH OWNER &ARCHITECT WITH COPIE5 OF ALL RMQUIRMP IN5LIRANCM ANn WORKMR'5.COMPMN5A11ON GERTIFICA1'M5 INCLLVING NAME5 OF ALL 5UPCONTIZACTOR5 INVOLVMP IN TW CONSTRUCTION, O 3.THE CONTWCTDR5 SHALL t3M R5PON51t3LE FOR ALL 19IM5N51ON5& COWIT10N5 ON TW } JOP,TM ARCHITECT MU5T IV NOTINEn OF ANY VARIA11ON5 FROM THM PIMMN51ON5 SHOWN. Z 4.TIC CONTRACTOR 5WALL 5UPPLY ALL LABOR AMP MATERWL SHOWN ON THE nIZAWIN65 N UNLM55 OTHMRWI5M NOTMn, 5.THE;COWIVAC1`012 5NALL 13M RM51`ON5It3LM FOR AMIQUATELY BRACING & PR0 MC11NG ALL WORK VWING CON5TRX11ON AGAIN5T PAMAGE,P MAKAGM,COLLAPSE, P15TORTION & o MI5AU6NMMNTACCORPIN6 TO ALL APPLICAPLE 5TATE ANn LOCAL COnM5. z 6.fW GMN'L.CONTRACTOR SHALL PAY FOR ALL PMRMIf5, ME5, & C05T5 RMLASP TO TM z WORK OF TH15 CONTRACT.TW GENERAL CONTRACTOR 5NALL INITIATE AA,RMQUIRMn IN5GTION5 OF ALL WORK COMPLETEn UNnMR TH15 CONTRACT UNLE55 01NE IRw5E TEn NO , 2 PM 7.TIC 51.0-CON11VACTOR5 5WLL AT ALL T1ME5 KEW TW FWMI%5 CLEAN ANn ARE � � - RM5PON51I3LM FOR RMMOVAL OF ALL RLM15H GRMATEn PY THEIR INnIVIPUAL TRAnM5 U.O.N. PROV.3-I 15/4" X 14'' GP MICRO-LAM LVL 8.ANY"EXT'RA5" FOR ANY ANn ALL FIELn GONnIT1ON5/5Ut35TANT1AL CR"F-5 SHALL M W1 2-:', 4" X 15 I 2" 51L.M. CONT.) PROV.2-1 3 4" X 11 7 8" GP MICRO-LAM V nOCUMMNTEP WITH THM C05T E51MATE &APPROVMn PY OWNER ANn OR H15 AGENT DEFORM GIRMIZ ON 511121, 50.5TRxf. 5TL Cot,'5. LVL FW5H W FL,J015T5 TH15 LOCATION. STARTING THM AvrmoNAL WDRK. DOTH ENn5.COVEIZ W/ VER5ATEX PMR ELEV. #167 PROV,2-I 3/4" X 9 1/4" GP MICIZO-LAM N 9.nOL13LE;FLOOR J015T5 ARM TO DM IN5TALLEn UNnM ALL WALL PAKMT1ON5 RUNNING ALT.: WI4 X 30 RM511N6 ON 5 1/2" 1:21A.51L, LVL rLU5H W/HECK JOI5T5.GUT F,J, PARALLEL TO THE FRAMING.PROVInM POLME HnR.J015T5 AT ALL OPMNIN65.RMMR TO 50.COL.DOTH W25. 5TL.CM. gn-,co- TO FORM .25"/FT.nMCK TAPER. ��������\�\MWEN CON5TiZX1ION PWG'5.FOR 517M5. ro FrG. ro FM (W.F,517E TH15 LOCATION) \\�\ 10.ALL FRAMING LUMDER TO DE nOUGLAS FIR #2 CONST,GRAnE OR EQ. 11.ALL EXTERIOR 5TRAPI'ING T DM O ABOVE OR DMNEATH EX1ERIOR 5E-ISATNING. pROV•SE BAR WALL HOI-n-nOV`045 FROM � \\ TW%S LOCI o CORNER, mr,TYE'.MT.n-II, 12,TNM nWG.A 6 (rW.ALL EXTERIOR CORNER5), \� �\ GONIKACTOR 5NALL PROVInM SHOP nRAWINGS FOR ALL SPECIAL WORK SUGN A5 DLtr pROV. 2-I 3/4" X 9 I/2" GP MICRO-LAM IBM.. �\\\ NOT LIMITEV TO: MILLWORK, SPRINKLER 5Y51MM5 ANn STEEL WORK.ALL SHOE'nIZAWING5 j LVL W/ 2-1/2" X 9" 5TL,M. (CONT.) �oQ NEMn THE APPROVAL OF TM ARCHITECT PRIOR TO PROCEWING WITH THE WORK. ; TAd'MR MICRO-LAM .25"/FT. PM AnJ. F.J. �\\m\\ \\ PROV.2-1 3/4" X I1 7 8" GP MICRO-LAM \ LVL OVER ALL nR✓WINnOW & TRIM OPGS. '(� j '� " ¢ MXTENn 8" DEYONP ACTUAL. OPG. NO I v (TYPICAL ALL A MA5) j bo t-O v p PROV.?5 4" AnVANTECH ROOF SHEATH, I'ROV. 2-1 3/4" X 117/8" Cr MICRO-LAM x I 1 O x O x- GLUMn & 5CWV ;P W/ GLUE DOWN HVY. PER MQUIREMMNT HE NEW 5 PY TW YOM STATE M51 MNTIAL CON5fRUCT1ON COM, vvv CERTIFY LVL OVER ALL nR./WMNPOW/& TRIM OPG5. j x 9x It I _ N _ N N� nUTY F-P.n.M. MIN, 2" MLLOW INT. FIN. FL, THAT THE M51GN CRITERIA 15 VONM MR PRE5CRIP11VM M51GN.ALL OF TW LOAn EXTENn 8 DEYONn ACTUAL OPG. GUT ALL HECK MIGROLAM & F.J. TO SLOPE CALCU,ATION5 & 5TRXT LM I'LAN5 COMPLY WITH ALL OF NEW YORK SPATE CON5TRUCTION (TYPICAL ALL AREAS) I �_-i �_-i ! _ •�i j 25"/FT. TO EXT, HECK, (ON SLEEI'1:R5) COnM DASEn ON( AF&PA) N" N" FLA5H/SEAL ALL DMAM5 FMNMTRAT1NG - - = THROUGH INTO INTERIOR 5TRUCTURM. 1 (1 ! I I o I nN o 2N. i i i i PROV. 3-I 3/4" XII 7/8" GP MICRO-LAM -'-�- LVL W/ 2- 1/2" X I I" 5TL.PL,(CONT.) u u m ao t U FLU5H GIRMIZ RESTING ON POINT LOAn5 O ti O O r 0 t \ z L30TH EN125.(TW.ALL 5ECONn FL.6IRMR5.) x� X - x\Z) x�o I fl IN N� IN IN N IN� N" N"- � N�- N IL I PROV,2-I 3/4" XII 7/8" GP MICRO-LAM I j LVL OVER ALL nR,/WINPOW/& TRIM OP65. ^ � MX11;Nn 8" DMYONP ACTUAL OPG. I t i (TYPICAL ALL AREA5) z I LINE OF 5MCONn FLOOR WALL ADOW(TW,) I I I I PROV.2-1 3/4" X 11 7/8" GP MICRO- O o.GO[_ STL.Coll. I O i i LAM LVL UNDER ALL PART1T1oN5<TYP.) X 14" GI'MICRO-LAM 3 �_ - _ -•- -,_ _ -• LVL W 2-3/8" X IV' 5TL. PL. CONT.) RIZ M1151-1 GIRnMR RM51I1\16 ON POINT LOAn5 DDTH ENn5.(TW.ALL %CONn FL.O MR5.) I 1 t IN kz tilt i i N� I I I I LINE OF FIR5T FLOOR WALL BELOW(rM.) t`O N N XLI I `i X�p i I ii ii N I 1 L. tJ. _ j ! INI - - - - - - - - - - - O I 1 I I I � I II I I I it II ��- i I I ! O O PROV,3 - 5 I 2" 50 STRUCT. STL, COL. I -- I I x x 001-T TO MN.AT THE5M LOCA11ON5 TO PROV. 2-1 3/4" X I 17/8" GP MICRO- j j j N N UNnMR51nM OF CAN11LEvER DM5.PROVE. LAM LVL UNnM ALL PARTI1ION5(TYP.) I I I PROV.5-1 3/4" X 11 7/8" GP MICRO-LAM I I I LV-W 2- 5/8" X II" 5TL.PL.OVER O I I GARAGE PR,EX11;Nn 8" I3MYONn ACTUAL x I I OPG. N PROV.2-1 3/4" X 9 1/2" GP MICRO-LAM PROV, 2-I 3/4" XII 7/8" GP MICRO-LAM LVL W/ 2-1/2" X 9" 5T1.,FL.(CONT.) I L TAPER MICRO-LAM .25 /FT.PER AnJ, F.J. WL OVER ALL M./WINPOW & TRIM OP65, EXTENn 8" t3EYONn ACTUAL OPG, (TYPICAL ALL AREAS) PROV. 2-1 2/4" X 11 7/8" GP MICRO-LAM LVL W/ 2- I 2" X 11" 5TL.PL. CONT.) PROV.5HMAR WALL HOLn-POWN5 FROM - - THESE LOC.TO CORNER. REF.TYP.HET, n-11, I I I p� p PWG.A-6(TYP.ALL EXTERIOR CORNMR5). I x x _ N (V PRov.3/4" AVVANTECH ROOF SHEATH. ! GLUMn & 5CREWEn W1 GLUE nOWN HVY, PUTY E P.P.M. MIN. 2" DMLOW INT. FIN. FL. CUT ALL nMCK MICROLAM & F.J.TO SLOPE > 25"/FT.TO EXT, HECK. CON 51EMPMR5) PR 2-1 3/4" X►I 7/8" GP MICRO-LAM PROV. 2-1 3/4" X 9 1/4" GP MICRO-LAM FLA5H/SEAL ALL F.J./DM5. PENETRATING LVL FLU5H W1 FL.J015T5 THI5 LOCAVON. LVL FLU511 W nMCK JOISTS,CLIr F.J. THROUGH INTO INTERIOR 5TIZUCTLIRM, TO FORM .25"/FT.nMCK TAPER, (W.F. 517E V15 LOCATION) D L P1�0K H?AMIN6 PLIAN Q ' M1y TH15 PRAWING 15 FOR R MMMCF, ONLY '9T� ANt7 IS N01'INT�Nf7�n 1'O MSCAL�n. Q2i 21Q OF NEB 5CALM: NOTM: 1/ 4 1 1 1 1_0 1 1 NPICATE513MARING POINTLOAn TH15I Cli O�I 5V� S��'LOAF MU5T DM TRAN5MWt2 nWG. NAME: W/ AnMQUATE VF_"CAL 13RACIN6.INPICATf- �0 �� To FIR5T FLOOR. POINT LOAn 5�CON12 M. MCK FLAMING PLAN NOTE: THESE nRAW NG5 AM,IN5112UMENT5 OF SERVICE & OORM<TOR TO NOTIFY TNM ARCHITECT ARE THE PROPMIY OF THM ARCHITECT. OF ANY ANn ALL RMVI510N5 HUM TO FIM 12 NO CHANCES&OR MOnIFICATION5 SHALL M G NT,AMP OR GENERAL ALLOWED W/O WRITTEN AUINORIZATION PY TIME nWG. NO.: CONTRACTOR WHICH PIFFMM FROM THE ARCHITECT.ANY RMPIZO12LIC11ON IN PART OR CON51'RUCT.PRAWIN65/5PMCIFICAT10N5. WHOLE 15 STRICTLY PROHIPITEn 13Y LAW, A-2 . 1 I GE�Nrll A& N01F1S v1 1.ALL WORK rFWMWP SHALL DE IN COMPLIANCE WITH ALL FrtMRN-, STATE & LOCAL U DUILI7IN6 G017E5 ANt7 OR171NANCE5, r 2,DEFORE COMMENCEMFW OF WORK,11-IE GENERAL CONTRACTOR`*-IALL rLRN15H Ov4t12 &ARCHITECT WITH COPIE5 OF ALL REQUIRED INSURANCE ANP WORKER"5 COMPENSATION CERTIFICATE5 INCLUPING NAMES OF ALL 5WCONTIZACTOR5 INVOWW IN THE CONSTRUCTION, - F } 3.THE CONTRACTORS SHALL DE W5PON5IDLE FOR ALL 171M%5ION5 &CONPIVON5 ON THE ® IA JOD,TW ARCHITECTDE MU5T NOTIFIED OF ANY VARIA11ON5 FROM TN, PIMEN510N5 SHOWIJ, z g 4,THE CONTRACTOR SHALL 5U PLY ALL LXkW ANP MATERIAL 5HOW1\1 ON THE PIZAWIN65 z -6 UNLE55 OTHERWISE NOTE17, IN OO -6 5,THE CONTRACTOR SHALL DE M51`CN5IDLE FOR ADEQUATELY DRACING& PROTECTING ALL � u WORK PUIZING CONS RX11ON AGAINST PAMArl , PWAKAGE,COLLAP5E,1715To"ON & MI5ALI6NMSNTACCOk"PING TO ALL APPLICADLE STATE AN17 LOCAL C!M5, 6.TW GEN L,CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & G051"5 RELA1EI7 T01NE WORK OF TH15 CONTRACT.THE GENF-Zk,CONTRACTOR SHALL INITIATV ALL REQUIMP IN5PECTION5 OF ALL WORK COMB MP UNMIZ THIS CONTRACT UNLE55 OIHERWI5E NOTEn, U _ i.THE 5Lv-GON1'12ACr0125 51 TALL AT ALL vmM 5 mr Tw 1'1 mi%5 arAN ANCJ Am � Z N IM5PON510LE FOR REMOVAL OF ALL R L315H CREATED DY THEIR INPIVIPUAL TRADE5 U.O.N. > KC\ B.ANY"EXTRA5" FOR ANY ANP ALL FIELD CONt71TION5/5UI35rANT114-CHAN6E5 SHALL DE U POCUMEN1E17 WITH TW,C05T E511MAZ &APPIZOOWP f3Y OWNER ANC'OR HIS AGENT DEFom S V 5rMfIN6 1I•C APPIVONAL WORK, V — 5F-C. Al I N W� 9.POLVLLE FLOOR JOI5T5 M TO DE INSTALLED UNMIZ ALL WALL PA"T ION5 RUNNING PARALLEL TO THE FRAMING,rizovi E DOUALE HPR,J015T5 AT ALL OPENINGS.REFER TO CON5fRUCTION DWG'5. FOR 51ZE5, In r IN \\\\,,:\al, 10.ALL FRAMING LUMDER TO DE DOI.IGLA5 FIR #2 CON5T, GRADE Off:EQ.A \� rIZOV.SHEAR WALL HOLD-t70WN5 FRO I I.ALL EXTERIOR STRAPPING TO DE ABOVE OR DENEAIH EXTERIOR SHEATHING, M I \\ THESE LOC.TO CORNER.REF.TYP, MT.17-11, 12. THE CONTRACTOR SHALL PROVIDE SHOP IRAW1N65 FOR ALL SPECIOJ-WORK SUCH AS DUf DWG,A-6 (1YP,ALL EXTERIOR CORNERS), PROV.SHEAR WALL HOLD-DOWNS FROM \:\ 1HE5E Loc,TO CORNER,REF.IYP,DET, D-I I, �N01 LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK,�N-L SHOP DRAWINGS \ \ �� \ NEEq THE APPROVAL OF THE ARCHITECT PRIOR r0 PROCEEDING WITH ME WORK, PROV,2-I 3/4 X 14 GP MICRO-LAM LVL DWG.A-6 (TW.ALL EXTERIOR CORNERS), \ �� FLUSH GIRl7ER RESTiNGION POINT pOA1 ) 51MP5ON DM,HANGER5,(THIS LOCATION) \\� \\\ RH #159 I PROV, 3-I 3/4" X 117/.5 GP MICRO-LAM i PROV,3-1 3/4" X 117 8" GP MICRO-LAM " 3 LW- PLUSH W/DECK J0 151 S(THIS LocA11ON) NO I V LVL FLUSH W1 DECK JOISTS(THI5 LOCATION) p I O PROV,3-1 3/4" X 14" GP MICRO-LAM LVL N N O PROV, 2- 13/4" X 14" GP MICROLAM W/ 2- I/2 XIS I/2 STL, FLUSH LVL UNDER PRI:-FA13 FIREPLACE UNIT, PER REQUIREMENTS DY THE NEW YORK STATE RE51DEN1IAL GON51RUG110N COt7E,WE GERTIfY GIRDER ON 5 I/2" SQ,51RUC'rT, 511. COLS, THAT THE 17E.516N CRITERIA 15 DONE PER PRESCRIPTIVE DESIGN,ALL OF THE LOAD D01H ENDS, *k 165 N N CALCULATIONS& 5T1 XTIL ZAI.PLAN5 COMPLY WITH ALL OF NSW YORK STATE GONSTRUGTION CODE DA5VP ON( AF&PA) , WOV. 2-1 3/4" X 14" GP MICRO-LAM v 1 LVL FLUSH W/ ROOF JO15T5. EXTEND 8" DEYOND ACTUAL,Oro, 5 I-.COL. STL.COL. (THI5 LOCATION) TO Ft7N, TO rVN. I I o � PROV,2-1 3/4" X 14" GP MICRO-LAM LVL FLUSH GIRIC:R RESTING ON POINT LOAD x I x x x x t3OTH E;NI75,(Vr,ALL SECOND FL,GIRDERS,) Nib N N N N \ \ z PROV,3-I 3/4" X 14" GP MICRO-LAM LVL N N>i N N N PROV, 2-1 3/4" X 14'' GP MICRO-LAM W7 2- I/2" X 13 I 2" STL,PL,FLl I5N LVL FLUSH GIRDER RESTING ON POINT LOAD GIRDER ON 5 1/2" 50.51RUCT,5TL COL'5. DOTAL ENI5,(TYP,ALL SECOND M.6IRDER5.) t301H ENDS, #165 O TI�ON. C.M. G PROV, 2-I 3/4" X 14" GP MICRO-LAM I � � � M. N15H GIRDER RE5vN6 ON POINT LOAD 7 7a- O BOTH END5,(TYP,ALL.ROOF DECK GIRDERS,) SECOND FLOOR WALL PM OW(TYPICAL) PROV.2-1 3 4" X 14" GP MICRO-LAM LVL OVER ALL PRY WINDOW/& TRIMOOPGS, L0 FLUSH GIRDER RESTING ON POINT LOAD i EXTF-ND 8" DEYOND ACTUAL. Oro, O t30TH END5.