The URL can be used to link to this page

Home My WebLink About41863-Z �suFFocK ��0�0 COGS Town of Southold 10/12/2018 3 P.O.Box 1179 a - v' 53095 Main Rd ��✓,�y� �� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39651 Date: 5/18/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 435 Willow Pond Ln.,Southold SCTM#: 473889 Sec/Block/Lot: 78.4-45 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/8/2017 pursuant to which Building Permit No. 41863 dated 8/8/2017 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: alterations and additions including fire damage repair, deck addition and covered front entry, to an existing one family dwelling as applied for. Corrected 10/12/2018 to add deck addition. The certificate is issued to Willow Pond Lane LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0056 4/16/2018 ELECTRICAL CERTIFICATE NO. 41863 9/27/2017 PLUMBERS CERTIFICATION DATED 1/5/2018 clRd Crpo Plumb Heat 00 0 ' Signature Town of Southold 5/18/2018 P.O.Box 1179 a 53095 Main Rd �4A p� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39651 Date: 5/18/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 435 Willow Pond Ln.,Southold SCTM#: 473889 Sec/Block/Lot: 78.4-45 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/8/2017 pursuant to which Building Permit No. 41863 dated 8/8/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issuedd is: alterations and additions, including fire damage repair and covered front entry, to an existing one family dwelling as applied for. The certificate is issued to Willow Pond Lane LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0056 4/16/2018 ELECTRICAL CERTIFICATE NO. 41863 9/27/2017 PLUMBERS CERTIFICATION DATED 1/5/2018 Ric rd a o Plum &Heat o ' Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 41863 Date: 8/8/2017 Permission is hereby granted to: Willow Pond Lane LLC 1089 Rockaway Ave Valley Stream, NY 11581 To: Interior alteration - demolition (fire damage) - additional certification/permits may be required. 6/27/16 - AMENDED for additions and alterations to existing single-family dwelling as applied for per SCHD.Replaces BP# 39920 At premises located at: 435 Willow Pond Ln.,Southold SCTM # 473889 Sec/Block/Lot# 78.-1-45 Pursuant to application dated 8/8/2017 and approved by the Building Inspector. To expire on 2/7/2019. Fees: PERMIT RENEWAL $497.00 Total: $497.00 AD Building Inspector t o�SUF a TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • o�4� 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#: 39920 Date: 7/7/2015 Permission is hereby granted to: Nixon Joan E Rev Trust 690 Greenwich St 2B New York, NY 10014 To: Interior alteration - demolition (fire damage) - additional certification/permits may be required. At premises located at: 435 Willow Pond Ln, Southold SCTM # 473889 Sec/Block/Lot# 78.-1-45 Pursuant to application dated 6/24/2015 and approved by the Building Inspector. To expire on 1/5/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 tal: $250.00 uilding Inspector Foi m No 6 ,ro\,x,N OF soUTi4oLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A_ For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form)_ 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building- 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate-of Occupancy--$:25'* 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. Ara 272--) 20L6 New Construction: Old or Pre-existing Building: (check one) Location of Property: L(3 i5 W vaew FO ncL Cam— crox -o[A 1 cl-J House No. Street Hamlet Owner or Owners of Property: ma(®tA ?O l� L-1- C, Suffolk County Tax Map No 1000, Section 2 Block Lot 4 15 Subdivision Filed Map. Lot: Permit No- Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted.- $T- -- a t gnature pF SOUTH®� Town Hall Annex Telephone(631)765-1802 54375 Main Road cis Fax(631)765-9502 P.O.Box 1179 s a@ roger.richert(cD-town.southold.ny.us Southold,NY 11971-0959 'QIyC®UIV 1 e 9� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Willow Pond Lane LLC Address: 435 Willow Pond Lane city-Southold st: New York zip: 11971 Building Permit#: 41863 Section: 78 Block 1 Lot 45 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: ACA Electric License No: 39698-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 51 Ceding Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 5 Smoke Detectors 4. Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 49 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt Emergency Fixture Time Clocks Disconnect 20 AA Switches 42 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Combination Smoke / CO Detectors, 1- Range Hood, 4- Exhaust Fans. Notes- Inspector Signature: Date: September 27, 2017 0-Cert Electrical Compliance Form As 1 So r Town Hall Annex Telephone(631)765-1802 54375 Main Road , „ Fax(631)765-9502 P.O.Box 1179 , �? Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD i 4a CERTIFICATI-O_N, Date- �GLGLG( �6(Q Building Permit No. Owner: (�y'CCOW Pon (Please print) 1 -Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (PIumbers Signature) Sworn to before me this day of �ICti�Gt C , 20 i Gt ,(- i Notary Public,_-� -_ _ _ �Counly� - 1SABEL C.MARTINEZ 11400y Public,State of New YOdt No.01 MAW61140 GualCommission n BOMS JuIY 9@ OP SOUlyo`o s �o cOUNi`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT [ON [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPP [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: (ftmi rf _Q/ Y M + cor 'sols I S 1 q6 cf*O-W�wj 11 Q �hVl Pft -4q 1w OW 4- _ ,gyp -�o U✓ � � c� i Inti o I ' 5rj,&.vv f DATE O INSPECTOR L41 of soo coUNi`1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �',/ `�� INSPECTOR7-47 5fso i �o� olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC 'ON [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC L (FINAL) R MARKS: V � din V- 1 UD�'Va#� DATE `1' INSPECTOR OE SO!/lyolo courm,a�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [YFRAMINGCSTR=APPING DATION 1ST [ ] ROUGH PLEIG. [ DATION 2ND [ ] INSULATION [ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ` m �r�ry Sf/►ti1� © 2 DATE, INSPECTOR OF SOUryolo �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1STVINSULATION UGH PLRG. FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION FIRE RESISTANT-CONSTRUCTION [ FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC RICAL (FINAL) REMARKS: ' tj0 DATE J INSPECTOR �o�aOF 50Ulyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE Ll INSPECTORS (off Of SOUTyolo N ® O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL *ilf ®tT7OWS [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKSLeisis i'P �V_ r� A-61 a ✓. e DATE I C ANSPECTOR � qj% 7 SO 0 f �0�� Uly�lo ��'YOOUNI'1,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ �XSULATION [ ] FRAMING / STRAPPING [ FINAL h"ffl f [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ■ ' r REMARKS. so( w,�owtz, IS ✓�_ DATE 1150 INSPECTOR D SEP 14 '2015 ,�'•..,' : N�I.T�O�llA CFf��"WED TES�114V L 0t'J�#;Alf � , ;Ila ! U_D FIVE LEIGH DRIVE +' YbRK,,PE�NNSYLVANhk 17406' + TELE PHQl+7 �U(717)767.44100, • t�aner.nctJittc,com Sim tion Perftinance, Volar He ain Coe ':i nt. Visible Tracn E Fji,nce and Condensation Resistance Calculatiort Report REPORT NO.- NCTL,110 .0'1 838-01 SIMULATION DATE: 4,124/13 REPORT DATE: 4,124113 Client: Nu-Vue Window Factory 3550 Lawson Blvd. Oceanside, NY 11572 Product Line: Nu-Vue Window.Factory's DH 5000/DH 6000 Vinyl Doable Hund Specification: NFRC 100-2010: `Procedure for Determining Fenestration Product U1iboors". NFRC 200-20I0: "Procedure for Determining Fenestration Product 5DII(ir Heat Gain Coefficients and lrisible Transmittance at Normal Incidence", NFRC 500-2010:"Procedure for Determining Fenestration Product Condensation Resistance Values". Therm 6x/ Window 6.x NFRC Simulation Manual(Approved at test dc,&) Procedures All U factor, Solar Heat Gain Coefficients, Visible Transmittar oo, and and Condensation Resistance values were calculated using the fallowing Compliance: characteristics: a.default value of 0.30 solar absorptance for all product.-; other than window glazed wall and sloped glazing which have a solar c:bsorptcance of 0.50. The best glazing option was used as the configuration for SUG(7 twd VT specialty products table, NCTL is a NFRC accredited simulation lcabondcl^y and this simulation was conducted in full compliance with NFRC requirement;. This report does not constitute an opinion or endorsement by the laboratory, .liatings values included in this report are for submittal to an NFRC-licensad 1'/.L cad are not meant to be used directly for labeling purposes. Only those values t4-atified on a valid Certification Authorization Report (CAR) by an NFITC ac Pedited Inspection Agency (IA)are to be used for labeling purposes. Rounding pe.r,VFRC 601-2010: `NFRC Unit and Measurement Policy. PRODUCT LIN9 DESCRIPTION General, The product line modeled is Nu-'Vue Window Factory's DH 5000 / D1I 6()170 Vinyl Double Hung. Model,Size Simulations_ Y200mm x 1500mm(47,244"x 59.055'9 PROFESSIONALS IN THB SCIENCE OF TESTING `7, P Nu-Vue Window Factory NCT'�,-11G�.15$3$-QI Weatherseals. Location Weather Seal Description Head 1 single strips of weather-strip Lower Jamb 2 single strips of weather-strip Meeting Rail 3 single strips of weather-strip Sill single strips of weather-strip 11 Bulb Seal Upper Jamb 2 single stri sof weather--strl Gas Fillings: Gas Type Filling Percentage Technique Argon Sin le robe 90% Reinforcement,- Not applicable. ,Edge—of.-Glass—Construction. Exterior Vinyl Maxing Bead. Finish: Vinyl. France Description: �I e�P1I.■ Code T e Definition VY Vinyl All members are vinyl with no roinforce-ments VF Vinyl w/foam-filled insulation Extrusions are filled with a foam-type,inoilating material Sash Description. Code Type Definition VY Vinyl All members are vinyl with no re;infon ::,ilents VF Vinyl w/foam-filled insulation Extrusions are filled with a foam type,hEdating material Spacer and Sealant. Code T e Definition A8-S Aluminum-Butyi Composite Exposed corrugated aluminum spacer with butyl �p Pi-S Polycarbonate-Butyl Exposed corrugated polycarbonate spacer with butyl-S i-_le Composite sealed. ZE-D Elastomeric Silicone Foam Elastomeric'Silicone foam spacer system Dividers: Where applicable, dividers were not modeled because the gap between dividime and lites were greater than Smm. For Solar Heat Gain and Visual Light Transm;tta,ue default dividers less than l"and greater or equal; to 1"and default patterns were used for 86M.,le.tions. •�artpo.cd alpg�o a--,I$ - r1 0l ?