(TYP.ALL SECOND FL.GIRDERS,) (TYPICAL,ALL AREA5) PROV.3-1 V 4" X 14" GP MICRO-LAM LVL W/ 2- i 2" X 13 I 2" 51L,PL. FLUSH ���....../// A7r GIRDER ON 5 1/2" 50, 5TRUCt.51,COL'5. h DOTAL ENDS, #16 5 \\v1J I I v �v T-1 T-4-L I x� x� vO Nu N>t x: xZt, PROV. 2-1 3 4" X 11 7 8" GP MICRO-LAM LVL OVER ALL MJ WINDOW & TRIM OP65. N N N N EXTEND 8" DEYOND ACTUAL,OPG. (TYPICAL ALL AREA5) PROV. 2-1 3/4" X 14" GP MICRO-LAM LVL FLUSH W ROOF J015T5. EXTEND 8" DEYOND ACTUAL-Oro. (1HI5 LOCATION) > PROV. 2-I 3/4" X 14" GP MICRO-LAM SF-C,"A' PRov, 2-1 S 4" x 14" GP MIQZO-LAM LVL FLUSH W ROoF J65-a LVL FLUSH W/ ROOF J015T5, EXTEND 8" DEYOND ACTUAL.OPG. -(�- ��► v' EXTEND 8'(1HI5 L OCAT1 P�YONP ACTUAL OPG, (THIS LOCATION) H�MIN6 PLAN 'MI5 nIZAWING 15 FOB MMMNO ONtlY 12 ��t'JE ANP 15 NOT'INT MPF-PTO M 5CALF-17, 5CALE: NPIr-A TF-5 DFARING POINT'LOA19 OI�i I�i I�ri �ri I 4 I O 1HI5 LOAD MU5r DE TRFW5FERED t V 17W6, NAME: W/ ADEQUATE VERTICAL DRACING.INP I%CONP F1-OOI LOAD TOZ. 5F-CONn M. GOOF FIZAMING PLAN NOTE. THESE PIZAWIN65 ART;IN5MUMFNT5 OF 5ERVICE & COPr�ZI ACTOR TO NOTIFY 1HF ARCHITPCT A;T-'MF PROPERTY OF TW ARCHITFCT OF ANY AND A-t,MV1510N5 PI.JE TO FIELD NO CHANGE5&OR MODIFICAT10N5 51 TALL DE t7WG, NO.: GO 5,CMNr,AND OR GENERAL ALLOWN?W/O VXITTEN AUTHORIZATION DY THE CONTRACTOR WHICH DIFFER FROM THE ARCHITECT.ANY REPRODUCTION IN PARE OR GON511WGT,DIZAWING5/5PEGIFICATION5, WHOLE 15 STRICTLY PROHIDITED DY LAW, A-2 . 2 I i I.ALL WORK PEWORMEa SHAI-I.M IN COMt'LIANCE W11'N ALL.PrMt?AL, 5tA1'E; & I.00AI. MOM ALL. rUECTIZICAL WOW TO Pr IN AGCOtznANCE WITH 11-I�t21.A-E5& W PUIL2IN6 COPES ANa OknINANCMS RMGLLATIONS OF THM N•Y•P,F,U•ANn AGEk11FICATE FROM THF_ N•Y.P,F•U• IS TO PE PRMSENTEn TO ITV OWNER AT TNM COMPLETION OF Tl-IM JOP, _ 2,PMFORM COMMENCEMENT`Or WORK,THE GENERAL CONTRACTOR 5W'd.l.FUZNISH OWNER Tl�OWNMk SHAI-L PkOVIaE ALL SLAZFACM MOUNTEa LIGHT FIXTIl2M5.ALL ~� &ARGHIII;GT WITH COPIES OF ALL Rl QUIa IN5UkANCE ANa WORKER'S GOMPEN5ATlON Z CERTIFICATES INCLUPING NAMES OF ALL 5LDCONTRAGTOP5 INVOLVE?IN Tl CON5f1?UGT10N• OTHER ELECTRICAL EQUIP,TO PE 5U`MIEn PY ELECTRICAL CONTRACTOR, Q� IN 3.THE CONTRACtoRS SHALL PM RE5rON51ME FOR ALL PIMEN5ION5& CONPITIONS ON 1HE ALL SWITGNES ANn kECEPTACLES TO FM 'LLITRON', "nECOkA" COLO�Z t,C3,a. N IZMCM55E2 nOWNLIGHTS T PE "L O IGNTOLIER" OR APT''.EQ. -WHITE• g JOP.TI-E AIZGNITEGT MU51'PM NOT1FIMa OF ANY VARIAT10N5 FR THE OM I2IMMN510N5 SHOWN, .TR ® � NOTE: CONTRACTOR 51-IALL PROVInM nIMMER 5W1TCHF5 FOP ALL RECESS• Z z h•TNM CONTRACTOR SHALL SUPPLY ALL LAPOIZ ANn MATERIAL SHOWN ON 1NM nRAWINGS POMI-16 TS• VERIFY LOCA11ON5 OF ALL ELEC• MVICES WITH CLIENT• � � Ov � UNLE55 OTHERWISETE NDn, 5•THE CONTRACTOR SHALL PM RESPONSIPLM FOR APEQUATMLY PRACING & PROTMC11N6 ALL SAC "A' WOM PLRING CON51RUCT10N AGAINST PAMAGM,PWAKAGE,COLLAPSE, a151'O"ON & (P t2WLEX ELECTIZICAL RECEPTACLE ® Z MISALIGNMENTACCOIZaING TO ALL APPLIGAFLE 5tATE ANa LOCAL COPES. _ i i �F5 I 1VP nOLIPLM aU'LMX ELECTRICAL RECEPTACLE � Z 6.THE GEN'L•CONTRACTOR SHALL PAY FOR ALL PEIZMIT5, FMMS, & CO5T5 RMLATEn TO TNM (155c PU°LEX SEPARATE CIRCUIT RECEPTACLE WORK OF THIS CONTRACT THE GENERAL CONTPACTOk 51^ LL INITIATE ALL MQUREa i i i _ i 3 INSPECTIONS OF ALL WORK COMPLEfEa UNMIZ THIS CONTRACT UNL.E95 OTHERWISE NOTED, I I9 7 ZI q O �u�l nuPLEX RECEPTACLE/GROUNn FAULT INTERRUPT -d WALL SWITCH �y 7.THM 5UP-CONTRACTOK25 SHALL AT ALL TIMES KEEP TI-�PREMI5E5 CLEAN ANa ARM RESPONSIPLE FOR REMOVAL OP ALL RI.a31315H CREATED I3Y 1Iflk INnIViaUAI,TRAnES U.O.N. $3 -WAY WALL SWITCH '}-WAY WALL SWItCN 8,ANY"EXTRAS" FOR ANY AMP ALL FIELa CONPIT1O N5/5U35TANTIAL CI-IANGMS SHALL PM $ns REGM55Ma nOOk AC1NA1 Ma SWITCH V POCUMENTEP WITH THE C05f E511MATE & APPROVEa PY OWNER ANn CRZ HIS AGENT PMFORE I RECE55Mn row'vGHT<IOOW) " UGHfOUER" OR ADP•EQ, StA"NG THE APPITIONAL W01ZK• I ' EXTERIG�Z IZMGE55En nGWNLIGHI (I OOW) " LIGHTOLIER" OR ADP.EQ, 9• POLME FLOOR JOI5T5 ARE TO PM INSTA A rt2 UNMR&L- WALL PAR11T10N5 RUNNING CEILING MOUNTEa JUNCTION PDX �\\\\\\\\\'1 \� PARALLEL TO THE FRAMING.PROVIaE aOUFLM HnR•JOISTS AT ALL OPENINGS,REFER TO I ______ \ �\ CONST12UC110N aWG'S,FOR SIZES• I I y� WALL- MOUNTEa JUNCTION PDX �ONINEWRIN \� 10•ALL FRAMING LUMBER TO PE POUGLAS FIR #2 CONST,GRAPE OR EQ• 1 � � WALL MOU �\\\ �\N N � NTMa aUAL SPOTLIGHT \ �\II•ALL EXTERIOk STRAPPING TO FM AFOVE OR PENEAIN EXTERIOR SHEATHING• �. NEW CEILING MOUNTEa JUNCTION PDX FOR SURFACE FAN/LIGHT WV nUAL SWITCH AT WALL,FIXTLM TO PE SLFPLIEa PY OWNER• 12.'fW CONTRACTOR SHALL PROVInM SI^10P PRAWINGS FOR ALL SPECIAL.WORK SUCH A5 PUf \n\ NOf LIMITEP TO: MILLWORK, SPRINKLEk 5Y51'EM5 ANa STEEL WORK.ALL SHOT MWIN455 I. l I NEW CEILING MOUMP JUNCTION PDX FOR RECE5561:2 EXHAUST NEEn THE APPROVAL of 1111E ARCHITECT'PRIOR TO PROCEEPING WITH THE WORK, 1 I � FAN/LIGHT WITH DUAL SWITCH AT WALL• "PROM HEAVY PLI Y UNIT' I I OR ADP•EQUAL, NEW CAPLM TV RECEPTACLE <TO PM WIMP TO CENT.CONTROL PDX) NEW STRUCTLlZEa GALAX C TO PE WIMP TO GENT,CONTROL,PDX) Ow SMOKE/CARPON MONOXIVE MTECT'OR: TO PE:WIkEa TO CENTRAL CONTROL PDX. PER RMQUIRMMENTS PY THE NEW YORK STATE RE51PENTI&CONSTRUCTION COaM, WE CE;ZnrY , NEW POO 3ELL THAT THE aM516N CRITERIA 15 PONE PER PRESCRIPTIVE aM516N•ALL OF 1NM LOAa NOTE: ALL Ol I1LET5 IN GPJ.'AGE AMA TO FM ON A S,C. CALCULAT10N5& STRUCTURAL PLANS COMPLY WITH ALL OF NEW YORK STATE CON5TRUCT1ON COPE PASEn ON( WVA) 19' -611 52 -611lu z \ z '•: SLOPE I .. .sI.oPE •• . ' 52� _6 i i � \\^\\- .I SLOPE aeon . .. � ' P_711 L-OMP, I2F-CK � -IO I '-10" 12'-10" 5'-9" W-7" 7r — G hi z I-9,00F PLAN lu lu m OZ 121 pP N �QF NE�'�� N �` Z SCALE: NOTE: li 411 � I NnICATES FEARING POINT LOAn O (� t2W6 NAME: THIS LOAV MUSE FE TRAN51`rMP 2,124 W/ A ou.,\TE VERTICAL PRACING• ROOF PI-AN NOTE: 1NE5E MWINGS ARE IN5TRUMENf5 OF SERVICE & C01TRACTOR TO N0T1FY THE ARCHITECT' ARM THM PK70 MIZTY OF 1HM ARCHITECT OF ANY ANa ALL REVISIONS nLE_TO FIMLa NO CHANGES&OR MO19IFICA11ON5 SHALL PE COgP 01T5_CCIMNT,ANa OR GENERAL ALLOWEa W/O VVVIITMN A1MOPIZAT1ON PY THE aWG, NO.: CONTRACTOR WHICH PIFFER FROM THE ARGHITECT,ANY WPROPUCTION IN PART OR CONSTRUCT.aRAWINGS/5PECIFICAT1ON5• WHOLE 15 5TRIC1LY PROHIPITEP PY LAW. i I,ALL WORK rERrORMEM SHALL 13E IN COMPLIANCE WITH ALL FEDERAL, STATE & LOCAL DUILD►NG CODE5 AND OWINANCE5 V _ 2, PtEFOM COMMENCEMENT Or WORK,TW GENERAL COWPAGt012 SHALL FURNISH OWNER &ARCHITECT W1TH COrIE5 Or ALL REOUIREM IN5UIZANCE AND WORKER'5 COMPEN5AT10N - Cr-"FICATE5 INOLUMING NWrE5 OF ALL 51,t3CONTrACTOR5 INVOLVED IN THE CONSTRUCTION. O THE CONTRACTORS SHALL f3E IZE5PON5113LE FOR ALL DIMEN5ION5 S, CONMIT10N5 ON Tl-E� .i013,TIV ARCHITECT MUST PEE NOf1FIED Or ANY VAR►AT10N5 FROM THE DIMEN51ON5 SHOWN, z 4,THE COW AC IZ 5hALL 5UrPLY ALL LAC301Z AMP MATERIAL SHOWN ON THE MRAWNG5 z rO g UNLE55 OTI-VW E NOTEM, 5:THE CONTRACr0IZ 5HALL PF, RE5PON5I13LE FOR ADEQUATELY PRACING & PROTECTING ALL WORK MURING CONI5TRUCTION AGAINSr MAMAGE, BREAKAGE,COLLAPSE, 1215ro"ON& --TOI- OF Izoor C V,I:E:) . — . — . — . — . _ . — MISALIGNMENT ACCORMING r0 ALL APPUCAI3LE 51'ATE ANM LOCAL CC�l7E5, Z zI -2'' TOP OF C3A5E ROOT ').• ... . '. • w . .. ... ., . 6,TW GEN L.CONTRAC-1`01Z 51 IALL PAY FM ALL rNZMlt5, KT5, &C05t5 MLASP t0 fN� 14 z --'----- =-= - ---. - -- ---------------- --- --- --- ----------=-- -- - ------------- � WORK OF THI5 CONTRACT.TI-t GENERAL CONTRACTOR SHALL INITIATE ALL REQUIREM91 ,••, ----- --- IN5rECT1ON5 Or ALL WORK COMMXTEM UNMER THIS CONTRACT UNLE:�S C>MEIZWISE NOTEM. I/! 'M :{ : : _ - --_T .-, -- -Y -��-'- '-- ==- ------------ ------ --- --- �c_ 6 WHITE ALUMINUM GUTTER& LEADER AS AS APPR M BY CLIENT,(TYP.ALL Akf A5), - 7.TW 5W-CON11ZACr0R5 5HALL Ar ALL T1Mr-5 Kr-P THE 1 mmi5e5 a F-AN ANP M RE5rON51BLE FOR REMOVAL OF ALL 121OP15H CREATED BY THEIR INMIVIMUAL TRADES U.O.N. PROV.4" X 6 I 2" WHITE 5CUFPER WITH TOP OF WINI20W GALVANIZEM SIDE5& PrrM,FLANGES r K1 8:ANY"EXT12A5" FOR ANY ANM ALL FIELD C:ONMIT10N5/S1,p35rANT1A1.CHANGES SHALL BE GOVEIZED W/ E:r,D,M: MEMBRANE.C TYPJ . U MOCUMENTEM WITH THE C05t E5TIMATE &APFROVED 13Y OWNrIZ MP OR HI5 AGENT BEFORE U 5'WfIN6 THE AMMIT10N1AL WORK. N 9,t70UDLE FLOOR JOISTS ARE TO BE INSrALLEI7 UNDER ALL WALL PAIZT1T10N5 RUNNING FAR&ICON5T II--110 N DWIZAMI6'5.FOR SIZE IME POUM-r WIZ.J015r5 At ALL C�:NING5.REFER TO 10'C N. PROV, �JA.ME HAIZCIIE FIBER E , 5 C MENrA1211 SAN O\\� �\ 8--O'' :: .: "V" GROOVE 51DING .25" 144" PI C 5: \� \\\\ 10,ALL FRAMING LUMBER 1013E bOUGLAS FIR *k2 CONSt,GRAME OR EQ. 2�'r91 II,ALL EXTERIOR STtZAPrIN T REF.t0 INStALLATION SrECIFICAT10N5, �� G OBE ABOVE OR 13ENEATN EXTI;RI012 51 IEO:THING, v�l�� \\� PROV.3 4" AIZVANTECH ROOF SHEATH, \` \ GLUED & 5GMVvrD W/ GLUE DOWN HVY, \�\ 12,THE CONTRACTOR SHALL PROVIME SHOP DRAWINIGS FOR ALL SrECV''�.WORM.SI,1CN AS BU1' DUTY E,P.D.M. MIN, 2" BELOW INTERIOR NOr LIMITED 1`0: MILLWORK, 5FRINQXIR 5Y5TEM5 AND 51TTL WORK.ALL 5HOV DRAWINGS roP OF SECONt2 EL, FIN. FL., C L NEED T1-�APPROVAL Or THE ARCS-IITECt PRIOR 110 I'ROCEE MING WITH THE WORK: , LYf AL MICROL AM & FL, JOISTS --- ------------------------------- \\\ \---------- r05LOrE ,25"/12" roF -r, CON 5L F-MIZ5) --- - .-- - ----- - - -- ---- ------------ - -- ---, ------ --- -------------- - -- -- -- -- - \�\\\\ ,: 6 WHITE ALUMINUM GUTTER& LEADER AS Y .. y i' . . AS R Y APP ovED B u r TYP.. G EN .C L TOP � AL A5) O WINDOW .,. rRov.cusr :: " �i OM 51ZE N O 1 lam- HARt71PLANK P E ` • <REF,r0 EL NATIONS)ON 3/4" X 21121, . `.•:� ''`� '�� FURRING IP STR 5 At EACI-I 3/4 OPG.COVER PER REQUIMMENr5 BY Tl I: NEW YORK 5rATE RESIf7:NTIAL 1 :. 5 W/ E:P.P.M, CONSTRI ICT1�N COME,WE CERTIFY '• FURRING STRIP r Tl-lA THE MESIGN CRITERIA t MONE R P P 5 FE RESC:RI 11VE DESIGN:ALL Or THE LOAM :. b•''' CALCU.AT10N5& SfRLIGTLRN.PLANS COMPLY WITH ALL Or NEW PORK STATE CC7N5TRUCTION � ... ... ,, ... , : ,.. , ., ••,; •, • : ,. . •••. •.::'r:: to c,H. .,. . . . . . . . . . . . .,. . . . . . . . . .., ... . .. ..... . . ��<:: . A COME BASED ON C Ar&rA) •t. •.h I '1 6 -011 TOP OF FIRSt FLOOR '.. .' , • •' .. .. .. .. 7- . t .. _T _ ______ _-_ I I I I TI I ___________________________________; ; P.,, 16H-r r,, � � UATi O N z r -r----- � j ---- ------------------------------------------- I 1 I TOP OF BASEMENT I=LOOR -1-L- -------------------------- -----------------------------J I-----------------------------------------------J I 5 i i- ----------------------------T- -i--r--------------------------------------------r-�-I-� II I I I I �-----1----- L-----L----'---------------------------------------�-----� O "- A RL O 0 I , o I �\ i I • I , a`1-2" `rcr of BASE Izoo� :.: . .. . . �`. 1 i� - ----- --- ------ - - - -- __ -- ------- -- - -- ' -- ---------- -------- 6:� WNITEALUMINUMGIJTTER& LEAMERA5 I \� A5 APPROVEM BY CLIENT:C 1YP:ALL A5 OP WINt20W PR I OV,4 X 6 1 2 WH I . — . — . — . ITE SCUPPER WITH I — — — GALVANIZEM 51nE5 & Pr , rL 5 TO B I nn I I GOVEREM W/ E,P:M.M: MEM[3Rl�IE,C'fYPJ ,. I OF 19YP-,AMlP , I i I � NI H rROV,JA•ME5 NARMIE FIBER CEMENI1'A1ZfI5AN � i I: " : I V GROOVE 51MING 5 144 PIG 5: ,� Mr.1'0 IN5TALLATIONI 5PECIFICAWN5, PROV, NEW TECH WOOM -ALL WEATHER 5Y5fEM 5,5" X 96" COMP I 51MING I �� I P0A a9(rERUVIAN TEAK) i I 1 PROV.3/4" AvvANTECH ROOT 5I IEATN, I �� MUTY�p.12, . MINI ' BELOW INTNZIOIZ I \� 1 TOP of SEcoNt2 FL, ----------------- ' "�' ••'°•�•�. •.. • ., ' ......:..::. .;• ..,. .. .:....:�.. . I �\ ------- --------- ------- _ _ ---- rO 51,01` 2571111211r0 EXr. ON 5LEEPER5) FIN. FL- GU1'ALL MIGROLA,M & FL, JOISTS I -- ---- ----------------- --==- 6" WHITE ALUMINUM GUTTER & LEADER A5 APPROVEM DY Ci 1ENr,C TYF,ALL A5 . •.i r I TOP O� WINI20W ••. ., .. ... .. — °, I I 3 I I rROV,CUSTOM SIZE "HARDIPLANK" PANELS I I C ter.r0 EL:VATION5)ON 3/4" X 2 1/2" I >u 7 I l > I I FURRING 5TRIr5 AT EACH 3/4" OPG:COVER I FURRING 51121r5 W/ E.r,M,M. G 1 > i 1 10 •'t: 19 I I � I I :•t . I I �/ � O � b I I TOP OF FIIz5r FLOOR ---------------------------- - L------------------------------- -1----------------- ---------------------- r/010/1 41=4 / El P// -- ------------------------------------- --------------------------------------------1 '9 OZ121 I IOF NE��� N N UD I I I - F 1,9,O N f 1 ✓ � Y / f1 T I I -1 SGAL�; II 11I �- ------------------------ - 1-i8' I ---------- ------ NOTE: �/ 9' a l O ----------------------J I NDICATE5 BEARING row LOAD MWG, NAME' 1 I THI5 LOAD MU5r BE TRAN5FERED W/ ADEQUATE W"CAL BRACING, 4,150,24 1 I FPON1'/ 12 6W rOP Or 13A5EMENr FLOOR ���VATIONS I I I I_----------------------:----------------------------I I MOTE: lW5E MRAWN165AT, IN5TRUMENf5Or SERVICE & 5 i I i-i-L _________________________T _L, �i2ACTOR rO N011FY THE ARCHITECT AID THE rizom Y OF TIC ARCHITECT, OF ANY ANM ALL WVI51ON5 DUE r0 FIELM NO CHANCr5& OR MOMIrICATION5 SHALL M MWG. NO,: _I 1 I CO�EN1;ANM OR GENERAL ALLOWEM W/O WRITTEN A1.tIHORIZATION PY THE L--- -------------------- --------- ---"� CONTRACTOR WHICH DIFFER FROM THE ARCHITEC'r,ANY MrROMUCTION IN FART OR GON5TRUCr•MRAWIN45/5rECIFIGAT10N5, WHOLE 15 5rRIGTLY moH113h P BY LAW, A-i5 i � N I,ALL WOIZK MWORMFP 5HA5LL DF IN COMPLIANCE W111 ALL FMgMIM, %Alt & LOCAL V DUILPING COPF5 ANP OIWINANCl;5, Elk 2.DEPORE COMMENCEMENT OF WOIZK, 11-C CZNI^R&CON112AGTOPZ SHALL rLRN15H OWNER F� &ARCHITMCr WITH COPI F5 OF ALL IZFQUIMP IN51.PANCE ANP WORt. R'5 COMPEN5AT10N z CFRTIFICATE5 INGLUgING NAMF5 OF ALL 5U13CONTRAC1'OR5 INVOLVU2 IN TW CON5TIZUC11ON, 3,TM CONTRAC'fOR5 5NAI .DE RE5PON51PLE POR ALL 19IMEN510N.5& GONPMON5 ON 1HE J013.11-E ARCHITECT MU5T DE NOTIFIED OF ANY VARIATIONS FROM 1HE t2mm5tON5 5HOWN, zg 4,THE CONTRACTOR SHALL SUPPLY ALL LAOM ANP MATERIA, SHOWN ON 11E PIZAWINGS Z UNLE55 OTHFRIM5E NOMP, � 5,TNF CONTRACTOR SHALL DF RF5PON51DLF POP AIZEQUATMY DRACING & PIZOMC nNG ALL WORK gU21NG GON5TRX11ON A6AJN5rPAMA6E,DREASKAGE,COLLAPSE, 121%0 TION & TOT' OF ROOF (V,I,F.) �. — M15A5LIGNMENT ACCORDING TO ALL APPUCADLE STATE ANP LOCAL COPES, � - ' '211 Tor OF DA5F ROOF 6.TEL N' ,CON112 ALL AC11M 5NAI.L PAY FOR PERMITS, FFE5, & C05r A 5 MI SI: THE TO T HE G t WORK OF THIS GON1RACr,TNF GFNFtZAL CONTRACTOR SHALL INI11A1E ALL tZFQUIREq - -------, . - ---- ------- - .. - - -- - -- -------------_-_---- -- -- --- - -- -- IN5PECT1ON5 OF ALL WORK COMPLFTEP UNDER THI5 CON112ACT UNLP55 CfWIZW% NOMP. 7,1HE 5W-CON1'RACrM5 5NALL ATALL 11ME�5 KMr TW rWMI5r,5 CLXAN ANq AT, RF5PON5Il3LE FOR MMOVAL OF ALL RUDDISN CREATED DY TI IPII?ING IVIgLIAL TP.AI7P5 U.O.N. -rap Or WINI20W 6" WHM ALUMINUM GUf11 I2 & MA IZ A5 � � � > t�l A5 APPROVED DY GLIEN . TYP,ALL V 8,ANY"EXTRAS" FOR ANY ANP ALL FIELP CONPIT10N5/5UD5rAN11AL CHANGES 5HALL 13E U �- POCUMENTEP WITH THE C05T 1<511MAM & APPIZOV�q I3Y OWNER R V OR H15 AGENT DMORE - 5rA121'ING THE APPIVONAL WOW, K PROV,4" X 6 1/2" WHITE SCLrr' IZ7\M GALVANIZEr 51PE5& DfTM,FLANGES 11 N Kl COVEREq W/ E,P.P.M, MEMDRANE,(m) 9.gOUDI.E FLOOR J015r5 ARE r0135 IN5rALLEP UNgM ALL WALLI"A"1ON15 RUNNING J PARALL�L TO THE FRAMING:PROVIDE POUDLE NPR,J015t5 AT ALLPE ONING5.MFER 1'O 10'C:N, F7 P ���\\��\\��\\\\ CONSTRUCTION 2W6'5, FOR SIZES, I I 8' -011 PROW JAW5 NARPIF F051Z CFMr;WPCE 15AN 0 ` # 24 "V" GROOVE 54DIN6 8,25" 144" PIECES. \o10. � \\ \� \\ AL FRAMING LUMDERTO DE DOUGLAS PIR 2 CONST.GtZAJ7E Cx2 FQ, P.TO INSt LA10NCIFIGA0N5, o11.ALL EXTERIOR STRAPPINGTO DE ABOVE OR MENEATEXTERIOR 5NEATHING, \\ PROV, NEW f5CH WOOF -ALL.WEATNFR � \\ 12.fW CON112ACr0R SHALL PROVVq 9-10P DRAWING F CI W N Uf 5Y M 5,5" X 6" COMPOSITE 51PING N \ �\ DOA W C PMI,NIAN TFAKJ 5 OR ALL SPA AL WOIZK SI.IG A5 t3 \\ NOr LIMITED r0: MILLWORK, SPRINKLER SYSTEMS ANq STEEL WORK.ALL SNOT PRAW1NG5 1'Op OF SFCONI2 FL, �\\ NEEq Tl IE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEgING WITH 1NE WORK, ------------------ 1\\\O\ - ---------------------------------------------- --------------------------------------- - ----- - } tOt' I2 OF WIN OW .. N ZE "HARP ANK" PAN :•:. ..•. :•. . •.: :.`• . :: .:<. .:. :.: ::: ;....:4 (REF,r0�A11ON5)ON 3L 4" X 2 I 2' PER REQUIREMENTS PY THE NEW YOM 5rATE M51MNfn CON5TM,-T10N GODS, WE CERIIPY : .: ::. ., ..; ;....: . .. ,:....•• .. : .:• ".; PURRING 5TRIP5 At EACH 3/4" OPG,COVER 1HAr THE M516N CRITERIA 15 PONE PER PRE5CRIP nW M510N,ALL OF 1+f LDAP ':: FURRING 5TRIP5 W/ E PV.M, q E GALGU1,A110N5& STRUCTURAL PLANS COMPLY WI1N ALL OF NEW YG'RK STATE GONSTRUGTON I .• .. .. :... . •. •: • '.•.:.•,.�'- .. .... .... COPE DA5E2 ON C AF&PA) 10 C,N. :.-. II 8 O p ror F O of IIZSr FLOOR •1. ..�/� ---------------- ------ —i-7� 2LZ O O � � CVAfION � � z 8 I • � I I I I I I I I I I rOr OF OAsrMFNr FLOOR I L-------------------------I I I -----. 511 i_1—Li---------------------- I� - ------ ----------------------------------------------------------------"r_1—L—, ---------- IL jI Q L V A o I � I � I 1 I_21 I rot' OF BASF RooF y• • \ :a I \ ------------- ----------------- --- --- -- -- - 6" WHITE UMINU GUTS & LEAITR A5 \ L` A5 APPROVFP DY CLIENt,C TYP,ALL A5 1 \\ OF WINt20W I \ I \ �i • — • — • — • — • — • — PROV,4" X 6 1/2" WHITE 5CUPPER WITH \ m P N� Or pI \ I 51q . & 13TtF_ FLANG 5 TLOffLIN� PYP-,�,AMIP I COVERED W/ E,P,q,M, MEMDIZANE.C TYPJ I \\\ OF I 6 �._ 1 17" �O'CA M I \ PROV. NEW TECH WOOF-ALL WEAT R 1 \\ 1 8'_01 I 5Y5 M 5,5" X 6" COMP051TE 51PING 1 \ I DOARq(PFRUVIAN TEAK) \♦ OF 5FCONI2 FL, I \\ V/0001/1: VON ANK" PA5NEL5 \ I PROW CUSTOM SIZE NPJZgIPL 1 \ i .. '• " I I .. RE O ELFVATI 3 •5' ON5) N 2 1 2, O /4 X 5• I i I ,t. F r F OPG.COVER URRING STRIPS AT EAGN 3 4 ., , • .t.. .:.. .. . h . ., : . .. .. •:. . FURRING STRIP P I` I •'L TOM STRlIC7UA POMFq COL 'SPOV,CUS I 'S lu 1 I 2 „` .•.: :. ' , ;.r'••... AS SHOWN ON ELEVAT10N5, I S' 1 1 777777. 8 O .. '•;' I �EDq � l5 I I s R � KP +C I r \ T - I I ti I 1 1 Y :,F•a q I I I I lu '•l: W TOP OF FIR fl sr FLo R 0 .t I I I � 1 � ---------- ------------ -- --— ---- ---- ---- - ------------------------------- ---- --- -- --- -- I-------•-- ———————————————————————— L-- T ----- -- --------------------------1--------------------- I 4'� 0,'121 1 1 ------------� OF NE �t N I I I I 8' � L � VAfION SCALE: I 1 I I � I i � I I I I I I NPICATE5 REARING POINt LOAF l7WG, NAME: I I j j W/ APFQt,tATE VERTI I I CAAL DI ACING, 1 1 4,�50,24 MAP,/ L�Fr 1 1 I I I I ���VArIDNS TOI' OF 13A5IWFN1'FLOOR I I I I I I NOTE: &I U----------I U------------------------------------------------------------------------------------J THESE MVVIN05 ART IN5TRUMFNf5 OF SERVICE OOi 1 hACrOR t0 NOTIFYTNE ARCHnCT AM THE PROPERTY OF TM ARCHISCf, I r1 L� ��-LT ------ --- ---r'-I-''� OF ANY ANP ALL IZFVI51ON5 PUF r0 FELP NO CI ANGE5&OR MOPIFICAAON5 51IALL M - ----------------------------------------------------------- 5 1 I I I C091211ON5,CI-I N1;ANq OR GENERAL ALLOWEP W/0 WtZ rTEN AAHNIZAPON 13Y THE PWG, NO,: CON112ACrOR WHICH DIFFER FROM fM A P.CHITEGr,ANY RMROPUC11ON IN PAIZr OR CONSTRUCT, PIZAWIN65/5PECIFICAT10N5, WHOLE 15 5TRIC11-Y PROHIPITEP DY LAW. i _U PROV,DDL, 2" X 6" ACQ WAL6�� � > 51LL PLATE (TW.) �[ 10" P.GONG,FOUNDATION WALL STUD �� Z SIMp50N HL35 KANr-SAG L51122 012 WAA..PPOV. MIN.8 F12N, 5WATHING �' O A -DU F'�° ADO F'" GRADE 19 ' 1 N5U�A�'I ON NOS 5 IMPSON L51-A21 5112AP N �,' , � } 0 C TYP,ALL AREAS) ?: SHEATHING rO WINDOW ANGLW DRACMI' P112a WITH C 16) 10d X 11/2 FA5SNWR C"9) 2"X l0" 1 a I I ' CONNECTION OF WALL ] KAM C 5MRAP RWQUIRED FOR 16" JOI5T I SCREW THROI.IGH 1 ; �;; Z WINDOW I�Al2�12 � V� g DEpTN OR MEMDWRS WITH SLOpW -� - DRACE At EACH HEADER "�-,,i,3,�'�b I pi201'05�12�XT�121012 WALLS: 2 X6 WOOt2 STi.I�,F'120V,3 TNK,GLOS�t2 CALL FOAM W/ � Z o PM, MICIZOLLAM PROV,WATER DARRIFR DETINWEN -1,, - =' THE ADDITION OF R-8 DATT IN51LA11ON DY 'CN;rAINTWWD' OR APPROVWD EQUAL, O 00 �� � OF 7/12 OR GREATER), FLANGW o FOUNDATION WALL &ACQ.RIM J015T, I 0.75" X�3 MIL I CONNECTION OF WALL (TYPICAL ALL EXTERIOR WALL AREAS) ` U SHEATHING TO 2 X 6 STUDS s I I J PROPO5WD AT11C/ROOF: 2"X12" WOOD5TLV.PROV,7" THK.CLO5ED CELL FOAM W/ 2" X 1o" R.R, ' ',I 1/2 " DRYWALL COWIZING 5TW5, (TYPICAL ALL ROOF AIWA5) Z PROV.2 CONMINUOU5 # 4 "JACK - M-PAR.(TW.ALL AREA5) 5TU125 PROP05ED PASWMENr CEILINM-21 PAM IN51,LATION OR APPIZOVED Ea.W/ 1/2" DRYWALL COVWRING FLOOR J015r5, (TYPICAL ALL AI?