�arxaduroa msygVuap prto pug suo2suaww paaugagla.t ayj nzn s,�usr vjp pal?o79p puJo sp�3�cag2�d1!'.b�-T1? 9211 uto,a,�pa?�27uap2 a.�o au11 20722)o,cd ayl u?vjw2 snonugluoo sluewapa 11b' s�uauaapa snonu?,puo,� •?apoxu uolivinw2o az{l uppyn pauado .ro 8D9.lv a0ozp7 'papvas do pa.rarioa ;ou s? awz?aj Cnj. JT '10p,ow uo22,01nw2s .9111 vlypm a2undj" 'qPf-n pal?Y ospza OJD 9a29?nvO aeogl `puap;an2nba .ro adij 2 llm pauvd purro, 17,11 01.11 cg (pa.taaoo) palum a.t'0 awov at11 uo sa?J?aoa /,T '7n2.t3po2uKrC 2a2a,� a7 vjg, Ogyj I penpu,058 mp qrj m paxpnwza aq gsmu anb2uVaal Ru?poas vyl ,cq pa vVjo sallgava t2� 2[o2gz�egp?,1u? .t?v gz!ac,3.uit ox guap a?22ba do adni ql!m a0vii s ap2su? az�x ;2a papas S1 zanpo.ul aV1 sasoa*:rtd ioj «sa27Fana div palvinuan 'ClI ?ps„ w papapow aq pp2(s 2117(! 07 until slap do 01 jVT..•,5D puq wwg UVY7 JOIDD.[p sa?�?�toa�o��sa�o�s�a22fC72 `Z L'9 ua2PaS 66oer osi w Rwpaoxv pap3po2u Zpz2is uoz,laas aw27.(j :) ayj op pauado adv 2'0V2 sa2lylva 71V :sapnp�,�2azpsoa� -juug..todiul p-gw,goQ sguatumoo pim suozldiummV jTu?papgM x966'0 91 t Sd3 t�WZ z#999 20 466'0 9G Wd3 WZ Z#OLSS %0 _*36Z'0 gL8 tf u #99£ £60 036Z'0 g18 d 0£ #8£61 660 r 0[ZZ'0 9L8 b'ua #8£61 600 '69Z'0 9L8 a!d C Z#99£ L00 1:39z'0 - 5L8 1!) wZ z#oL9S goo 918 w-w enEz coo �3WO 600 m uod� uo�� ldo op UPOIJ al buizeie •(urr�a�s sg aaproa•l ,�ir,ocr� a2f� c7uo) Iwrf, uo?paas oloZ-ooI oagiv Nq pau?w.taiaQ dnojo goo J1-' 191f/u?-13,LS 66Io'o s2 woo, ay7 �a (co�ax� .Cp7n22a7apauoa 1 ow ra2l a�d�L Ha 066 JOJ s u!MPJd wedgy 11e8 bupajAj QMi HO 066 A s u!MEJq u!eod suoiJogs Use,!!y quo HG 066 JoI s u!MeJp tueoJ suo'I euaea�!!y OMI 'ON • m uolsnaxx3 slauuayo jo aogwnN :suo2sn.tgxa Yvimoppoj' R-ql ui (smoZpoz) spauuvya pa1771 vivol utoluo;) spnpo.cd 27anp?n?puj :&Ruippa ucvQd •.l7apn�un�aad wnu2wnlT�papa?ted«8J��'«9I/� :uo2�dg.sasaq.cap2rr?Q To-8S$�I �?TI''�I�,(� �C.�ogata�rnapu�� ani-2z� Nu-Vue Window Factory 11rCT£,-X1�� I�S3S-Ol General Notes: The Condensation Resistance results obtained from this procedure ars for controlled laboratory conditions and do not include the effects of air movement through the specir;ien, solar radiation, and the thermal bridging that may occur due to the specific design and construction of the fenestration system opening, Component Area and Frame Heights: Frame heights, calculated areas, area weighted values for U factor, SHGC, a,ttq: VT, and center -of-glazing are located in approved NFRC simulation programs for alit bidividual products, NC7`L Therm Section FlIename_1Vfethodoloav Filename Codes Example: HD-CU-D-F1_003.THM HD Frame Section(Mead) CU-D Spacer(Intercept) F1 Frame description _003 Glazing ID#3 c VTQRM:—V iZW91 I� zTi� xzm iz Axl 01 x 91 pp�1-111 Z575J- VT Ili -VT GTtlbcl" 4 P 4 S i n m R 4 M m n(fin Q r V+ rv� n V m Nr V O 6 p 0 O O 6 e O O 6 d 4 q O O O a 4 4 O O 8 6 o p i]Ci O b VTN06AA7 'MM �a Qa `w�Ka aswnm oa Cr as I O O o p 00 O a <? O O SIdQC VM1{lr-l� rfry� F L}y F X.2 Z x Tg M 7 ~L SHGCORID<lr C 4 OO O d �� NfV �� rt i � `3�! b b rm ury� Q Q 00, O O 214 p O 6 o p p O O d q O J f]C ,S71r3C NO ORM e 4 O 4 O u 0 4 O O b m v ✓ r� r�r m a :. y yb 4 0 OO O O o 0 0 4 o n d p p 2 C 6 0 wv 7v o- r ova as * $� as Z a GOfldenB8li0n Raiistanro R •d ,e a ,��,rt ! y 5pp * o 4 1l-factor (^ M 5 N eta R C rp m m M fV N N k 'N rl i+ -ra o fi d b a 4 p o 6 o q p d o d ea d a o o a t d Q Q a 4 n ' i=-' N h `^h F vs h F F vn .n vi R M1 -- GtidSixe nn n tiN r;n �f� nn o s Se 4 p p Gnd Type z 2 C? C7(7 f7 t7 S7 O 4(7 ❑C7 C7 G7 O ] U G- (7 xz ii zz zz iz �r2r z za x z;' 7:x zz rya a�rp rnv, r a s n(� ti°7 07 r? r?2 y2 `R r? rn ? mw Q Spero[ C d .4�C ,,1 ,,1 d Z,=� !¢ e z t S,4 N b,, s m a,ar ,N iti ii.a. r Tint uu �d t�U 8 �a 8i; d d r�iU d� UIQ fad _8d Emiwity Surface d Emissivity Surface 5 5rniaSivity SurfacC4 RMLOSIVity Surfeee 3 0a r0 oa oo ryry n oe oo q G o r FfiiaaMty5urfaro2 ; 4 o G o 0 0 4 o d o a as o o a q p p d o a o c c Q ?mislay Surface I of Qep Pi]]� %Of*Fill I c a 8� $e$ �S m �'— cap Fill f pp�,,'p{ y y Gap Fill I Gay 2 Gap m O O 6 4 O O O O 4 0 O I] O O 4 Q 4 b a} 4 0 O O 4 C O Co. O Pana Maknez 03 Qy� QQ ¢ Q Pane Thicknosa Q 2S f= a $.�",� Ci 25= Oa e4 00 ao 4o cs 4 '+ 0 4 O O O b �G 0 a P 4 O C O e+ Q Op o e o o d o 4 p o d o Q o 0 o b 4 p o d G 4 o d e c o ci ci Pane I6 03 i Pane>A 42 13c7 13 a 136 IIg i3� Fggi EE} a L� Ug f3 a c�c�EE s_pp c3gg f7 �, i3>i Er E e E H E 8 r E E fi 2 NM Nn M M N M NM NM Nth NM NOY Nan N,+� N n NM Nrr riM 5� yt Q e M rp, ,o Pat ID#1 � � � F �_� �� 3� a� Wpb � 3r3 .2 2� �j � s N M ,O H m fn C c •G N �F. cn w �C rl 5u u N n rj rTj E ri h N M N M N m Product Number N M a t o n oo en Q V �^ PRODUCT I I vrclunl' zZ Z xzzz z Z c^ q•c et ~m a M1 mm �" a; M mm --I-- 22 T I^ VI•t3RID1 aq o0 0o as o0 ob b2a ¢e ¢a bo o - ViNOGM 4 a a< a s :r m m °rr n F1 �° ^ �m q 0 O OO O.OC o 4 O O O d O O p Si p O O O O b o 6 R SHaC QRII>—i" z x 0 2 �x z x z � z 3EIOC 4IL[D{l" v c o 0 0 0 0 0 ' y J J t2 �!2 2� 'n'n a ly