_A5) EX15T'G, & NEW INSIZIOP WALL5: IZ-21 5OUNP PArr IN5U A11ON OR APPROVED W.W/ 1/2" DRYWALL GOVrPING OOM 51DW5, (TYPICAL ALL AI M5) U COI2NF-k CONNF-C110N 92 CONNECTION OF I21GnF nl FOUNPA110N n -Nl, bl X- C3tZA0N6 ( GONNF-CTION OF WALL 5H[�ATNING �12 N C �XAMpL�> A MAM TO ROOF pLAT� TO FOUNPATION TO WINDOW WAnF_I: A-:A5 ( FXAMt'LF_> MAMM r) HN mm�,mm �\85k \ 0 TRU55/RAFTER \ (W54) TRUSS DRACING (MT512) V , PROV CONY,P Et W/ cur-OM5 rm NEW WHITE GALVANI D 5CLPP R5,GO ^ / W/ E.P,D,M. & 5/4" X 8" VWRSATEX CAP, �L � I I PROV.4" X 6 I 2" WHITE SGUPPWR WITH -2 TOP OF t3A5� ROOF GALVANIZWD 51DW5& Dt M, FI,"r5,rO D ,...:; 5TLQ2 r0 STUD 1,�•a Ie"o.c,c•rYr,iu-I.�' F.J.®16"ac,c•rvp.a.i.> COV�mr7 W/ �.p,n.M, M�Mt312ANF.C 1'YP,> 2 I/2"X I4"W.I.360 2 I/2"X IA"W.I.360 (G516) AS Appt t7 DY CM N'�T�''ZCYP L��12 AS I PROV,4" X 611211 WHITE 5CUPPER WITH pROV, 2-I 3/4" X 14" GP MICRO-LAM O O IOd NNI'5 OR 5TLln rO PAW J015r TOP OF WINDOW GA VANI t7 51 5& C31 rM.FLANG 5 TO LVL rLU5H GItZt7O m5 c4 ON POINT LOAl2 p120V,2-I 3 4" X 14" Gp MICRO-LAM >- 16d SINKERS GOVirRED W/ E,P,D,M, MEMDRANE.C TYP,AJ-L) " 16 O,G.VERL1GAL C G516) - - • - • - • - • - • - • - • - t30TN ENDS,C TYp,ALL SECOND FL,GIRDERS,) LVL W I-3 8 X 13 STL,pL,C GONTJ FI.LI5H GIRDER RW5TING ON POINT LOAD5 4" O.G.HORIZONTAL HWAd2MR ANCHORA6W PROV.6" H.P. 5pRAY FOAM IN5ULA11ON & D01N WND5,(rYP,,ALL SECOND FL,GIRDERS) U L\A (L5TA18) 6" F'I't3LIZGLA513ATT,(TYP,ALL 1200E Al2EA5) ,Z \ z 5TRONG-WALL LUE PROV, D5KIN Vr 100 SELF ADHERED fl PROV, 3/4" ADVANTECH ROOF 5HWATH, WATER IZ1;515T,AIK'DARRIER MEMDRANE ALL GL (11PIcAL Ar (O'G,N, EACH CORNER) D & SCD W/ GL DO HVY,WN EXPOSED SL�2FAGE5, (TYP,ALL EX f1;R10R) l(� PI20v.JAME5 HA wr FIBER CEMENT ARLI5AN DUTY W P,D,M, MEMDIZANE LP ADJ, 5Tl U2 8 'O "V" GROOVE 5112IN6 15.2571114411 PIG 5, PARAPET.(OP110NAL AVP L. MEMDRANE), PROV, NFW CH WOOD -ALL WEATHER REF,TO INSTALLATION 5MCIFICAT101\15, SYSTEM 5,5" X 96" C rizov, 117/8" Pax mAm PROV,3 4" APVANTVCH POOF SHEATH, C30ARt7 C PERWIAN?EAK) � PRE-ArfALHEt2 GU,I;P &5CRF-MO W/ GLUE POWN HVY. z PI D6 WITH 51 L PLATE TO DUTY E,p,D,M, ON SLEEPERS IF OVER ADJ. rIZOV,FLASHING A5 MQUIITI?AT ALL CONN, C 12) SIT I/4 X a . .Q `. F�UNPA110� I G 5'I'Un W,4I.L rApAPEr/5curr 2 FLANGE, POINt5 Ar CHANGE OF MA:MklAL,(TYP.ALL) fl FASTENERS < I ,• o ': USING U5P AR N SHEATHING TO SLOPE ,25 /12 TO r-- PLATE FASTIiNWRs . C Asr; F LDPS) TOP OP SECOND FL. 11 PROV,FLUSH 2 - 13/4 X 11 7/8 GP-LAM LVL OVER ALL DR,/WINDOW/&TRIM OPG5, 0 51LL PLATE O .16 „ Q c - EXTWND 8" DEYOND ACTUAL OPG,C TYP ALL) O FOUNDA110N nm (PP) PROV,3-1 3/4" X 14" Cr MICRO-I-AM SILL PLATW TO TOP OF WIN120W E�REV. '211 CI.G �R55 F OOR,T IN5ULA110N �� �� FOUNDATION � PROV, METAL FLASHING - - - - _ - - - LVL W 2- I/2 X 13 STL.PL,(COW.) USING A11 t3EARING At ALL WINDOW SILLS, FLUSH GIRDER I�STING ON POINT LOADS PLATE FASTENERS (r AL ALL LOGAT10N5) D01N ENDS,C TYP,,ALL SEGONl2 FL,GIRt2ERSJ C HDpS/LDPS) PROV.2-1 /4" X 117/8" 6r MICRO-LAM LVL GIRDERS rO POINT LOADS POTH END5, PROV,CONT,3/4" x 12" 11VER5ATWX" 5OFFIr(TYPICAL ALL 3 -5OFFIr AREA5, >�'_�Wmlzo 2" X 6" WOOD 5TW5 W/ 1/2" ACQ. S/GLGS C SGREWt;D) & I/2" Tl-IK,M�1'& FA5TINN1 5CHN2ULX IO'G,N, IST, RESIST,GYP, DD, IN ALL DATHRMS, PROV, -a FCDV -O51n HARI2IPLANK PANELS nl! C REF.t0 ELEVATtG�15)ON 3/4 X 2 I/2 PROV,H,D,50UND PArt IN5LLATION IN ALL FURRING 5MIP5 AT EACH 3/4" OPG,COVER 'O" PIZOY, 4" W,X 3 4" INK, PREFINI5HED INM1 MOIZ PART1110N5, (TYPICAL t30111 FL5. FURRING 5TRIP5 W/ E,P,D,M,WOOD FLOORINGO AS ADP, DY CLIENT. C ALL STP.AI'ING TO G'� @ !6" O,G,� FIN, GRADE PROV, CU5rOM 8" WALL DA5E DOOR& rWV.2"x 11 8"Gr-"FIC3�IZ5112AN17" PROV.CUSTOM 9" PIA,STL, VERSATEX COL. PIZOY, 3/4" ADVANTECH"-FLOOR OR WINDOW TRIM -CLEAR PINE Ott Apr.EQ, �'M�' � ' C TYPICAL COLUMNS,) C4t?AVF- AWAY APP,EQUAL DY CLIENT, C TYP, U,O,NJ 15r„ 2ND., & DASFMENt,(TYP,ALL) <TYP, ALL) rPGV. VL.2"x e"ACQ. LL M.WTH RMI 5NI IP FIDR 5 Nsta , rrn,A-1. WOV, 5 4" X 6" #2 UWAR MCKING OR A R Pp,DY OWNER O ACQ,51XEMIZ5 TOP of 1=1Rsr FLOOR GLUWD rO DECK MLOW WITHOUT"SCREWS. WAIL SMl lt7 I , _ 2"x 10"AC.O, _ C TYPICAL ALL EXT IZIOR P2 CK LOCATIONS) " Q 161, Q 16" "O.C.(fW.A4, PROV,CONr,VERSATEX FASCIA DOARD, WALL STUD r :. (TYPICAL ALL EXPOSED 51t2E5 OF DWCK5,) PROV,COW. 1/2" THK,CEMENT DOARD r0 rrQV,5/8"PLA.x 10"L.51L,aaLr5 2" UNDER NEW 51DING TO 6" BELOW FIN, _ rR0v,12_I9 PAr1'IN511,?5 " FOIZMULAR 1NIZI.1 bK 51LL I'LA-M VMftPMP INTO '' PROV,CONr,2" X 9112 " A.C.Q.GIRDER GRADE & 2" THK, 500P POLY,FOAM rO 2' 250 O-G IN5UL,D175-C�&5UAM5 N NO O Vol ,6-I 1AP�C7.CT11'.ALL 13AS�M�NtA1Z A,) MAX,rROM ALL MATt IN IMCION5, C TYPICAL ALL DECKS,) BELOW GRAl2E.(TYPICAL ALL FOUNDATION), (TW..A I �A RSALL 1301 t5, 2'' X 2' X I'-O" D,p, CON(, FOOTING DOrrOM PLATE: 8, rROV, 5 1/2" 50. 5MRUCr, 5TL,COL, PIZOV, 5/8 nIK,GYP.an,ALL�xros�D :+ �' PA5EMF_NT WALLS CL 45. C 5CMVvFD 8' W/ I'-O" VIA,p, GONG, 1150NG T-WF_" I" RAND JOI5t DOLT TO FTC. & GIRDER/REAMS ADOVE, MG>ISf,R�5151•GYP.W.IN ALL Al2�A5> 2" X 2' X I'-O" t2, P,CONIC, FOOLING ADOVE FIN.GRADE,(TYP, 3 EXr, FTS.) C TYPICAL 12 LOCATIONS) rROV,2-I�/4"x II 7/e"Gr MIGI20 LAM C TYP,ALL 12 INMEIZIOR FOOTINGS) DTTM, OF FTC, O DE 36" DELOW GRADE, LW awr_P5 WMNG IN DRAM rom_,r5 a PROV,WATCHDOG WAT1;R PROOFING ALONG BOTH FNt75 U.O.N.C TYP,ALL GII2f7�Rsa 5" p, CONCRETE SLAD W/ W,W,M, TWO-MENDER FLOOR SUPPORT REAM PERIMETER OF FDN,WALL BELOW FIN,GRADE. PARGE JOINT DETWWEN Ft2N, WALL & FTC, THROUGHOUT'OVER CAMPED GRAVEL D CONNECTION OF WALL TO FLR, FRAMING TOP OF PA5WP_N1-FLOOR 8" P. AL 2'-0" W. ECG p SIMP50N LSTAIB STRAP WITH I'-0"n r'G (I2) ON FASTENER, y CONC.FDN, W/ X �� P.GONG� GONT,W,W,M, IN ALL WALL5& FOOTING5,C TW,ALL A TA5), , �Q CONNECTION OF DANP J015T TO 5LrrORT 51Mr5ON LTP4 STRAP C 12) 8d X 11/2' Al 1%001'ING5 TO DE ri_ACr_5,DN VIRGIN 1 ' UNI21511 P[3501LZ TYP,ALL F0011NG5: I '' CONNI�C110N OF WALL !O ® ING, �r 2t2 TO FLOO!' �I?AM A-3 � � C �XAMPLZ> s > � ROOF 2" X 8" MOCKING TRUs5 S-EATING TO 2) 2" X 4" TOP PLATE I N SUS A�'I O N 0 .5 z TOP MATT . RAND JOIST WALL FLOOR FRAMING H,D. 5P pOL ETHANE FOAM IN5Ut_A111ON: -� -? STUD NEW EXTERIOR WALL5: 21O X6" 5TUD, R-21 -3" H,D, 5PF2AY FOAM IN511, CLIP ANGLE(DOTH 5112E5 OF OO O CONNECTION) MIN. LENGTH - J0I5r C� NEW ArTIG/ROOF: R-42 -6" -7 V. 5PRAY FOAM IN5ULAMIION, D DEPTH MINU51/2" 120UNX WALL 5TU25 C 3) 2"X 10" DASEMENr GEIUNG SPACE: R-19 FIDERG HIGH DENSITY INSlLA110N, WINDOW GONNWGTION OF WINDOW _ _ N 8 SCREWS(.4 PER LEG rOP PLATE FADER HEAt2ER TO EXTERIOR WALL. TWO-MENDER FLOOR INTERIOR WALLS; R-ZI NOW r PAPER UND DArt INSILAI ION OF CLIP ANGLE) 2" L5TAi8 5TRAp WITH 5LPPOIZf BEAM 2" X 10" RAFTER C 12) IOd FASTENER, d' N p1 NEW DA5EMENr EX, F D OUT'WALL5: N N QN RAFTER DRACING MT512 STRAP r S�p�Or- L������2 I " RA � INSI,IL. � METAL HURRICANE CD I WITH(7) Tod X 11/2 FASTENER 5TRAP TH(12) Tod X 11/2" FA511EWIZ SCALD: CONNECTOR TO 5TUD AND RAFTER, JAC"�" WI INTO FLOOR J015-r AND 5LPPORT REAM NOTE: 1/ 4 I '-O" WALL 5TLV5 SHEAHNG _$ INDICATWS REARING POINT LOAD DWG, NAME: THIS LOAD MU5r DW TWN5FMWD W/ AMCLIAS VERTICAL DP-ACING. I3UILnING S�C1 CONN�C110N or for S�CT10N/ n�T, JOIST TO WAM1,9 J0151' n } b6 13RPWOUTN GUT t 7 CONNr5CION OF WAIT 5H�ATNING n8 CONMCIION OF NLOOI: F12AMING p9 NOM: THW%LWAWINC45ARW IN5TRUMFNr5Or 5FRVICF & PLAN C F,XAMt'LF_> A-- WALL I'LATF, TO WALL 5TUn, A-3 LOW �Nn OF J015T ONLY A-3 TO 51U25 MOUNb WINPOW H�AMIf A-3 TO 5UPPO f MAM, A-3 OOr AW AI P AOR L,NOTIFY IV ONN55 VM'TO rEW NOWRAC o c�Pe5&&OAR ICA O OF 11-C IN5 5H&L,M ( F_XAM'LF,) MAMoL�) ( F_XAMPL�) COqPM01q5,_a1F_NM;AND OR GENERAL ALLOWED W/O W fl'FN M iGVIZA110N PYTHE DWG, NO,: CONTRACTOR WHICH DIFFER FROM THE AIZCHITr--Cr.ANY MPRO12LJCTION IN PART OR CON5MR1.ICr,DRAWINGS/5PECIFICATION5, j WOLW 15 5TRICTI-Y PIROHIPISP PY LAW, I G�N�f?PJ, N0 5 M1� 5MCMTV I3ULDING rWrr OM 12�QU11?1WtWr5 CI,IMATF, ANn G[�OGPAPNIC P�516N CI?M�,pIA CP,11'F-PIA (WINPOW AMA 307- Or 6PO55 W'WIOP WALL AMA) '(ABLE 301.2(1) (MSAMENIIAL COME OF NEW YORK) pff , fA13L� �301 ,2C 2> MAXIMUM MAXIMUM WNM SEISMIC 5U3JECr TO MAMAGE FROM ICE 5HIEW FAMILY METACHEV VWELLING: HEATING Rol INS d FLOOV AMERICAN FON5r ANM PAMR A550CIAT10N1 C AF&PA) U _ ZONE 11I3 5NOW 5PEEM C MPH) VE51GN e FR05T LINE UJVERLAY, - MAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE LOAV 3 5EC GU5r CATE601V WEATHERING VEPTH6(ft-in) TERMITE` REOUREV WOOM FRAME GON5T RUC11ON U-FACTOR R-VALUE R-VALUE R-VAU E R-VALUE R-VALUE & MEPTH WALL R-VALUE HEATING VAY5 - 5750 -_ ZONE IIB 20 PSF ISO "G" "SEVEN" 3'-0" Mp HEAVY YES NO ZONE ROOF > 30'-40' X 1,53 ROOF > 30'-40' X 1.53 WNM SPEEM � z COINCIM W Mr-E3U.I3 TEMP. - 73_ 5750 0,45 R-38 R-21 R-30 R-l0 R-9,2 FT R-38 3 23,7 36.3 -30,3 -46.4 120 M/W FOR 51: 1 POUNM PER 5Q.Fr. ►0.0479 kN/m2 I MILE PER HOUR► l.609 km/h, SUMMER VESIGN MRY-E311 C3 TAMP. . WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRAVE OF MASONRY THAN NECE55ARY TO 5AT15FY THE 83 a ® � - STRUCTURAL REQUIREMENTS OF THISME CO .THE W L BE WEATHERING COLUMN SHALL FILLEM IN WITH THE WEATHERING INMEX "NEGLIGIBLE" "MOMERATE" OR "SEVEN" ) FOR GONG.A5 MMERMINEM FROM THE WEATHERING PROPAPILITY MAP(FIG,R301.2<3) WINTER VESIGN VRY-BI LB TEMP, - 6_ C�I MAC-Spy C I I C p�QU I f?�n & pl?Op05� THE GRA17E OF MA50NRY UNIT5 SHALL PE MMTEMMINEM FROM A5TM C 34,G 55,C 62,C 73,C 90,C 129,C 216,OR C 652, GLAZING "U" FACTOR - 0.45_ b, THE FRo5T LINE MEPTH MAY WOUIME MEEMR FOOTINGS THAN INVICATEM IN FIG,R403.1(1).THE JURISMICTION SHALL FILL IN MLY DIS ?IC3U n L,L THE FRO5r LINE M M COLUMN WITH THE MINIMUM MEPTH OF FOOt1N6 BELOW FIN.GRAMS. MINIMUM UNIFOI2 � U CEILING "R" VALUE - 0.45; PRoro%p MINIMUM NOTE5: c. THE JLP15PIC11ON 5HALL FILL IN THIS PART OF THE TABLE TO INMICAATE THE NMI2 FOR PROTECTION MEPENMING ON WHETHER IN POUND5 PM 5Q, r-00 r piF-F, 1'AI3LF_ 301 .5 ME5CRIPTION THERE HA5 BEEN A H151'ORY OF LOCAL%VTEWMEAN TERMITE MAMAGE, O - Z R-VALUE R-VALUE Z d. THE JURI5MICT10N SHALL FILL IN TH15 PARE Or 1-V TABLE WITH THE WINM 5MEM FROM THE BASIC WINM 5MEM MAP a - EXTERIOR WALL R VALLE - 0.45� 8" P.CONC.FNMN.WALL ON TOP OF FIG.R301,2C 4)).WINM EXPOSURE CATEGORY 51HALL BE METERMINEM ON ASITE-SPECIFIC BA515 IN ACCORMANCE W/ SEC.R301.2.1.4, Z WALL TYPE I I O P.CONC.9 H. R-10 R-10 A CONE,FOOTING. U5� L I V� L OAb I FLOOR"R" VAL LE - 0.45_ e. THE JL�R15PIC11ON 5HALL FILL IN V15 PARr OF 1-V rA13LE W/ THE 5EI5MIC ME51GN CATEGORY Mr.FROM 5EC,R301.2.2.1. WALL TYPE 2 2"X6" W.152.5TI.b R-21 R-21 2" X 6" WOOV STUN WALL VAN 1/2 CMX PLY WV, � 3 TOTAL EXTERIOR WALL 5Q.FT. - 3,816 50ff. f. THE JURISMICTION SHALL FILL IN 1HI5 PART OF THE TABLE W/ (a) THE MATT;OF THE JURISMICTION'5 ENTRY INTO THE NATIONAL AtT1C WITH LIMIT�12 StOPAG1-:q' h 20 P,5,P. T' 1 ,c WALL TYPE 3 2"X4" W,M.5TUM R-15 R-15 2" X 4" WOOM 5TUM WALL WITH 1/2" GYP,PV. FLOOV INSURANCE PROGRAM C MAS O r AMOPTION OF THE FIR5T COME OR ORVINANCE FOR MGMNT.OF PWOM RAZ.AREA5),(6) `,./ THE PATE(5) OF THE CURRENTLY FIRM & Ff3FM,OR OTHER FLOOM HAZA�RM MAP AMOPTEM PY THE COMMUNITY,A5 MAY PE AMEW. b Z N TOTAL VVI NVOW SQ,FT, - 607 5G????�1, ROOF TYPE 2" X 12" MOUG FIR R-38 R-38 11MBERLINE LIFETIME ROOF SHINGLE, q, IN ACCO37ANCE W/ 5EC11ON5 F905.2.7.1,R9o5,4.3.1,R905.53.1,R905.6.3,1,R905,73,1, & R905.8.3.1,WERE 11- M HA5 MEN A Ar�C W�o sto gy' 10 P 5.F, r�, Kl H15TORY OF LOCAL VAMAGE MOM'ME EFFECTS OF ICE HAMMING,THE JURISVICVON SMALL FILL IN THI5 PART OF THE TABLE W/ TOTAL MOOR 6LA55 AREA - 300 501rT. FLOOR TYPE 1 3/4" X 11 1/8" R-21 R-21 1 3/4" X 11 7/8" TGI PRO. 550 F.J. a 16" O.G. "YE5".OTHERWISE,THE JURI5VIC110N 5HALL FILL IN THI5 PART""NO".CEILING TYPE 13/4" X 117/8" R-21 N/R 13/4" X 117/8" PRO. 550 F.J. 12�CK5: 40 PS,� U . � � � TGI i. THE CiROMP SNOW LOAM5 TO P5 USEM IN METERMINING THE ME51GN SNOW LOAV5 FOR ROOF ARE GIVEN IN FIG.R301,2C 5) � U FENE5TIZAT10N AMA - 907 / 5,548 X 100 - 16 A V✓1MR 16" O.G. FOR SITES Ar ELEVATION U'TO 1,000 FEET.51TE5 Ar ELEVAT10N5 APOV4E 1,000 FEET 5HAI-L HAVE THEIR GROUNV SNOW W)W � �XTI%PIOP PALCONIF,5: 60 P,5,P, a �� INCNASEM FROM TIE HAPPEN VALU:BY 2 P.5.1,FOR EVERY 100 FEET ABOVE 1,000 FEET, TOTAL 5Q.Fr.AREA - 4,946 50.fT. SLAB 4 P.CONC, R-9,2 R-9,2 W/W.W.M.6 X 6 MINF. I~� 4 P,GONG.SL COMP, ILL PIM �5CAM5: 40 195.F, m\\\\\\wqn, \�\\.\ MINIMUM �QUIPMF_N-r pF_pF01?MAI�1C� M51GN C1? IA d 1 \ ° �\ � Imp GI.lAPi2PAL5 AN12 HANI2PAL5: 200 P.S,P, � � \\ AI�: 13A�'pl�p & INSU�A�ION INS�'AI��A�ION \,. p�� , 1'A�3L� 1609,6 ,2,I C I f 1 �al TABLE R4o2,4.1,1 6UA1 P"L,5 IN-FILL COMPOWW5: 50 P,5f, \�� EQUIPMENT CATEGORY EQUIPMENT CATEGORY MINIMUM �\ \\\ � . PERFORMANCE MAIN WNMFOIRGE RE55TING 5Y5TEM WIMP LOAV5 FOR A PUILVING W111H ROOF HEIGHT OF 30 FEETLOCMEO IN EXPO5UME Pa PA55�NGPP VFNICL� GAPAGFS:a a OIL-FIREV 5TEAM ANM MOE 10 CFR PART 430 50 P'5,r' \ \\\ b d COMPONENT AIR PARRIER CRITERIA IN5U.ATION INSTALL.CRITERIA NOT WATER BOILERS SL1BPAdRT B,APPENG IX N. AFUE 80% � yn� LpgV Rp,� HORIZONTAL LOANS VERTICAL LOANS \\�.�\ �, < 300,000 BTU/H. POOM5 OTHF-P THAN 5-MPING POOM5: 40 P,5,P. MEN O` A contwuous air barrier shall be VELOCITY VIRECTION ANGLE WNOWWRM \\ Installed In the buildirq envelope.The ENV ZONE INTERIOM ZONE ENV ZONE INTERIOR ZONE �\ Air-permeable insulation shall not be OVERHANG \ \\ GENERAL REQUIREMENTS exterior thermal envelope contains a used as a seal material. WNVWARM i MWAW NOWARM LEEWARM ENV INTERIOR %Z� FING POOM5: wu �\\ \\ contous air barrier.Breaks or joints WALL ROOF WALL ROOF ROOF ROOF ROOF ROOF ZONE ZONE In the air barrier shall be sealed, 51'AP5: 40` 10.5.P, G�N�pAl� OOf� I��AN N01 5 The air barrier In any dropped cedlnq TRAN5VER% '90'gANGLE< 45' 25.1 20.4 14.0 -15.6 8.6 -13.4 -11.6 -13.0 or soffit shall be allaps In the air The Insulation In any dropped ceding with the 120 25.7 ALL ANGLES 22.6 -11.9 15.1 -7.0 -27A -15.6 -19.1 -12.1 -41.1 -32.7 POP 51: 1 POUNIP/ SQ, Pt, - 0.0479 kPA 15a. IN, -- 645 mm2 wrsulatlon and any gaps CEILING / A1`11C barrier shall be sealed,Access open- and or sdrt,shall be allgned with the I_POUNP - 4.45 N. 1.VIMEN51ON5 5HALL TAKE PRECEMENT OVER SCALE MRAWN05 WO NOT wqs,drop down stairs or knee well air barrier, 5CALE MRAWING5). doors to unconditioned attic spaces a. PLF_VA1'V P GAPAGS P1_OOP5 TO Pr CAPAI31,,� OF 5UPPOPt, LOAD APPLI�t2 OVSP 20 5Q, G A Z,000 POUNI2 2.ALL INTERIOR WAWA,[-5 TO BE COV--REM WITH 1/2" aM5UM BOAR vwTN shall be sealed, 51NGLF FAMILY 1,�5112MCF_ INTFTIOf? �NVIpONMF_N1' IN, AMA, ^ METAL CORNER REINFORCING,TAPE, FLOAT ANM 5ANV(3-COAr5), The Junction of the famdation and Cavities within corners and headers b. A'PLIP51'0 At11C 5PAC�5 MffTM6 THE P�0UIP-MF-W5 IN 401166V 1 sill plate sealed. of frame walls shall be Insulated by & Hf, CLA551FICAVON5 5�C1'ION 1202.4.1 & 1204,I 5�CT10N t2802.4J �O�CONVENTIONAL OILING JDIStS ANn 3.WALL5 COMMON TO GARAGE ANV HOUSE TO HAVE A LAYER OF 5/8", The Junction of the tap plate and the canpleteI4 fill cavity with the cav with a FIRE RATEV GYPSUM POARV Ar GARAGE 51ME WITH 5'-0" M1`URN ON exterior walls shall be sealed, material having a thermal resistance MINIMUM REQ'M. PROPO5EM 5FCTION P802,10,7 POP TPU5%5. Al-11C5 WITHOUT'StOPA 1i AVJACENr W&L.5&CEILING, MANUFACfUREV LUMBER MO,2 LAYER5 WALL5 Knee walls shall be sealed. of R--3 per Inch minimum.Exterior U5E MINIMUM PRoPO%I2 5LOPE Hr./ 5-CM Hr./ u5E 5Q,FT,of LITE/SQ FT NET aMW VENT/50 Ff CMKIAPLE A25 THO5F, WHIM THr, MAXIMUM CLEAR Ht, PI TME�N J0151-5 thermal envelope insulation for WOUIM P ARYA AMA% ATA% Or- 5/8" FIRE IZATEM GYPSUM BOAIa� FUMNM HT" FURREM HT. & PAJ-TF IS L555 THAN 42 INCHP5, 01-, WHPPr THr-Pr 15 NOT' framed walls shall be installed In 4,ALL PATH/TOILET AREA WALL5 ANM CLG.AVJ.TO WET ARI'.`.A5 fo HAVE substantial contact and Trier. ous 15T. FLOOP 15t. FLOOR TWO OR MOPF, Al2JACMf TPU55F-5 W/ THE 5AM5 VWP WATER RESISTANT GYP.PV.,OR WALL T1LE SET ON GONG.PV.OR PPP.EQ, allglment with the air barrier, KITCHEN 70 SO-FT. 417 SQ.FT. 6'-8" 7'-6" KITCHEN N/R 1O1_01. 70 5OFr, 141 5Q.FT, 34% 6250.FT. 15% CONFIGURATION CAPA6LF_ OF CONTAINING A MCtANGL� 4211 1 WNMOWS,SKYLIGHTS The space between window/dour HIGH PY 2 FT. WIP2 , OP CAMATM, LOCH P WITHIN THE PLANt & MOORS Jambs and framing,and skylights and DINING RM. 70 SQ.FT. 293 SQ.FT. 61-8" 7'-6" N/R 10'-0" VINING RM. 70 5Q.fT. 189 5Q,FT, 23% 176 5Q,Fr. 21% O framing shall be sealed, OF THE TRUSS, POP At11C5 WITHOUt STOPAG�, THIS LIVE O�NF_1?AL MAMING N01r,-5 GREAT RM. 70 SO.FT. 542 SO. 6'-8" 7'-6" N/R 10._011 GREAT RM, 70 50,Ff, NF-r12 NOr PEA A55UMF-12 TO ACT CONCUPMW1,Y W/ ANY RIM J015T5 Rim Joists"I include the air barrier. RIM Joists shall be Insulated. ^ } BATH #1 30 SQ.FT. 35 SO.FT. 6'-8" 7'-6" N/R 10'-0" PATH #I 30 5Q,FT, 9 5Q.FT, 26% 4,5 5Q,Ff. My. OTH�k L1V� I-OAl2 MQUIMMMT5. U \ `Z �: Floor framwq eawty Insulation shall I.ALL WALL5, 2"X4" ANV 2"X6",TO PE STW GRADE OF PETTTER 16" O.G., be installed to mairiam permanent LAUNDRY RM. 70 SO.FT. 128 SQ.FT. 6-8' 7'-6" N/R 10'-0" LAUNVRY RM. 70 50,Ff, 25 5Q.FT. 20% 30 SQ.FT, 23.5% G. INPIVIPI AL 51-AP TMA125 SHALL M tt2r510NrP FOP UN- ALL OTHER FRAMING MATERIAL TO BE #2 MOUGLAS FIR OR C :rTER, contact with the underside vt subfloor deckirq,or floor framwq cavity, FOYER N/R 121 SQ.FT. 6'-8" 7'-6" N/R 10'-0" FOYER N/R 17 50.FT, 14% 21 5Q,Ft. 14 X. FOP MY P15TROLIMP L. L, OP A 300 L.P. CONC�NTIZATIiP 2.ALL WOOM FRAMING IN CONTRACT WITH CONCRETE OR"50NRY FLOOR5 C uulud"above gare4e The air barrier shall be installed at Insulation shall be permitted to be In L0AP ACTING OVM AN AlZrA OF 4 5Q.i' , W %W HICHIP - TO PE PRE55URE TREATEV, and cantilevered floors) any exposed edge of insulatiol, contact with the top side of sheathing, BATH #2 30 SO.FT. 37 SO.FT. 5' 7'-6" N/R 10'-0" PATH #2 30 5Q.FT, 6 5Q.Ff, 16% 3 SQ.FT, 8% PPOPUCP5 THF_ 6WATI;P 51PI%55r_5. or catwuous Insulation Installed on 3.PROMPF_ VOLML FLOOR J015T5 UNVER ALL WALL-5 PARALLEL TO MR. the underside of floor framing and STORAGE N/R 36 so.Fr. 6-8" 7'-6" N/R 1 O1_01, 5 oPAGE N/R 10 50,Fr. 28% 5 50,fr. 147. Q/ extends from the bobton to the top of d, A 51NGLX CONCMTIZATriP LOA2 APPL1F_12 IN ANY PIWC11ON ' / J015T SPAN VIREGTION UNLESS 01I ERVVISE SPEGIFIEM. BATH #3 30 SQ. 68 SO. 5' 7'-6" N/R 1 p_0 PATH #3 30 SQ,FT, 10 SQ,FT. 1590 5 5C1,FT. 7.5% Ar ANY POINT ALONG THr, tOP. 1: all perimeter floc-framing members. 4, PROVIME X-BRACING OR 50[-It?BLOCKING Ar A MAXIMUM GF 8'-0" O.G. STUDY 50 SQ.FT. 471 SQ.FT. 6'-8" 7'-6" N/R 1 O1_01, 5TL VY 50 5Q,FT, 150 5Q.Fr, 28% 91 5Q.Ff. 19% z FOR ALL VIMEN510NAL LUMMIZ FLOOR J015T5, Exposed earth in unvented crawl Where provided Instead of floor C. 5M 5�010N P502,2,1 FOP MCK5 AVAC1-fin t0 �X. WALLS CRAWL SPACE WALLS spaces shall be covered with a Class insulation, insulation shall be 2NP PLOOP 2NP FLOOD 5.FLOOR CON51 RUC110N: 3/4" T, & G.M'YWOOV 5U3FLOOR. FINISHEM I vapor retarder with overlapping permanently attached to the crawl- f, GUAPP IN-FILL COMPONSNt5(AA, THOSE rXCI;rf THE lily\ Joints taped, space walls, " „ HANPkAL) PALU51 rIZ5 & PANEL PILL�P5 5HA-L P M51GN512 MATERIAL TO BE APPLIEV OVER SUPFLOOR, GLUE ANV SCREW PLYWOOV M. BEDROOM 70 SO. 328 SO.FT. 6-8 7-6 N/R 9_0 M.BEVROOM 70 5Q.FT, 107 SQ.FT, 33/. 73 SQ,FT. 23% TO FLOOR JOISTS. Vucb shafts,ubdity penetrations,and BEDROOM #1 70 SO-FT. 223 SO.FT. 5' 7'-6" N/R 9'_0" PEVROOM #1 70 5Q,FT, 33 5Q,FT. 15% 17 5Q,Ff. 8% t0 WITHStANi2 A HORIZONTALLY APPLI�t2 NORMAL LOA2 Or, 0 z 6.ALL WINNOW ANV VIZ.HVR5,TOM, MIN.(2) 2"XIO" UNLESS OTHERWISE 51 IAF 115,PENETRATION5 flue shafts opening to exterior a 50 LI3, ON AN AMA EQUAL TO I SQ, �t, THIS LOAI2 N��12 NOT' 5PECIFIEV.ALL INT.HVR5,TO BE(2) 2"XIO" LINLE55 OTHrIZAA5E 5PECIFIEV. unconditioned space shall be sealed. BEDROOM #2 70 SO.FT. 245 SQ.FT. 6'-8" 7'-6" N/R 91-01, PEMROOM #2 70 SQ,FT. 33 50,F1', 14Y. 17 561,1 r. 7% 15� ASSUM�12 TO MA CONCUIrNTLY WITH ANY OT12 N LIVE O Batts in narrow cavities shall be cubo M. BATH 30 SO.FT. 172 SO.FT. 5' 7'-6" N/R 9._0.1 M.PA114 30 5Q,FT, 40 50,FT, 23% 20 50.FT, 12% 13F, A R�QUI,1`0 AC S. 7.PROVIME FULL-5OLIV BLOCKING UNM IZ ALL BEARING WALL-5. fit,or narrow cavities shall be Oiled NARROW CAM 11E5 insulation that on Installation readIIH M. CLOSET 1 N/R 42 SO.FT. 5 7'-6 N/R g O M.CLOSET I N/R 5 5Q.Ff, 12% 2 5Q.F1'. 