r < G¢ DID. O O O b p O O OO 1010 O Q p C. x• .SUO�,'ND GRID p q P O O 6 .m+ O O d 0 O ti o rh O O OO 6 6 ti C p ,7 i5 O Condensation Resmtartttv w v v s v w $`$ a e0 4 m U-taotor O 0 P ^I N Fj N N N Nty ty FI N N w N n {y ii tV 0 0 4 4 O O O O C e o¢ a Grid Size F{� h F ti P h h h h c�{7 i50 G z z G�4 06 t�U �V OO C7 t7 7 {7 c9 �nd Typt q� z i � x z Spacer 6161 yy nt ...]1,,..11 ,,],y ,a,..7 ,<,t ��77 >i oy� v.17, m Tint V dU UU 4U d U V �cl d Ud dd 44 �� 57Th d Emrsstvity Surthcpd Emisetvity Surfaces ryp 4 tEn,,,,jvj14rface 4 0c5 ob e¢ aq do r r' fatt 3faoe2 ¢rfhes I 112ill l m Gap Frii a yl Gap PIEI I d q d a 11 d� ed —yI t7 eap Z GAP E4a3 are b� "d �� bw by v, �G i�. v, �G v. w O ti p p O O OO O 4 p O O O 8 Q p p p q 0 4 0 O O S. b p Pana Thickness 413 Q 5� '•M1 iS $� bM1 o Pone Thitknasslf2 ¢gg p pp8pppp��O C'b I pp O O p Op b o q p OO O q q OD, O 6 4 O C• d & p rh r O N o'+ g'w N t-M1 m ry Q O• r- [+ n Pane T'hicknpge#1 0,., — a �N � q 0 0 4 O q b ti o¢ O O O O P O O O b H O O O C G• 4 O O 4 F pant 1'15 43 k7� u1 rh f�t� u5 k5 �r'h u5 v�5 Faotmltz E E � E L S E E E N ri N N N rl N I.3 N rw ISI T gq �+�7 c .d Pane 16# -CdC UP UP' '� S •3 <p3 0 U 6 A N N N m Sl •�pi N MCC C N F b i c4 (y N n N M prnductWumber ly •r N ��ryry pp N — - SY N (H ny N C1 -9 7S v — PRODUCT i�s� tx t k k u w' w ii LE L e V'7 GRID 0--1" 2 z 4n d VT GRIDsI" VT NO ORM 0 0 SHOO GRID'el" o SHGC NO ORM r� d 0 CQICIMMiOn Resistance v v w 0 r n Odd Sire Vi fol Grid Typo Q 2r ."t SPAasr Ii. a o. Tint ? Emissivity SuTfRoo 6 Emissivity SurAce;F o o �mi8aiviLy Surfaced '- P 4 Emissivity Surface3 ami%iYitySurfeoe2 $ c P.raieaiviry3urface 1 %of GapFi112 $� %afQap Fill I m rn c�i {lap Pill 2 � cap Fill I a �' Gap 2 i+ g (hp 1 e D 0 0 ch Pane Thickasaa 03 o r PMC TtAkneas 02 � o n o Paas ThAness 41 0 0 0 n U ' Panell)0 r� o0 ta a. w w Pan6lD N2 a F v N B E; E N NN} 4 1-- il r Paw!ID A U � � N n N Product Numbor r°, 0 PRODUCT Nu-'Vue Window Factory NCTLA10-1'5838-01 A baseline product test in accordance with the "NERC 102: Test Procedure fo- 1V 6oE-string the Steady-Slate Thermal Transmittance of Fenestration Systems"is required in order to ic Udate the "Model Size Matrix.of U-values"as previously indicated. Per Section 1.4.3 of NFW C' :700-20X0, `the baseline product is the individual product selected for validation testing". The individual product selected as the baseline product shall be the lowest aimu.lmled individual product or an individual product having a simulated U factor within 0.619 fW(m2*K) (0.10,BTUfHRlfW`'F)or 20% of the listed lowest simulated U-factor. Note: 1. For lowest U-factor listings where multiple individual products are sl.own, ollidation testing can be conducted on any of the configurations listed. 2. Actual simulated individual products are required for product line validatiiDrt testing. 3. Reissue of NCTL-110-14470-01 For the purposes of validation testing, production line units and sizes shall be used to represent the baseline product. Per the client, the model size is manufactured as part of their product line,- therefore ine;therefore the previously listed model size can be used for baseline product validation tests-,zg, Copies of this report and the detailed product drawings will be retained by NC2 for aperiod of four (4)years. This report may not be reproduced, except in full, without the aApromi ,-f NCTL. The results only to the fenestration product simulated. The attached diskette(.) cofttcin(s) all required NFRC data and software files. NATIONAL CERTIFIVD TESTING,LABORATORIES .Performed by: .Reviewed by: DIGITAL SIGNATURE DIGITAL SIGWTURE Zachary Mundorff STE'V1;N H. COBLE Simulator NRC Accredited Simulator Simulo;tor—In-l?esponsible—C,'ar,�o Attachments Nu-'V'ue Window Factory Nt'2"L.-110-15838--0I e art,Lo Product Line. Nu-Vue Window Factory's DH 5000/DH 6000 Vinyl Double Hung Date; 4124113 - Original Report issued to Nu-Vue Window Factory and Inspection.:lgeney l a.::r li1�UmLli _ cry rA r� ' Iwd.v so i lull ` ►L! I, .., M _ rr, � •- FZAU _ owl� • ,Alp ,F hill l!�I I �i� I��'l �-� 1�� 1 d� r�'i r�.il ` � � �7.1�i,A�� ,,�,) ��i`,�•� _�� I.S�(��:�� ,-:" -- \ r r i I l TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL ,i Board ofHealth SOUTHOLD,NY 11971 4 sets of.Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey . SoutholdTown.NorthFork.net PERMIT NO. � Check Septic Form N.Y.S.D.E.C. Trustees PP VED AS NOTED C.O.Application Flood Permit Examined , ,20 ` B P Single&Separate DATE; - �jI W Storm-Water Assessment Form `� � � -E �'�1�PAY•.c�..aY.��.�`– , N0 FY BUILDING DE=PARTMENT AT Contact: Approved ,20 ?65-1802 8 AM TO I FOR T Mail to: too i?orc to ri", II.LQ Disapproved a/c POLLO' - NSPE T IS: ' Va` ��11 M f 1. FO' NDATION - TWO gEQ JIBED — � $�� F R POURED CONC ET Phone: Expiration S ,20 , 2. R )UGH - FRAMIPJG P U ING, r 3. IN- TION 4. FI It, a o rr J L BE COM = J ns�pe.for AP ALL CONSTRUCTION SHALL MEET THE — � I i I W. + TEWi�,yQP_T1RDINGRUIMIT& I"�' YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Date (bCI'?2 %Zt'f , 20 S INSTRUCTIONS a. Th rg'apl`Lca�i�c � e completely filled in,by typewriter;or in ink and submitted to the Building Inspector with 4 sets o pp ans�urate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to,adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. . d.Upon approval of this application,the Building`Inspector will*issue a Building`Permit to the applicant. Such a permit shal l be kept on the premises available for inspection throughout the work. e.No'building shall be occupied or'used in whole or irilpai-t for'dAy purpose what so ever until the Building Inspector' issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such4ate.,If no zoning amendments or other regulations affecting the ng Inspector�may authorize, iri writing,the extension of the permit for an property have been enacted in the interim,the Buil di* addition six months. Thereafter, a new permit shall be required. 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,"or 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 for necessary inspections. ` - - � � • marc �� /Y) ��i C �� ' ( ature f applicant or name,if a corpo a ion) lO's�f*Oma _ (Mai in , ddress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Q.� yr L Covb - c 6 Narne of owner of premises Joavk Xoln/ '(As'on the tax roll. or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work w' l be d e- House Number Street Hamlet County Tax Map No. 1000 Section �� Block Lot 11� Subdivision Filed Map No. Lot 2. State existing use and,occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and'odcupancy ?ee;t kk1,a.�- b. Intended use and occuparicy lze;�,at t VI'a Q I/ 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal, Demolition Other Work A,{ mo-r- �P.VY16 j (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6, If business;commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front i f ` '` Rdar' Depth Height Number of Stories � s 9. Size of lot: Front Rear—,--,_:_l = Depth 10. Date of Purchase Name'of'Forrner Owner 11. Zone or use district in' which premises are situated`-`-' 12. Does proposed coristr'uction',violaie an' zoning'law,;ordinance or `regulation? YES NO 13. Will lot be re-graded? YES NO, ,✓Will excess fill be removed from premises?,YES NO ►� Lf56 W c9[a `Pi �c� t z4l e 14. Names of Owner of premises J0.0, -644YPyAddress: w -Phone No. � 2>'6-75H5$L4 Name of Architect {r `$Address,. E :4's. zs Phorie°No Name of Contractor GSI -64CW fr11• R0,;t b'C40t1� Address--taq='1?�-'DC -Phon'eNo.' 5T $a.5 92'7_0 15 a. Is this pr'operty'within 100 feet'of a tidal wetland or d�fr`eshwater'wetland? *'YES * IF YES, SOUTHOL'D TOWN TRUSTEES_ &D.E.C. PERMITS�1VIAY`BE REQUIRED.' b. is this property within 300'feefof a tidal wetland?* YESNOr " * IF YES, D.E.C. PERMITS_MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF,,_�-Iit S: �} 64arcbeing,dulyf sworn, deposes and says that(s)he is the applicant (Name of individual signing con ract) above named, (S)He is the (Contrac�torAget, Corporate Officer, etc.) of said owner or owners, uthorized 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 2 day of 2015- N Public ture Ap icant Scott A. Russell ,��°Su��16 STtO1K1\\11WA\T1E1K SUPERVISOR - h\11A.NA\GIENCENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET MAY 2 3 2016 ( TO BE COMPLETED BY THE APPLICANT ) —-= DOES ` IES PROJECT IINVOLVE ANY-OF THE F'OLLOWINCr. -- ' Yes No (CHECK ALL THAT APPLY) li ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. I� ®® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ` i ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to a 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. .J 1 ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map-of any watercourse. ® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. #: 1000 t� APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) {1 District n NAME t pry/' Section Block Lot UA l I kk FOR BUILDING DEPARTMENT USE ONLY m I Contactlnforat)o 6031- —� h.-N rrlkpumber) ^`'(lj Reviewed By- - 1 f ((�- ` I — - - — — — — — — — — — — — — 1 �o { f I, Date Pro er � �,{�� Date- Property Address/Location of Construction Work: { — — — — — — — — — — — — — — — — — - LOS- W Y�I LO G� / /��µ l { I� �j Approved for processing Building Permit. l / Cl ( �7 i Il Y(rForward Etormwater Management Control Plan Not Required.tormwater Management Control Plan is Required. { to Engineering Department for Review.) ' FORM * SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. 1000 CIItiC lER 6r36 (rt�ey oVMIt,> rZOfft!d a i,A&U1,CootrAdUr,other) .� Stormwater Management Control PIan CHECK LIST M^MC� a-� Block Lot �' r ,- S M C P -Plan Requirements Provide ONE copy of the Building Permit Application. DateThe applicant must provide a Complete Explanation and/or Reason for not providing 31--7 (--reoi Zb �� `at s t all Information that has been Required by the following Checklist! I. A Site Plan drawn to scale Not Less that 60'to the inch MUSTNONA If You answered No or NA to any Item,Please Provide Justification Here! show all of the following items If you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries b. Total Site Acreage. ., c. Existing-NaturaI&Man Made Features within 500 LF. c ,e�f CGr 1 ue o-.e! S' of the Site Boundary as required by§236-17=21. " d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e1•>j t',, k-'Oe v--2•,,� ! t t 3�5 , �n e e. Limits of Clearing.