5% 8.ALL BM5.TO HAVE AVEOLATE BEARING Ar EACH ENV OR N5 5PECIFIEV, conforms to the available cavity q. APPLIPS TO ATT1G SPAG�S NOT'M��111NG TNP space, M. CLOSET 2 N/R 42 SQ.FT. 6'-8" 7'-6" N/R 9'-0" M.CLOSET 2 N/R 5 5Q.FT, 12% 2 5Q,FT. 5% MQUIMMWr5 FOR 51-OP.AGF_ PAP POOTNOT� b. 5F_� 5FCT, 9,ALL FLUSH BM.ANV J015T INTER5EGT10N5 TO HAVE GALVAJ�IIZEV HGRS, HALL/FOYER N/R 312 SQ,FT, N/R N/R N/R 9.-0.. HALL/FOYER N/R 45 5Q,FT. 14% 23 50.FT. I 55CTION R802.4.2 FOR CONVENTIONAL OILING JOISTS ANT? GARAGE SEPAIRATION Air sealing shall be provided between 10.TYPICAL EXTERIOR WALL5 ANM ROOF TO BE 5HEAT _V WITH 1/2" EXT, the garage and conditioned spaces. SECTION P802,10.6 TOP TRU55�5. FOP A1-TIC5 WITH LIMITI;n O GRAVE PLYWOOM.PLYWOOV TO SPAN OVER ALL PLATES ANC'NEAMERS. BATH #5 30 SO.FT. 73 SO.FT. 5' 7'-6" N/R 91-01, PATH #5 30 5Q,FT', 15 5Q,F1', 16% 7 SQ.FT, 8% Recessed Ilght fixtures Installed In the Recessed light fixtures installed In the " StOPAGF, AMP CON5TRUICTIin W/ TRU55F-5, THI5 L. L. NMP 11. PROVIVE IN5LLATION BMFLE5 Ar EAVE VEW5 PETWEEN RAFTER. RECE55W LIGHTING 6uildinq thermal envelope shall be building thermal envelope shall be air LINEN CLOSET N/R 22 SO. 5 7 6 N/R g 0 LINEN CL05ET N/R 5 5Q.FT, 23% 2 5Q.FT. 9% ONLY 13r; A'PLIF_P TO THO55 PORTIONS Or THP 130r1.OM sealed to the drywall. tight and IC robed, BATH #4 N/R 52 SO.FT. 6'-8" 7'-6" N/R 9f-Of, PATH #4 N/R 20 50.FT, 38% 10 50,Ff. 19Y. CHOPP OF NOT'LP55 THAN TWO A2JACr_Nt TPU5%5 W/ THE O Pabt Insulation shall be cut neatly to GUEST BED. 70 SO. FT. 287 SQ.FT. N/R N/R N/R 9'-0" GUE5TPEP. 70 50.FT. 86 50.FT. 30% 62 50.Fr, 22% 5AM5 VvW CONFI6UPA11ON CONTANING A MCtANGLF, 4211 fit sound wiring and plLxnbwq in 6�N�12AL ft,�VAVON NO1I�,5 PLUMPING AM WIRING exterior walls,or Insulation that on C 1067 MM) HIGH OR 6MATI;P PY 2 Pt��T(610 MM) WIM OP installation readily conforms to OMATI;P LOCASP WITHIN THE PLANS OF THF_ TPU55. THE available space shall extend behind 1,EX-'. FLASHING TO PE CORRECTLY IN5rALLEM AT'ALL CONNECTION5 piping and wire q, Al.-LOWA'3LF, DF_I`LF_C110N OF 5TPUC1'UFAL MCTANGLF, SHALL PIT MTWWE�N THE t0P OF THE POrtOM PETWEEN ROOF5,WAL1,5,CHIMNEY5, PROJEGTION5,ANM PENETRATIONS 1 MrIMM 5a,1,,e _ mr, fi1x x3 301 ,7 NI2 CHOPP A SH I34rTOM OF ANY OTWIZZ TRU55 M�MPM, A5 MQU M12 PY APPROVEV CON511RUCTION PMACTIGE5. The air barrier installed r, exterior SHOWER/TUB walls adjacent to shavers and tubs Exterior walls adjacent,to showers& PPOVIM12 THAT E�AGN 0F TNT FOLLOWING CPITI;PIA 15 Mkt: 2, GENERAL GON11ZACTOR TO PROVIVE AVEQLIATE AMC VENTI'LA110N & ON EXTERIORL shall separate them from the showers tubs shall be insulated, I. 11tl ATTIC AMA 15 ACC�55II3L� 13Y A PULL-POVvN 5tAPWAY and tubs. 5112UC11,M Mr-M r, AI,-LOWA _F, OR KAW12 OPENING IN ACCOPPANa WITH 5�CTION 80,1; ROOF vENrs, 3.PROVIVE APPROPRIATE SOFFIT VEN11LA110N AT OVERHANGS, the air barrier shall be Installed MFLF-C110N EMCTPICAL/PHONE PDX behind electrical or commmicabiol 2, TNT TRUSS SHALL HAVE A 130rtOM CHOPP PITCH <2:12 ON EXTERIOR WAd.L5 bores or air-sealed boxes shall be RAF1'ER5 HAVING 51,OPE5 GREATER THAN Installed' 3 / 12 WITH NO FINISHED CEILING ATTACH. L / 180 h. ATTIC 5PACE�5 5M5'�P PY A FIXSI2 5tAP SHALL tat; 12�51GNF-12 TO 5UPPOPr THE MINIMUM LIVE LOAl2 5MCIP1F-12 G�N�f?AL pLUMC3ING N01�5 l-►vA>r register E�that penetrate To I�T�rzs: SOP SL�SPING DOOMS. HVAC register boots buildwq thermal envelope shall be sealed to the subfloo-or drywall, INTERIOR WALL5 ANt7 PARTITIONS: H / 180 I. GLAZING U%P IN HAN2RAI1- A5%M3L1F,5 AMP OUAP.125 I.PLUMBING 5U3CON1RACr0R TO BE RE5PON51PLE FOR COMF'LIANCE W/ When required to be sealed, FLOORS ANt7 PLASTER CEILINGS; L / 360 SHALL PF, P5516NF-P WITH A 5AFrTY PACTOP OF 4. THF_ALL A'PUGABLE COVE ANV 5AMETY REQUIREMENTS, CONCE&W 5PR sh INKLER5 concealed fire sprWers all only be 5Ar-r- Y FACTOR SHALL M A'PI.,V9 '-0 rACH 0E THF, 2, IF WALL PLATES OR JOISTS Al2E CUf VLIRING THE IN5TALLA110N OF ealed e,dedd 6"y'the memfacb,rer- ALL OTHEI R 5TRUCTURAL MWXIZ5: L / 240 CONC�NTP.AIW LOAP5 APPLEP TO THE TOP OF THE PAIL, PLUMBING FIXTURES OR EQUIPMENT; PROVIME PRACING TO THE. FRAMING Calkwq or other adhesive sealants ANI2 TO THP LOAP ON THr IN-FILL COMIPONrNt5. THESE PER ALL APPLICABLE COVE5, shall not be used to fill voids between EXTERIOR WALL5 W/ PLA51U OR 5TUCC0 LOA25 511ALL 13P 12�1TPMIN�12 IN12�P�NI2�Nt Or ONE fire sprinkler cover plates and walls FINISH: H / 360 ANO1-IFP, ANP LOAP5 AT A55UME 1P NOT'TO OCCUP WITH o-cell wqs. G�N�1?AL HVAC 5Y5Tr-,M N01F_5 EXTERIOR WALL5 - WINn LOAV5a VVITN ANY 0TWP LIVE LOAI2, 13RIT1LE FINISHES: APP L. 240 fl I,MEGHAN COMVES5 ANV AN1 SAFETY TRACTOR IS RESPONSIPLE FOR AMHERNG To ALL LOOf25, WALL5, ANn CF-ILING5 FLOOP5 AND FOUNDA11ON5 EXTERIOR W&LL5 - WINV LO,N75a WITH L / 120 LICABLE C REQUIREMENTS, p�R oUr9m AR, FLEXIBLE FIN15HE5: - 2,NVAC 5WCONTRACTOR TO FULLY GOOWINATE ALL 5Y5TE10 VArA ANM NSI LATION NSLL, INISU .R u FAGr012 01Z PJTA 012 REQUIREMENTS WITH T1HE EQUIPMENT SUPPLIER. nEscmpnoN U-FACTOR X AREA - LIA M5CR"ON - UA R-VALLIE FTN PAL.R R-FACTOR X FERI A iti OR NOtE:L-SPAN LENCrfH,N-SPAN FEIGNf, "i1 E WiNV LOAl2"L DE FERMIMP 1'0 M r#aN A5 0.711ME51W COMFOWNT AND 3 Lu 3,HVAC 5WCONTRACTOR TO PROVIVE FINAL 5Y5TEM LAYOU1"MRAWING CEILING R-38 0,31 2,176 50,Ff. 674 <3A�MENf wALL z-o" R-10 0.56 2,084 SQ,FT. 1,167 CLADDING LDAtJS FOR 11£i'LAa'O5r PF Dl 1ERMINING 1tE I�rLECfION LIMITS iEt�IN. � � & 5LVMIT If I'O GENERAL CONTRACTOR, OWNER,ANV EQUIPMENT` > INTERIOR FLOOR R-38 0.51 2,450 50.FT. 760 CRAVA,FACE 2'-0" R-19 0,56 -- NIA FOR CANr1.EVFR MENDERS,"L"% .DE rAITN A5(NAGS 1i�E WW1H OF"CAN11UVI;R, SUPPLIER FOR FINAL REVIEW ANV APPROVAL, L"V'AIED 5LAO 4" R-4,5 N/A 2.1577 50.Ff. N/A FOR&UMINUM 5'rRLCnl!M WMDER5Or P&EL5 U5ED IN ROOF5OR WALL OF 51,NROOM EXTERIOR WALL5 R-21 O31 5,548 50.F1'. 1,714 AmmON5 OR FA110 Covriu,,NOr SL MMnNG EDGE OF aA55 OR 5, MICH FA F4,5.TW f01'AL IOW MraC110N 5 VLL NOr EXCMD L/60,FOR 5gVWC H mri.5 USED IN ROOFS OR fl M�12G NCY SCAp�/ I2�SC U�- Olo N I N G 5 Vt7 1,/ gi f0r&AREA 13,554 50.FT. forAL FROFO%V"Ll" 1167 WALL5 OF 5LWOOM AVMWN5 OR FA110 COVER5,*rW fOrAL WAO DEFVC110N%*"NOr E D.A4 EXa / 120. 'A , 05rCT, HF-A11 NG & COOLING CRITERIAZONE 11B WALLS, WINDOWS, ANn DOOI?5 MINIMUM POOP L. L, IN POUN 25/ 5Q. Pt. OF I.MINIMUM OF ONE EMERGENCY ESCAPE ANV RESCLI; OPENING � REQUIREM IN EVERY SLEEPING ROOM. VETAGHEM ONE FAMILY WL5, INSLR AT10N HOOZONtA. PPOJ�CT10N - Per, �--- 2, OPENING SILL HEIGHT TO PE A MNIMUM OF 44 INCHES ABOVE FLOOR. OE%WTION R VALUE U-FAC11 R X AMA - UA MODE:HEATING OM COOLING 0.14 3, NET CLEAR OPENING SIZE TO PE A MINUMUM OF 5,7 5QUAIFT-; FEET, WALL R-21 Uo-0,14 4337 5Q.Ff. 774 TI2IPMA2Y LOADED RooF CEILING o.031 AI2�A IN 5Q, �T'. �012 �1 21 4, MINIMUM OF 5.0 50.FT,REQUIREM FOR GRAVE FLOOR OMNIN65, U WATEV 5LAP ON CWM 4.5 WNPOW R- .3/SQ,Ff, 0.35 712 54.Ff. 25o Wor 5LOP� 5. MIN, NET CLEAR OPENING SILL Hf,LOCATEV PELOW AMJ GIROUNM ELEV. DOOM N/A 035 481 5Q,FT. 168 ANY 5TRUCt, AAF_W�� N ry PASEMENr WALL a,b, O,I F O-2pp 201 -600 OVER 600 WINVOW WELL REQ, ALLOW FOR VR.OR WINNOW TO l3E l.q-LY OPENEV. TOTAL AMA5530 So.Ff. SCALE: CRAWL SPACE WALL 0.06 FLAT OR RISE LE551NAN 4" PER 6. MIN,OF 9 SQUARE FEET IN HORIZONTAL VIMEN510N, MIN.W57M OF 5V' 20 16 12 NOTE; 1 1 .-Oil (ENCROACHMENT OF 6 INCHE5 PERMITTEM FOR LAJ7M IZ OR 5''EP5), FODr-C 1:3) I �} s I 7.PERMANENT COMPLYING LA2MER OR 5TEP5 WERE VERTICAL VEPTH RISE 4" PER FOOT(1:5) TO LE55 INMICATES FEARING POINT LOAM r VWC4. NAME; EXCEW5 44 INCHES. THAN 12" PER FOOT(I 1 I) I6 14 12 TH 15 LOAM MUST PE TRAN5MMI? 4,�5 0,24 W/ AMEQUATE VERTICAL BRACING. 8.PLILKHEAM ENCLOSURES WITH MIRECr EXTERIOR ACGE55 PERMITTW RISE 12" PER FOOT(1:I) IF IN COMPLIANCEWITH MINIMUM NETCLEAR OPENING REQUIREMENTS, ANM GREATER 12 12 12 F_Wrloy N01�5 9. PAR5,GRILLE5, COVER5 ANV 5CREEN5 PROHIPITEM UNLE55 MEVICE5 NOTE: ESE MRAWNGS ADZE INSTRUMENTS SERVICE & ARE RELEASAJ3LE OR REMOVEAPLE FROM INSIVE VVITNOItI'U5f`•OF KEY, 2 �OIT1TZP,CTOR TO NOTIFY THE ARCHITECT AM ARE THE PROPERTY OF THE ARCHITECT.. FOR 51: 1 50.FT. - 0.0929 m , I POUNM PER 50. FOOr- 0.0419 kra. OF ANY ANV ALL REVI510N5 VLE TO FIEW NO CHANGES&OR MOPPICAVON5 SHALL BE TOOL OR EXCE551VE FORCE, I INCH PER FOOT- 833 mm/m, C Nr,ANV OR GENERAL. ALLOWW W/O WRITTEN AUTHORIZATION PY THE MWG, NO.: CONTRACTOR WHICH VIFMIZ FROM THE ARCHITECT.ANY NPROVUCTION IN PART OR GON5TiRUG-r.VRAWIN65/5PECIFICATION5. WHOLE 15 5TRICTLY PROHIPITEM PY LAW, A- 5? NAILING 5CH[�nULF_ COWNUEt2 FROM rVI r 3,2A Poor-I FLOOR ROOF-2 FLOORS ROOF+3 FLOOR5 WALL NOIT: WALL IV16W a' 10, a' 10' 8' 10, OFFICE � TOP I'I-ATE r0 181 I 21 I NPICAT55 PEAI'.ING POINT LOAP f�SGRII't1VE nESIGN TAPI,E 3.1(AMERICAN F01�5f&TAPER A550CIA'fION) JOINT M5CRP110N NUMDER OF NUMDER Or NAIL 5PACING Poor PITCH R112GE HEIGHT AVJU5rMENr FACrM WALL WALL WALL I THIS LOAVAMO MUST t3E CA Pr-ACIN it1 COMMON NAILS PDX NAL5 W/ Al2EQl,lATE VER1'IGAL DRACING, �'�O.�� RooF FRAMING O' (FLAT) 0.58 0.72 0.66 0.61 0.70 0.86 q I 1 t6:12 5' 0.66 0,79 0,71 0.86 0.74 0.90 WALL WALL 1 RAFTER TO tOr PLATE(TOE-NAILEV)alb"O.C. c SEE rADLE 9,4AJ (SEE rAPLE'�,4AJ PER RAFnsR I I 1 NOTE: TW5E LVAMN65 ARE IN5TRUMENr5 OF SERVICE & 10' 0,74 0,8> O,>6 0.91 0,78 0.947 � I CEILING J0I5 110 tOr PLATE(tOI544AILEV) (SEE VMF S,RA) <%I,TADLE tS.-W PER JOIST I G1.E ZAIRANGE �TPAGTOR TO NOT1FY THr APCH1Tt;cr AM THE PROMM OF 1W ARCHITECT, z ,� 5' 0.72 0.86 0.75 0.90 0.77 0.93 I I I 1 OF ANY ANP ALL MV1510N5 t2X TO FIELIZ NO CHANGES&OR MOVIFICAVON5 SHALL PE 3 CELING JOISrro PARALLEL RAr-TER c sEE tAr�LE 3sA> (sEE rAr�I E 3,9� EAa+LAP >6;12 10, 0.87 1,00 0.85 1,00 0.84 1.00 I I I � I CONP�T�C1t:Nr,ANP OR GeNV_RAL ALLOMt2 W/O\WIT tN Altrl-10121ZA110N PY lit (FACE-NAILED) 15' I,OI IJ4 0,95 I,IO 0,91 1.07 CONTRACTOR WHICH 121FFER r-ROM THE ARCHITEcr,ANY 12J t poruc11ON IN rARrOlz N I „ TOILET, t3ATH ANP CON5T0Xr.12RAWWG5/5PECIFICAT10N5, Vv"01_E 15 51IRICTLY PROHIPITEt2 PY LAW, O CELINGJDISrLAP50VERrAJ2fITIONS 20 1,15 1,29 1,04 1,19 0,99 1.14 1 I 1 I 21 g (SEE TADLE 3.9A) <SEE tPDI E 3.9A) EACH LAP , 2411 �F-ARANCr 5HOW1;R 5PAar z C FACE-NAILEV) I CLEAI2ANC� IN FRONT OF OPNG, N COLLPJZ 11E TO RAI=TER(FACE-NAM,En) (SEE LADLE 3b) (SEE tAaLt:3.6) PER•nE �{ {� , T rOIL�1;t3ArN ANP \ z t PLaGKING r0 RAFTER(toE-NAILED) 2-Bn 2-Ion EACH ENV TAI3L� ,213 130TTOM IoLA1� TO I%OUNnA110N 5CAI-�5HCM �'-1/21' WALL O RIM POARn ro RAFTER(END-NAILEn) 2-i6D 3-161:7 EACH ENn CON NF-CTI ON 5 ( ANCHO'. 