&Area of Proposed Land Disturbance. ti f. Existing&Proposed Contours of the Site (Minimum 7 tntervals) t�t1\, fY ,��;; ,� cSc° f fJ ` -�}c�•t( g. Location of all existing&proposed structures, roads, driveways,sidewalks,drainage improvements&utilities. h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. e j. Location of proposed Soil Stockpile Area(s). / k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). M. Location or all proposed erosion&sediment control measures. Shall include but not be limitedo: 2. Stormwater Management Control Plan must include Calculations showing A well maintained Construction Entrance, that the stormNrater impro%ements are sized to capture,store;and infiltrate Wire Backed Silt Fencing,stabilization & on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Dravongs forsiormwater practices are required for approval. DRAINAGE if45PrrCT10 Items requiring details shall include but not be limited to: eerie at 765-1560 betore a. Erosion&Sediment Controls. CBaek-fill, OR Provide ertification b. Construction Entrance&Site Access. .l c. inlet Drainage Structures (e.g.catch basins trench drains etc.) a d. Leaching Structures (e.v.infiltration basins,swales,etc.) ✓ * `FOR ENG[NEE DEPT USE ONLY'" I Additional Information is Required. �I Reviewed& 1 Stormwater Management Control Plan is Not Complete. ^ II Approved By: — — — — — — — — — — — — — — — — — — — — — — — — �fStormwater Management Control Plan is Complete. Date: J Z3 1e ® SMCP has been approved by the Engineering Department. IL FORM : S Check List-TOS MAY 2014 I :LTC.41 1 ,111+ :LPT 61:.LI=IZEO C3 Prt]rC5510rll1 C ILL <L NC I14.S' CLIENT M. MARIN RESTORATION 1 , NC rHANGE INC. 4.V NC CHANGE 2V-2!! 241=11'I REPAIR FIRE DAMAGE ' WITH ADDITIONS & j ' 1�) TILS ALTERATIONS TO EXISTING HOUSE LOCATED AT: SILT FENCE TO BE 1 INSTALLEO ALO LIMIT OF CLEARING(Ty?) 435 WILLOW POND LANE F'05f5N. FENCE EROSION &SEI (MERIT CONT Shall include b not be limited to: SOUTHOLD NY, NY 11971 120' MIN. A well maintair ed Construction Entrance, N UNDISTURBED GROUND Wire Backed Si Fencing,stabilization& Seeding of ex sed and/or inactive solis. APPROVAL OF STORMWATER MANAGEMENT 16 MIN. CONTROL P owrn Code t 6 Date: Z3 /6 I IONDRAINAGE INSPI CTIONS ARE REQUIRED Approv Contact TOS Engi ieering at 765-1560 before Backfill, OR Provi ie Engineer's Certification that the drainage has been installed to Code. - i 2"Y'OCOF11 Z OR fiS REDAR - I CONTRACT I18 RAY BALE i � 18•aaN, U� REDDING DETAIL 11x i' sTAscEs, PER RALE i FIN-9 STARES FLUSH STATUS 1' fTAICED E:BUTTED • 110 TO MD' lOUtm HAY BALES (LACED ON CONTOVRS i SHEET TITLE i! va—M ENDS TIGHTLY STORMWATER � LAGED SO THE MANAGEMENT CONTROL 1;BARS DRIVEN THROUGH PLAN 'Y LAID BALE AT AN (�ALE. j IUIRED. `TO BLOCK OR IMPEDE SHEET# SWI M0 4 ' i - Mrs f O ' Town Hall Annex Telephone(631)765-1802 54,375 Main Road gg QQ P.O.Box 1179 G • 0 roner.richert�Q O1M1 SOU n01 nV us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD ' APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: 1 I,u c, -r-,,c- `D&n A G(4 Name: � � � �.�.�,•-..�r� License No.: Address: 1_53-A L- Phone No.: iO 31 5S 3 JOBSITE INFORMATION: (*Indicates required information)*Name: i LL UJ '17c.» l.a �L C_ *Address: X35 1,•`? l IUB ,� � l� ��,,�� *Cross Street: 4211,0.., ) (_,,'e— *Phone No.: l b �; - g $fsb Permit No.: 3 9 C) Tax-Map District: 1000 Section: Block: Lot:. *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES/ R4"p Rough In Final *Do you need a Temp Certificate: NO Temp Information(if needed) *Service Size: 1.Pha� 3Phase 100 150 200 300 350 400 Other *New Service: e-con �•__� Underground Number of Zachange of Service Overh d („� Additional Information: PAYMENT DUE WITH APPLICATION V �� B2=Request for Inspection Form \ \r�� A 1 Tr 1 s i ff// tt 11 f�{ i t 11111 i �1 X11 .:...... t Enhlh ef � Ill� l �l a j ! r ' a ti V r ppo- AF v 1 0 b I I 1 i F f' \ ` 5f � . » « / w !» 4� Rte, FIS. .. . ,,.. F�� 6 �g- -�y f a • r� } a _ I s e t : �a A • t J' Hi �� 1 • 1 ti Verity, Mike From: o<en, Mike Sent: Mo ugust 01, 2016 6:53 AM To: Verity, Mike f Subject: building dept inspection request Hello, Southold FD and our 803 responded to a possible structure fire at 435 Willow Pond Ln. in Southold this morning. The power service to the house was hit by a branch causing the wires to snap and came to rest on the side of the house also causing the side of the house to burn. SFD and PSEG cut off power to the house and requested the building dept to respond during normal business hours and inspect the damage. They said the house was under construction from a prior fire. ref case # 16-12222.. Thank you, 010 Mike Boken d l/ #922 PD Communications. h �� - � petJ )- -,!g Y f t l c� —(5 k( V 1 tac iv; f Verity, Mike From: Boken, Mike \/Pk CIL Sent: Monday,August Ol, 2016 6:53 AM e5, `wn To: Verity, Mike c'L� zY Subject: building dept inspection request Hello, Southold FD and our 803 responded to a possible structure fire at 435 Willow Pond Ln. in Southold this morning. The power service to the house was hit by a branch causing the wires to snap and came to rest on the side of the house also causing the side of the house to burn. SFD and PSEG cut off power to the house and requested the building dept to respond during normal business hours and inspect the damage. They said the house was under construction from a prior fire. ref case # 16-12222.. Thank you, Mike Boken #922 PD Communications. pF SOUK,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 �Q �yc®U ,� February 2, 2018 BUILDING DEPARTMENT TOWN OF SOUTHOLD Willow Pond Lane 1089 Rockaway Ave Valley Stream, NY 11581 Re: 435 Willow Pond Lane, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Punning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41863 - Alterations THE AREA OF THIS PROPERTY IS 40,161 S.F. OR 0.922 ACR.FS ELEVATION THIS PROPERTY HAS BEEN CLEARED 23,250 S.F. (57.97.) 19.0' WN ALL ELEVATIONS SHOWN REFER TO NA VD '88 DATUM N BTSi YSAND ALL WELLS WITHIN 150' ARE SHOWN AS THUS.•8 ;7 PALE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES BROWN FINE o N SAND PERMIT FOR APPROVAL OF CONSTRUCTION FOR A L1�IOLr��LI—LJ SINGLE FAMILY RESIDENCE ONLY ELEV, DA4UN 2 7 201A.s. REF. No. �' oos—j TEST HOLE INFORMATION APPROVED MCDONALD GEOSCIENCE FOR MAXIMUM OF BEDROOMS DATED 5/25/2016 R NO WATER ENCOUNTERED �( "" F2EE YE,�R�a FROM DATE OF APPROVAL WATER EXPECTED AT EL 2' P� R x,o,9 45,'30„ p0� / GEp "AND x,o12.56/ P _ . _ RGE J BERpy' OR FORM Q W / ti o.6 s� `S ?647 6SR 6, 165011 OF 474000 2° BERRY 3 m .L, 172.4 ' , Z / SSrOCKAD S 83'15 40's E aUU/ ��\ \ Nc—�.�7��9 � \ 1.7" STO. �Nl CU C) � —16'_ _ o.5'N LINK a ® qSp SF // x Ni 4 \ 1.2'W 0.7'W 18� � \ C�FgR/A,L, geq��ONFp l`FRqye \\ 2EX/\1y / I C 0 NOT WAR ME 0�`CRF �9' O HOOKED / a UP/ 1p\W e, 2.9• y 2-0- / NSWWgjE — 6 g `O N it J �cNOtiC� QZ 'q4 STOrQ h� S O �sr F //��,,,,�� Y �• v Oct. 19 C' // ��i-R—'R- ,�''c(/ CO,� M SANS OrOSED N lqcpq�RF� �j SINK x Q �V Ry Z O LN�T 1 0 r O 3'W ` m 0 US Ro sS m Z (jSE00N-E'1,000M s��hf ik NcF coNO Z x =} / x 1210 ACESSANK / 1� o / OOL EX/SONG /r'�1 x U / / DER SCHD SONpAzS F,IA1 zgOA I X�,5 DSS l 713. ��HYDRAN \ N � liifater Lutes MUS x z113.9s113.9sT S N ( ) , Be nspecfed By The N 7 6. \ Suffolk County Dept. 0' Health Services.0850" W Call 852-5700, 48 H urs In Advance, TO Schedule In pection(s). .�L�� \ _ / 2000 00, Abaltorunie-'L f e.isdi ,g sanitary system must beyirA' H/ co t'vr�Er rice t}a�L t dd;;uE i�R l$�C�}1?Ir4-- 9lent SLB:mit �A° •(� EDGE oP Pq�E P/PE F N completed form WWM- �U as prod MENr $�i�U, G^P F'L RES/DENOf PUBLIC WA7FR CERTIFIED TO: ��2s�o°S0 12 Marc Marinoff and Jeff Friedman LAND S Millennium Abstract Corp. (Title No. MA-29104—S) ADD CONTOURS AND PROPOSED SANITARY SYSTEM 6/1/2016 Fidelity National Title Insurance Company of New York ADDED SPOT ELEVATIONS 3/9/2016 GUARANTEES INDICATED SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ID ARE NOT TRANSFERABLE. S.C.T.M. N0. 1000 — 78 — 1 — 45 SURVEY OF: DESCRIBED PROPERTY JU6`° 0 3 2016 GARY BENZ, L.S. SITUATED IN: SOUTf/OLD TOWN OF: SOUTHO SUF16 Co.HEALTH SERVICE u, veying and Land Planning 6��iCE 0A'Tfr4 'TEWE_I 24 Shorehaven Blvd. SUFFOLK COUNTY, NEW YORK Ronkonkoma, N.Y. 11779 DATE: 2/24/2016 JOB NO. G16-1908 SCALE: 1" = 30g GaryBenzLS®Yahoo.com / (631) 648-9348 r THE EXISTENCE OF RIGHTS OF WAY AND/OR UNAUTHORIZED ALTERATION OR ADDITION TO THIS COPIES OF THIS SURVEY MAP NOT BEARING THE LAND EASEMENTS OF RECORD IF ANY, NOT SHOWN SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL ARE NOT GUARANTEED. NEW YORK STATE EDUCA77ON LAW. NOT BE CONSIDERED TO BE A VALID TRUE COPY THE AREA OF THIS PROPERTY IS 40,161 S F. OR 0.922 ACRES THIS PROPERTY HAS BEEN CLEARED 2J,250 S.F. (57.99) n S41FF®Ldt couivy 0i: s�PP�tdJlagL�F�®ipsT ®� �Lfij4 SERV1d1es Date 4 SINGLE d"�4W�,S bid®Rd��F0 -ki1 C� rhe s ��s drnsd R®�d C17d ✓O— (d n � M �eEP r L1 V OLi=ti3�LrZJ �d�f� �FOR A e ,'s Dees tt Ydl� 68en ��73P &®,JdS W 419dnd go 19 S 74',570 Poti7LI\ G LAND x 10• s p" E 1 / EOiQGF `� BE�VOI,1, OR F - 2 PIP f RR y SR & RMERC Y OF Q 0.6' S 7647 40" sANORA �• BERR y o •I E m 3 • 'srI N 6.sroCK- cE 83'15340#91 E I e1 4 • _ 1.7"N STO. LINK 0.5'N 0.1'S O OOS� j 0.7'W 00 2 N py14TOR�F�� .I (0 Q m: 2WA N I F FO z MER pRpp/FD O w oNCR 4NF C 2 a \ A>FR INF w I BRiOk ,a�' 229• RRRRg1,01 z In y� \W 64.9' U O N SIGN 86.0' �l 0 � F,�q 2 Sips �,� Spa O W yam' S v Q s ?O ON it V QX J�z `OF co / N1 FHt44, HO x OJ PROF �/ \ ri V Z Wj 5S3P�' \ S SANK•v 29// x 93 v SLA' TOP Z'I ——545 O Q Q !(�j v` (SIGN A � x 2093 �H�RANT s 008'S0„ W CFEP 20o.00. 1 7 2018 Y yQ< MAY z�3� x CQW l AN� EDI f OF PIPE PA BUJ.iJ1Jli1V TOWN OF SOUTHOLD co CO- CERTIFIED TO: J� � Marc Marinoff and Jeff Friedman �� %iOQ�� <y Millennium Abstract Corp. (Title No. MA-29104—S) ',`e� LA ND S Fidelity National Title Insurance Company of New York °( .•- �' C o�l'l GUARANTEES INDICATED SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY-/S PREPARED-SAND/OR AGENCY, AND ARE NOT TRANSFERABLE. S.C.T.M. N 0. 