130L1'5) M 515TI NG WALL FRAMING �/�� /�� �n C ►�7 \q/� {� ® � for PLATE fo for PLATE(FACE-NAJLEn) 2-16n 1 2-16 V I PER FOOT L ATE M A ANP 5HF AI� L OAP 5 F POM V V I N 1 i I z G 1 3"VENT I 3"VENT 1 3"VENT 1 'S"VENT I for FLATE5 Af IN`IVMCnON5 C FACE-NAILEn) 4_160 5-I6t2 YJINfS-EA.51M F_Xp05UI2� P. (iOM5CRIPTiVE ALTERNATE To Sf W t0 5rW(FAGS-NAIM19) 2-16n 2-16n 24"O.C. I I 1 I iL WAVER ro HEADER(FACE-HALED) 161:9 16V 24"O.G. FOR rXi005M5 P&C ANP ALL VAMP 5MN95 - tOr OR DorrOM PLATE to 511V MAXIMUM ANCHOR POI.r I I r r C ENV-NALW) C SEE fADLE 3,5AJ (SEE rADLE 5.5AJ PER Sn A2 ANCHOR DOLL f21AMETER(IN.) i I 1 I 1 1 N SPACING ,.z,.,<IN.) i r � I I � oorroM PLATE To FLOOR JOI5f,PA1�17JOt5Y 2-I6V 1 3-16V PER FOOL i i r I \ \ SHOWER \ / I / r \ SFIOWER CtOE-NAILEV)ENV JOl5r,OR DLOCKING I/2 31 i \ V I I I/2 11/: i 11/2 FLOOR FRAMING I 1 I 1 I r _ 1/2" I I N t� I I „111/2-4I I I I I I 1/2 \ V JIOISr TO SILL,TOP PLATE OR GIq�ER 4-8n 4-IOn t>ER J OI% I rw5CRPnVE UMIrS ARE DABWD ON A551.M-nON5 IN LADLE 3.2, 1 1 1 I I 1 1 1 v2-4 I I/2� 1 I I I (TOE-NA1LEn) MOOING ro J015t(TOE-NAILEV) 2-8D 2-1 On EACH ENV 2 WI EN ANCHOR DOI T5 ARE usEn TO 1�515T LPL.IF1 LATERAL&BAR LOADS,n MAXIMUM K.SINK D.W. I 51 F ?51NK 1 I WASFIER VtzYER I .5INK D.51NK \��\ ANCHOR DOLT 5FALING SHALL Nor EXCEEV THE M5%R OF THE rAPLLATW VA Lr-5 FOR 1 1 \ \\ FLOCKING tO JOIST(TOE-NALF0 2-8n 2-I OV EACH ENn UPLIFT LOAV6(fAPLE 5.2C)OR LATERAL ANV SHEAR LOAD5(VMEL 3.2D).FOR O1FER ANCHOR 1 I ° \o\ \ \\ DLOGKING f0 5LL OR fOr FLATS(TOE-NAILEV) 3-Ibn 4-I bn EACH BLOCK DOLT UMITAnONS,SEE SECTION 3,2,1,7 ANV 3,2.2.3. W.G. I Y�G, 1 w c, sEcoNt2 FLooR ID sEcoNr,FLOOR \�\" Tm,LLATEn ANCHOR DOLT 5rACING5 FOR LATERAL ANn 51-vAR LOAP5 ASSUME WAA.5 ARE G O 2 I Z' 2' 11102 \ \ LEDGER STRIP r0 PEAM(FACE-NAILEn) 3-I6V 4-160 EACH JOIST �51Afi RV IN ALGORVANCE W11N SECTION 3.4.4.2.FOR 01I TER WPLL SIATIiING TYPES. III 3" VENT G.O. �\ \ J015r ON LEDGER TO PEA M(TC'E-NAJLEn) 's-BV 3-I OV MR J015r tVJU_5r EV ANCN012 Z IN f SEALING",DUr I DE CA59 1A tFIE NCHORAPrRO Ct,'r 5 ACIN r TYPE �� 1 3' VENT � \\ Ali I fMENf PALLOR IN!ABLE 3.17V.DUf IN NO CASE 5HW L ANCHOR DOLE"PAGING EXGEEV \� PANV JOISr f0 J015T(VW-NAILEV) 3-16n 4-I6V PER J015f 6 FEET ON CENTER, / O \ \\ com DANn JOIST t0 511 1 OR LOP FLATS(TOE-NAILEV) 2-160 3-16t7 FER roof LATERAL CONNECTIONS ALL DE nE51GNEV TD I�SiSr LOfV�S IN TABLE 3,5, SHOWER i` 5HOWER 5HOVWR �'1 I \ \ EN J J I MR ROOF ROOF5WATHING ( I f wOM5RUCTUR&PAWL5 8 Ion 5EDv'.10) � 11121, I 1„1 PLUMBING NCB5 II/2' iI/2" 2 yI I/2" I/2 1/2" �\ \o \ VVOONAL POARP SHEATI-IING I I I I T 1 I I 1 I/2 11/2'y I.rWVIM MATF-M&5 FOI2 WAI'V R SUPPLY ANP I:9I51121C3 MON 5Y51'i M5 I X 6 OR I X 8 2-BD 2-02 PER 5LPrORr TA3L� 3,2C SILL Op BOTTOM PI A1F TO FnN I I I PER tAJ3LE5: Pa9o4,4,1,P2904.5, &P29o4,6. r'x 10"OR WIMP 3-Bn 3-Ion TER 5wroRr wAsl TER nRvER G,C.r0 Ci�CK THAT EXI511NG WATER SUPPLY 15 COPP�12 "K" CELING"ATHING CONN�C110N5 C ANCNO{2 I30L1'S> 12�51511 NG SINK SINK D,SINK SINK MAr'L5,FOR PrAlN5,WATTS, &VENr5 PER rA13LE I'3002,1 &P311I3 ARCHITECT,ANY REPROPUCT1ON IN PART OR WHOLE C A UpLI�T LOADS TOM WIMP �XpOSUI?� 13 FIRTrFLOOIz W.c. W.C. W.G. �y,�� GYPSUM W&WOAI� 5D COOLER" 5V GOOLER5 7"EDGE/10"FIELV - G WALL SHEATHING (PRE5CRIP11VE ALTERNATE TO 90M 3.2) 2° 2" 2" " 2" 2" " WOOV 511WTUZAL FANEI.5 8n Ion (5EE TADLE 3,II) C.O. 5TRUCT M FIDERDOAW FAWL5 700-w.wNV 5PEE12 11 GA.GALV. - 3°WIX/6"PIMP 3 SECOND GU5T C MPH) r0 APi'RCn/E12 , I10 115 I20 130 140 150 160 I>O I80 195 � NAL4' SANITARY 5Y51 M _ y f co�izo�I Iii2 L. G.O. X3/8°FVV) 51LL OR PtrM.PLATE TO PL, FOUNi2AT10N 4' HOR (IN.) FM.ANC Pol.r MAXIMUM ANCHOR DOLT 5PACING 25/32^ II GA.GN V. - 3°EOGE/6"FIMP CONNECTION RE51511NG SIZE 5UPP0RTING ,,z ( ONGN %2 L 1/8 MR 1, PLUMPING f?15Mp nIAGf?AM I/8"SLOPEFERI' X 3/B"HEAD) 8 ENi2 ZONES GYPSI.IM WALLDOARD 512 COA.ERS 519 COOLERS 7"EnGE/10"FIELn 2X4 I -3 STORIES 72 71 57 43 35 30 27 24 22 20 WJMVOARV at? Bn (5E VmlD 3,n) INTERIOR ZOW5 PARnO.EDOAW FANM5 81:1 Sn (SEE MAN FACT,) W60NAL00AW 5WATHING I -35fMIE5 72 72 66 50 41 35 31 28 26 23 -rAPLF- 3AA �1�1: ANI2/ OP, OILING J015f 1'A13LF_ 3,6 pII2GF_ CONNFC110N 1'AMr- '5 9A �1�p/ OILING J0151' NM-L O O X10 O R XB" FLQQRSFEA1NIr� 2 ,Cv MR%"OR`r uPLIFTI oAns TO T0I9 1'LA1� LATF—M ANP SH�AI? t?�QUKIWI N175 FOP, WIND C CONIINUr-1�> JOINT CONN�C110N MQUEM N r5 C CONY P) r'X 10"OR W1nER 3-en 3-Ion PER 51rroRr 8' ENi2 ZONES 1 ,� I -3 sroRlEs 72 72 66 51 42 36 32 29 26 23 CONN�OnON Pt�aUIMM�NT5 - F_XpO5IJM P F-Xp05Ul� 13 (MAP LOAD A55UMPT10N5:ROOF A5%MN YM - 10 P5F) U 11\L/. WOOD 5TRUGTLR&PANELS 2X6 3EQUVALENr cONNELnoN5 ARE woumt?FOR CEILING J015r TO CELING JOI5r L,w 5m"5, I"X 6"OR I' x B" W IOV 6"M20/12"rVLV INTERIOR ZONE5 z \ z I"X 10" WInMR OR Ion I6V 6"Wce/12"FrW C PRESCRIPTIVE ALTERNATE r0 rADLE 3,4) 4fADLLATEV w-m JOINTCONNEcnoN R];auwwNr5 DO Nor INGI=".kvm �N& 700-YR.WIND SPEED PV40NAL POAW 5HEATHING I -3 51100r5 72 72 72 60 49 42 37 34 31 27 3 SECOND GUST MPH I10 115 120 130 140 150 160 170 160 195 WtairOF THE CEILING A55EMDLY, _ I"X 6"OR 1"X R 2-en 2-10V TER 51 FrORr 700-YR,WWiI SPEEI2 110 115 120 130 140 150 160 170 180 195 ( ) 5VO MATEO HEEL JOINT CONNECTION REQUIMMENr5 A55UMJ CELING Jo15r5 OR RAFTER T1E5 I"X 10"OR W1VER 3-en '�-ion FER 51 PrORf 1 rW5CRIF IW LIMIr5 ARE PA%12 ON A55UMPT1ON5 IN VM15 3,2, 3 SECONt2 GUSt C MPH) ROOF SPAN REQUIREI2 CAPACITY OF RII2GE CONNECTION 11� ROOF PITCH ��„� ARE LOCA1En Ar'fi-E DOrrOM OF•THE ATi1G"PAGE.�M•�N CEILING J01515 C+(2 RAJ%iER TIES �/ 2W-VN ANCI.10R aM15 ARE U%V r0 W515r U'LIrf,LATERAL&"AR LOADS,ii E MAXIMUM RAFTER/CEILING J015r WALL I. 16w NUMPER OF eV COMMON NAL5 OR ICV PDX C Fr,) (PLF) ARE WCATi;V HIGHER IN"AfnC SPACE,NO AMC STORAGE 15 A55LMV,ANV TI•E ANCHOR 13Mf 5rACING 51•W,L NOr EXCEEV THE M55N Or rPE IAPILMN9 VA-"FOR SPACING (IN.) C Fr,) NAILS(rOENALEt2) MOP.INEACH RAFTER& I'ML WIN HEEL JOINT GONNECnON t�QIJIREMENrS SHALL DE INCREASED PY n IE (1 / I F'Llrf LOAD5(TAPM 3,20 OR LATERAL ANO 51 EAR LOAW5 C tAD1 E 3,2P).FOR OTHER ANQ 1012 12 65 77 a8 15i 186 168 199 231 264 421 FOCI OMNG PALLOR", / OIR GEIUNG JOIST r0 rC$>"I-A1E CONNECT, 1U DOI,tUMIfAnONS,SEE SECTON 3,2,1,7 ANn 3,2,2.3, , .s., I6 87 102 118 150 186 224 265 308 354 428 20 109 128 147 188 232 280 331 385 443 536 GEILINGHEIG1r/for z I NNLING I�QUIREMENTS ARE PASEV ON WALL 51•�ATHNG NAILED 6"ON-CENTER ATTF�PANEL EVGE, 8 2 2 2 2 3 3 3 3 3 '3 I-�EL JOINT GONNEG110N ALTERNAnVE NAILING 5CI0VVU.F5 5RA1,L M U%V Wi-UM WALL 51 VA1HING NAILING I5 RFMat7. 12 4:12 24 IV 153 176 226 279 336 397 463 532 642 PLATE'ro-ROOF npa ,V,�MrNf FACfO� I O 2 2 2 2 3 3 3 3 3 3 1,clarr<H /HR> FOR EXAMPLE,IF WALL SHEATHNG 15 NAILEV 3"O.C.Af'fF•�PANEL EDGE TO ODTAIN NIGHER 511EA1Z 28 153 179 206 263 325 392 464 540 620 750 H' CAPACME5,NAILING 1MQUlMMrNT5 FOR 5rRUCTURAL MEMPER5 5H&I,DE PCUn V,OR I I A 16 8 2 2 2 3 3 3 3 3 3 3 32 174 204 235 301 1572 445 530 617 709 857 ALfERNAfIVE coNNEcroRs SHw L PE I ISEV TO MAINTAIN THE LOAD PATH, TA�3LX 3.�A94 5/ 8 i v vCHOP, PO -'•raj — F I2N, SILL 10 2 2 2 3 3 3 3 3 3 4 36 196 230 264 338 418 504 599 1694 797 96.4 1I/3 1,y0 2W1-EN WALL SHEATHING 15 CONTINUOUS OVER NAL MR 1` MEMPERS,THE TADLLATED NUMPER of PLA1� COWC11ON 10�51511 NG 5HF_Ap 8 3 3 3 4 5 5 5 5 5 5 12 51 60 69 88 109 132 158 182 209 253 I/5 i 25 SHALL DE PERMIfTfEn TO DE REtn1GEn to I-16V NAIL PER TOOT, 24 l0 3 3 3 4 5 5 5 5 5 6 16 68 80 92 118 146 176 208 242 279 33> 1 120 flL LOAb5 FWM 5F-15MIC, (PRE5CMPTIVE ALTr:"TV f0 V LE 3,3) 20 85 100 115, 147 182 220 260 303 346 421 I 10 5:12 24 102 119 138 177 219 264 312 364 418 506 NOTE;LATERAL VEFLEC11ON Or THE RAFTER DELOW"RAFTER nr5 MAY EXCEED 3/4 INCH WALL FEkW B' 10, 28 119 139 161 206 255 308 364 424 468 590 WHEN RAFMR IT5ARE LOCAi 17 A00VE ONE-fHfrV OF 1HE TOP MATE--i'O-ROOT RIVGE I-EIGHT, TA 13,2A 5,1 8 I I ANCHOI; 130LT5 - 51 L L I91-ATF- MINIMUM 5i2C A 512C P WC C fOr FLATS f0 ADJ FACTOR 32 M6 159 184 256 292 352 416 485 557 67-4H OF WHEN H 15 GREASR THAN 2 Feet ANP MAY MOUIM APPITIONAI-CON51MIZATION, ( T FOLNPA11ON OUILPING L/ w L/ W L/ w RVZHHr.(Ff.) 36 153 179 207 265 328 396 468 545 627 756 \v\ CYO TO FOB UNPAWNi�CONN�C110N5 p�51511 5,NG SLa�PORnNG PIMEN51ON5 I 1. 2 2,5 3 I 1,5 2 5 3 2, I 1.5, 2 2.5 3 3to AvOID otes 5mwnNG,No M THAN Two toENAtL5 5W+LL DE 1.19 1,225 5HF_Al 12 48 55 63 81 99 119 141 164 188 22> v` � LOAVI� fPO 5 M Y V I Nt2� t XYVO%r'F_ P, w (Ff.) NUMPER OF POLr5 REOLIIREI7 2p' 1.40 1.50 16 63 74 85 Io8 133 159 183 218 250 '502 -�p�3L� 3,I� r'00� 5HPA1-NI NG AT1'ACHM[ r +s.a.a,e.e INSTALLED IN I2f SIL7E 4 THE RAFTER OR CEL NA J015r 20 79 92 106 135 166 199 235 273 313 378 f Wt-EN rASfENEn t0 A ZX4 roF FLATS OR 3 TOENAILS IN EA.51VE �012 WIMP LOAbS �XI'OSUI2� 13 G 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6:12 24 95 III 127 162 199 239 262 327 376 453 <PRESCRIPIIVE ALTERNATE TO TADLE 3.2) 16 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 `}wI'IERE for rLATE-ro-RInGE HEIGHTS EXCEEn 10',THE SHALL 28 III 129 148 186 232 279 329 382 438 529 12�QUI1?�, 20 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 PE A19JUMP AS roLLOWs; 32 127 145 169 215 265 319 376 436 5,01 605 O THMr rnl lea nJsr 24 1 1 1 1 I 1 1 1 1 2 I 1 2 2 2 36 143 166 190 242 298 358 4a3 491 564 680 700-YR,WINP 5PEEt2 I10 115 120 130 140 150 I60 170 180 195 110 115 120 130 140 150 160 170 180 195 - 28 I I I I I I I 2 2 2 I 2 2 2 3 3 SEGONt2 GUST (MPH) 52 1 1 1 17 - 1 1 2 27 - 2 2 2 3> - 12 49 55 62 76 94 Ila 132 153 179 all PUILVING t21MEN51ON 5/8" ANCHOR POLf5 36 1 I I f 7 27 - 2 2 3 .*7 - G 16 65 73 82 102 I25 149 176 204 233 261 7�R 55 RAFTER/ S112UI F J,SHEATHING % INt"Ne1 PERPENt21CLLAR TO -rA F- 3,5A TOP AMP I301'1'OM PLA1� TO 5TUP 20 61 93 103 127 156 187 220 254 291 351 5WATHIN6 FRAMING Inrl-S E F E F E Fjr,E F E F E F E F E F E Fjr F 5UPP0R nNG NJ 51L L A DOLTS REQLUREI2 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 7:12-12:12 24 98 110 123 155 167 224 263 305 350 421 SPACING SILL PLATE<Fr,) IN 5ILL PLATE''' 16 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 LAT�1?AL CONWC11ON5 FOP, WIND LOAi�5 28 114 129 144 178 218 261 307 356 406 491 LocAnoN SPEGIFIG MAXIMUM NAIL 5PACING FOR8P COMMON NAIL5 20 I I I I I I I 2 2 2 I 2 2 2 3 32 130 147 164 204 250 299 351 407 466 562 GRAVITY,G (INCHES) OR 1012 PDX NA15(INCHES,O.CJ2 12 2 2 2 2 2 2 3 3 3 4 24 I 1 1 1 2 1 2 2 2 2 2 2 3 3 3 (PRE5CRIPTIVE ALTERNATE rOrADLE 3.5) 36 147 165, 1 185 1 229 281 336 395 458 j5i25 632 28 I i I 2 2 I 2 2 3 3 2 3 3 4 4 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 612 6 126 12 16 2 2 2 2 3 3 3 4 4 5 7 > - I 0.49 16 6 126 12 6 12 6 126 12 6 12 6 12 612 6 126 12 32 1 1 2 2 _ 2 2 3 3 2 3 57 -4 rADLLATEn cONNEGT1oN woumMENr"%%ALL m FERMITTEV•r0 DE MLLnLE rn DY 0,70 FOR 19.2 6 126 12 6 12 6 126 12 6 126 12 612 6 12 6 12 20 2 2 3 3 3 4 4 5 56 36 1 2 2 27 - 2 3 3 37 - 3 4 4 57 700-YR,WIND SPEEI2 110 115 120 130 140 150 I60 170 180 195 FRAMING+Nor LOC..ATEV WITHIN B FEEf OF PUILVING CORNFR5. 3 5ECONP GU5r 24 6 12 6 12 6 12 6 IZ 6 12 6 126 12 6126 126 12 C MPH) INTERIOR 24 3 3 3 34 4 5 56 7 12 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 2IAf31LAT IP CONNECi1ON REQUIREMENT5 ARE PASED ON ivir&Ur xr MINUS iie ROOF ZONE 12 6 126 12 6 12 6 126 12 6 126 12 6126 126 12 16 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 WALL.HEICW NUMPER of 1612 COMMON NAL5 OR 401:2 DOX A55EMDLY VMAD LOAD OF 6 r5r(0.6 X 10 r5F-6 F50 STUD SPACING (IN.) C FrJ NA L,5 PER 5-FLV TO PLATE Ca4WC'n0N,'� 0.42 16 6 126 12 6 12 6 126 12 6 126 12 6126 12 6 12 28 3 3 34 4 5 6 6 7 8 20 I I I I 2 I 2 2 2 32 2 3 3 4 3rAPU.ATEn cONNEcnON MQLIIREMENr"ARE PASED ON A 121NCH RInGE cONNEcnON 19,2 6 12 6 12 6 12 6 126 12 6 126 12 612 6 12 6 12 24 1 I 2 2 2 2 2 3 3 3 2 3 4 4 5 6 2 2 2 2 2 2 2 2 2 2 5rALING,FOR DIrrrmw RIVGE CONNEc11oN 5rACING,MU nFI.Y 1W IA xLATEV VAU.E5 PY 24 6 126 12 6 12 6 126 12 6 126 12 612 6 6 6 6 32 3 4 4 4 5 6 6 7 8 9 28 1 2 2 2 2 2 3 3 4 4 3 4 4 5 6 10 2 2 2 2 2 2 2 2 2 2 1hE APrROFMATE MILIMMIZ ML.OW; ROOF & I FLOOR 32 1 2 2 37 - 2 3 4 47 - 34 567 - IZ 6 12 6 12 6 12 6 12 6 12 6 2 6 12 6 6 6 6 6 6 36 4 4 4 56 6 7 8 9 10 7 7 - 7 12 2 2 2 2 2 2 a 2 2 2 H?InGE GONiJECnON SPACING(INJ I2 I6 19,2 24 48 36 2 2 3 3 - 3 4 4 5 4 5 6 7 12 14 2 2 2 2 2 2 2 2 2 3 0.49 16 6 12 6 12 6 12 6 126 12 6 6 6 6 6 6 6 6 6 6 MU nrl ICR I.00 1,33 1.60 2,00 4,00 19.2 6 12 6 12 6 12 6 126 6 6 6 6 6 6 6 6 6 4 4 40 4 4 5 5 6 7 8 9 10 11 1 re5cRImr UMlr5 m PASEI2 ON A55UMPT10N5 IN rA13LE 3,3. 16 2 2 2 2 2 2 2 2 2 3 4roR JACK RAFTER UPLIrr coNNEcnoN,"A ROOF 5rAN EQUAL IO Twa n E JAcK RAFTER PERIMETER 24 6 126 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 18 2 2 2 2 2 2 2 2 3 3 LENGTH.THE JACK RAFTER LENGTH INGI LWV 5 T1•E OV "1'4 LENGTH AW 11 fv JACK SPAN EDGE 5o 5 5 6 7 8 9 110 11 112 14 2ANCHm POLr ALL DE 5 5H wroRMLY t215mPUTEt2 ALONG THE LENGTH OF THE 5LL PLATE,5EE 20 2 2 2 2 2 2 2 3 3 3 1 ZONE 12 6 126 12 612 6 126 6 6 6 6 6 6 6 6 6 6 6 SECIiON 3,2,1,7 FOR ANCHOR POLrLIMMAVON5, 0.42 16 6 12 6 12 6 2 6 6 6 6 6 6 6 6 6 6 4 4 4 4 60 6 6 7 B 9 10 II 13 14 I> 8 Z 2 2 2 2 2 Z 2 2 2 3 19,2 6 12 6 6 6 6 6 6 6 6 6 6 4 4 1-1 4 4 .4 �?5 Iti SILL PLATES ARE ASSUMEI2 r0 PE TREATER SOUTHERN PINR, 10 2 2 2 2 2 2 2 2 2 3 G 24 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 -.15, 3 3 3 70 7 7 8 9 10 12 13 15 17 20 4 16 142 2 2 2 2 2 2 3 3 3 TALL- 3,9A F1�I2/ OILING J015T H�F_L F�wOR AL 0.49 - 6 6 6 6 6 6 6 6 4 4 80 7 8 9 10 12 13 15 17 19 22 16 2 2 2 2 2 2 3 3 3 4 IRU55 W/ UP to "THE NUMDER OF FOUJt2ATION 51L PLATE ANCHOR POLr5 CAN DE MSIQMINR)FOR OTWI1 LOAV 18 2 2 2 2 2 3 3 34 4 JOINT CONN�C110N 129QUIF_MF_NT5 I'RAKE OVERHANG 0.42 - 6 1 6 6 6 6 4 4 4 3 3 20 3 3 4 4 5 5 6 7 7 9 CA%5 PY MLLTiPLYiNG PY THE APPROPRIATE APJU5r,FACTOR GIVEN IN Tlf FOOTNOTE 33A, 20 2 2 1 2 2 2 3 3 3 4 5 (PRr5CRIP11VE ALTERNATE t0 TAPLE 3,9) 5EATH•1NG RAFTER/TR1.155 MINIMUM NUMPER OF 812 COMMON NAL5 51ZE 5FACING(IN.O.G.) MR 5U'FORr 24 4 4 4 5 6 6 7 8 9 10 6EFFEGTIVE 5E15MIC WEIGHT u%t2 ro t2ETERMINE FouwATIoN 51LL PLATE ANCHORAGE LOAD 8 2 2 2 2 2 2 2 3 3 3 ROOF I-IVE LOAP GROLINn SNOW LOAD INCLL12E5 20% OF G1ZOUNI2 SNOW LOAJ2 W-VM THE GROL11\40 5NOW LOAV EXCEEI25 30 P.5F,5 05 10 2 2 2 2 2 2 3 3 3 4 IX6 OR IXB 12-19.2 2 2 2 2 22 2 2 2 2 28 4 4 56 6 7 6 9 10 12 U5W FOR St2C A,P,C,V,12 AN12 V A A5 FOLLOWS; 5 0.17 FOR 512C A,0,33 5 FOR 92C P,0, 20 P5o P5F P5F 0 P5F FOR 5t2C C,0.76 FOR 5VG I2 ,0,83 T-FOR 5t2C V „1,17 FOR 5bC VP'. 16 2 2 2 2 2 3 3 4 4 5 F 3 5o 7 IXIOOR LARGER IZ-19,2 3 3 153 3 3 3 3 3 3 32 5 5 5 6 7 a 9 10 12 14 Id 14 2 2 2 2 3 34 4 4 5 Roor SPAI,I(F-07THE NUMPEROF FOUNt7ATIoN SILL PLATE ANCHOR DOLr515 PA5E5 ON A PULt21NG LENGTH,L 16 2 2 2 3 3 3 4 4 5 6 E-NAIL 5rALIN6 Ar FN rt,EDGE5 F-NAIL 5FACING AT INTERMEVIATE 51J'rORr5 IN I`M_FK t2(IN,) EQUAL r0 80 FEET, 12 24 36 I2 24 36 12 24 36 12 24 36 36 5 6 6 7 8 9 10 12 13 15 18 2 2 2 3 3 4 4 5 5 6 1 FOR ROOF 51•EA111.W/IN 4'OF THE PERIMETER EVGE OF ROOF,INGL,4'ON EA.SIVE OF ROOF PEAK, 20 2 2 4 5 6 7 RAF-MR RAFTER MQLIREV NUMDER Or 160 COMMON OR 1W 4'PERIMETER Wa-ZONE ATTACHMENT REOUMMENr5 51ALL M USE?. 2 FOR WWV 5FEEV5> ROOF & 2 FLOORS 3 3 4 5 5l.OPE 5rACING(IN.) 40n PDX NAL5 MR HEEL JOINT CONNECnON 40 6 6 7 6 9 10 12 13 14 17 TW N 1'50 MPH,MOCK.15 ISO,WHICH TRAN5.5H EAR LOAV•r0 TO 2 ADVIiiONAL J015r5(3 J015r tor. 1 rW5CRI"VE LIMITS ARE PA5rn ON A55UM"ON5 IN!POLE 35, IZ 3 5 8 3 6 9 5 9 13 6 12 17 50 7 8 a 10 11 13 14 16 1B 21 TAr3L� 313 130T1'OM PLA1� TO FOUNPA110N > > ' 2TAt3lLA7EV FRAMING LOADS AND CONNECnON t�QUIRi;MENrS 51-IALL DE rERMIf1En t0 DE g;12 16 4 7 10 4 8 12 6 12 17 8 15 23 j � 60 8 9 10 11 13 15 17 19 21 25 CONN�C110N5 C ANCHOp [30LT5� I2�51511NG MUAIMIM2 DY 0.92 FOR FRAMING NorLOCATEV WMIIN 8 FEE•rOF CORWR5, 19.2 24 5 10 12 6 10 14 7 14 21 IZ f183 24 70 10 10 II 13 15 17 20 2z 25 29 5H�A1? �1?OM 5�15MIC, TAI3L� 3,11 WALL SH�AI-I-IING ANP CLAI�nING 12 3 4 6 3 5 7 4 7 10 5 9 M 80 11 12 13 15 17 20 23 25 28 33 4:12 16 3 5 6 3 6 9 5 9 0 6 12 17 ATTACHM[NT POI' VVIN12 LOA125 G ►� 19,2 3 6 9 4 7 11 6 II 16 7 14 21 Z, 28 5 6 6 7 8 10 II 12 14 16 TA F- 3,6 PIbGF_ CONNF_C110N 24 4 a II 5 9 13 7 13 19 9 17 26 �XI'OSUr:� 32 6 7 7 8 10 II 12 14 15 la FOR%15MIC 12E51GN CATECtMF_5 Ay P,C,n°,P, &12Q 12 3 3 5 3 4 6 3 6 a 4 7 II 700-W.\MNI2 5PEEt2 O MAXIMUM ANCHOR POLr QUI i?�r�M�NT5 FOI� WIMP 5,12 16 3 4 6 3 5 7 4 7 11 5 9 14 3� b G� (�) I10 115 120 ISO 140 150 160 170 150 195 36 7 7 8 9 I I IZ 14 15 17 20 ANCHOR POI r nIAMETER C INJ 5rAoNG C INY'2 F XP0�jUr1F_ P (t2EAP LOAl2 A55UMFTiON5; ROOF ASSEMPLY PI. - 10 P5F) 124 3 6 9 4 7 11 6 11 16 7 14 21 5TRLICI M 5WATHIN6 � 40 7 8 9 10 12 13 15 17 19 22 11211 67 E F E F E F E F E F E F E F I- F E F E F ROOF&3 FLOORS 12 3 3 4 3 3 4 3 4 6 3 5 a 50 9 10 11 13 15 17 19 21 24 28 5/8" 72 700-W.W1NP 5MV12 16 3 3 5 3 4 5 3 5 B 4 7 10 5HEATHIN6 5TUt2 SPACING MUM NAJL 5PACI%FOR 812 COMMON NAIL5 I10 115 120 130 140 150 160 170 180 195 7:12 3 5ECON12 GU5r C MPH) 19,2 3 4 5 '� 4 6 3 6 9 4 6 12 LOCATION' (INCHE5 O.C,) OR 1012 PDX NAJL5(INCHES,O.G,)z' N 60 11 12 13 15 17 20 23 25 28 33 I vouL ATEV ANO•IOR DOLT 5rAct z5 A5'5umr 5wAR WALL ARE SHEATHED IN&-comma WITH 24 3 5 7 '5 5 8 4 8 I I 5 10 15 N N � 5ECTION 3,4,4,2.FOR OfWR WALL 5WATHING TYM5 THE tADLLATED ANCHOR POLE 5rALINGS ROOF PITCH ROOF SPAJ`I REQUIMP CAPACITY OF RIDGE CONNEC110N 12 6 12 6 12 6 12 6 12 6 �12 6 12 6 12 ,5 12 6 12 6 12 70 13 14 15 17 20 23 26 30 33 39 Sf1A1 L DE MU 11PLYEn DY THE APFROFRIATE SHEAmING TYT'E ADJUSrMENr rALtoR IN tADI E C FTJ C PLF7"'' IZ 3 3 3 3 3 3 3 3 5 3 4 6 INTERIOR ZONE 16 6 I2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 — (� 3,t7V,FOR ANCHOR POLTLIMfrA11ONS SEE%C'nON 3,2,1,7, 16 3 '� 4 '� 3 4 3 4 6 3 5 7 24 6 12 6 12 6 12 6 12 6 12 6 12 6 126 6 6 6 6 6 la 77 91 105 136 169 205 2-4-6 a84 327 397 9:12 19,2 3 3 4 3 4 5 3 5 7 3 6 9 SGA1-�: 80 14 16 17 20 23 26 30 34 38 44 2W&L.POrroM PLATE"AIM A5%MEn TO M fMATEV 5OJTWRN PINE. 16 103 121 141 182 226 274 325 3>9 436 529 24 3 4 5 3 4 6 3 6 9 4 a 12 PEIRIMETER 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 f2 6 12 11 a� 126 O E wou1REO ro w515r LATERAL LOAn5 5wu.L PE DETERM1NEn IN THE rOLNnAnoN 20 126 152 176 227 282 342 406 473 545 661 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 (/ q 1 DESIGN PER 5EcnoN 1.1.4. 3 33:12 24 154 182 211 272 9 410 481 568 654 793 3 3 3 12 3 3 3 3 3 4 3 3 5 EDGE ZONE 24 6 12 6 12 6 12 6 112 6 12 6 1216 6 6 6 6 6 6 6 28 180 212 246 318 395 479 568 6635 763 925 16 3 3 3 3 3 3 3 3 5 3 4 6 VWCA, NAME; 1 FRESCRIFTIVE LIMITS ARE PASEn ON A551 IMFnONS IN!POLE 3,2, 32 206 245 281 '565 452 547 649 758 873 1057 12:12 19,2 3 3 3 3 3 4 3 4 6 3 57 DOARG SHEATHING OR LAP SIt21NG 2ANGHOR POLf5 5HALL DE UVIroRMLY ni5TR mt2 ALONG THE LENGTH or THE 511-1,PLATE. 36 231 273 316 1409 508 1616 730 852 1982 1190 24 3 3 4 3 3 5 3 5 7 3 6 9 51-IEATHING RAFTER/TMU55 MINIMUM NUMDEIR OF St?COMMON NAILS pl UMI31 NG 1215�12/ FOR ANCHOR DA.fLIWAnON5%e%cnoN 3.2.1,7. 1HEEL JOINiGONNEG110NARE NOrREQUIREV WHEN It1E RIVGE 155lPrORTEn PYALOAD 51ZE SPACING(IN,O.C.) OR 1012 PDX"1'5 PER SUPPORT NAILING SCN�nUI� 351LL PLATES ARE A55lJMEn t0 DE TREATEn 50U1 NERN rim. 0 CONiiNLlEV IN NEXT COLUMN) REARING WALL,HEADER OR RV6r PEAM DE54NED TO M515r THE APPLIEV LOA175, IX6 OR IX6 12-24 2 2 1 2 2 2 2 2 2 2 2 41-Aet LATE?SHEAR CAPACITY 15 TADLLATEV DA5EV UPON A 10 FT.I-LIGHT AN 17P FL V 10 Ff.1ATS 2WHEN THE INTERNIEn1ATE 5U'rOR TH f OF E R Trjz 15 lrzovi v DY VER RnVAL 5 rr5 O IXI O OR LARGER 12-24 3 3 3 3 3 3 3 3 3 t0 Rit2a HEIGHr.FOR OTI-LR CONVInON5,MILTIFLY VALM DY 1HE FOl-LOWING CWI'.- FLMIN510 A LOADDEARING WALL,•I'HE rhP ATEV HEEL JOINT CONWC11ON MQUIREMENT5 E-NAIL SPACING Ar rMEI,WLZ5 P-NAL SPACING Ar INMRMEVIATE 5"Ol;l r5 IN rW.FIELn(IN.) SHALL DE MRMir9t7 r0 DE i VUCEV rROrOR ZONALLY ro THE REnucnON Or 11 E 5PAN. I FOR W&L,51-CAVING WITHIN 4'OF'rlt CC"R5,THE 4'EnGE ZOKV AT1'ACkH.MO,51&[,DE U5En, PWG, NO.: C CONTINI Pl2 IN NEXT COLUMN) 2 VOLLATW NAIL SeACING A55UME5 SHEATH,ATTACH.TO 5TW MAW.MEMMR5 W/ 0,424q<0,49, 3 FOR EXr,rM.51PING,GALV,PDX NAIL5 SHALL M MRMItTEn%05n11JnON rOR COMMON NAL5, A-6 1