1000 — 78 — 1 — 45 S.C.H.D. REF. No. R10-16-0056 SURVEY OF: DESCRIBED PROPERTY GARY BENZ, L.S. SITUATED IN: SOUTHOLD TOWN OF: SOUTHOLD'--- f Surveying and Land Planning SUFFOLK COUNTY, NEW YORK24 Shorehaven Blvd. Ronkonkoma, N.Y. 11779 DATE: 2/24/2016 JOB NO. G16-1908 SCALE: 1” = 30' GaryBenzLS®Yahoo.com / (631) 648-9348 THE EXISTENCE OF RIGHTS OF WAY AND/OR UNAUTHORIZED ALTERATION OR ADDITION TO THIS COPIES OF THIS SURVEY MAP NOT BEARING THE LAND EASEMENTS OF RECORD IF ANY, NOT SHOWN SURVEY IS A WOLA77ON OF SECTION 7209 OF THE SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL ARE NOT GUARANTEED. NEW YORK STATE EDUCA77ON LAW. NOT BE CONSIDERED TO BE A VALID TRUE COPY. New York State Insurance Fund c Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,2ND FLR,MELVILLE,NEW YORK 11747-3166 Phone (631)7564000 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 113380021 M.MARIN RESTORATION, INC 1089 ROCKAWAY AVENUE VALLEY STREAM NY 11581 POLICYHOLDER CERTIFICATE HOLDER M. MARIN RESTORATION, INC TOWN OF SOUTHOLD, BUILDING DEP 1089 ROCKAWAY AVENUE 54375 RTE 25 VALLEY STREAM NY 11581 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE H1274 343-1 381965 04/08/2016 TO 04/08/2017 4/22/2016 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1274 343-1 UNTIL 04/08/2017, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 04/08/2017 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND J, DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:401001981 U-26.3 I ® DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 4/22/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME. Dinegar-Schneider-Reaccuglia, Inc PHON o E (718)423-1300 (FIC No,(716)423-3175 2563 Francis Lewa.s Blvd E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC# Flushing NY 11358 INSURER A.TUDOR INSURED INSURER B: M.marin Restoration Inc INSURERC. 1089 Rockaway Avenue INSURER D: INSURER E: Valley Stream NY 11581 INSURER F: COVERAGES CERTIFICATE NUMBER:CL1642220443 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MMIDDIYCY YYY MM/DD/YYYY POLICY EXP LIMITS LTR X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 Al A CLAIMS-MADE x OCCUR PREM SESOEa oNcu ence $ 100,000 NPP8252840 2/24/2016 2/24/2017 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEML AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY 1 PRO 1-1LOC PRODUCTS-COMP/OP AGG $ 2,000,000 JECT OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PPROPPERdT nt DAMAGE $ HIRED AUTOS AUTOS ( er UMBRELLA LIAO OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION OTH- AND EMPLOYERS'LIABILITY STATUTE I I ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y� N/A E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E L DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 54375 RTE 25 SOUTHOLD, NY 11971 AUTHORIZED REPRESENTATIVE A Reaccuglia/GINA rJo New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,2ND FLR,MELVILLE,NEW YORK 11747-3166 Phone (631)756-4000 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^A" 113380021 M.MARIN RESTORATION, INC 1089 ROCKAWAY AVENUE VALLEY STREAM NY 11581 POLICYHOLDER CERTIFICATE HOLDER M. MARIN RESTORATION, INC TOWN OF SOUTHOLD, BUILDING DEP 1089 ROCKAWAY AVENUE 54375 RTE 25 VALLEY STREAM NY 11581 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE H1274 343-1 381965 04/08/2016 TO 04/08/2017 4/22/2016 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1274 343-1 UNTIL 04/08/2017, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 04/08/2017 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND J, DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cerUcertval.asp or by calling(888)875-5790 VALIDATION NUMBER:401001981 U-26.3 5/7/2015 ' Suffok County Contractors License Search This page will enable you to search for businesses with active licenses in Suffolk County. Do not assume that the party you are researching Is not licensed If no results are returned. For further verification,please call the Office of Cons umerAffalrs at(631)853.4600 Monday through Friday,from gam to 4 pm. Search Data License and Phone License Number(Numeric portion only) Telephone Number 631 Owner FlrstName Marc Last Name Madnoff Business Name Street Address City State Zip There were 1 records found. `Search Wild Card Business Name Clear Screen • �dlespe:son fVamd Company vru,.n, License z fype issue Date Expire Date L,cense Category Address MARC MARINOFF M MARIN RESTORATIONS INC (516)825-8 350 22145 H 01-Dec-93 01-Dec-15 H1-GC 1089 ROCKAWAY AVE VALLEY! Version 1.30 03/19/2013 3:OOPM Copyright Suffolk County Information Technology Services,All rights reserved. nr,wi,.lr APfa:rx Werna Pane tinlinl:�Caunfv Hoge Page http://apps.SUffollcountyty..gOVConsumer%20Affairs/ContractorSearctVdefa It.aspx 1!� New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,2ND FLR,MELVILLE,NEW YORK 11747-3166 Phone (631)756-4000 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A^A A^^ 113380021 M.MARIN RESTORATION, INC 1089 ROCKAWAY AVENUE VALLEY STREAM NY 11581 POLICYHOLDER CERTIFICATE HOLDER M. MARIN RESTORATION, INC TOWN OF SOUTHOLD 1089 ROCKAWAY AVENUE BUILDING DEPARTMENT VALLEY STREAM NY 11581 54375 RTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE H1274 343-1 769716 04/08/2015 TO 04/08/2016 5/7/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1274 343-1 UNTIL 04/08/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 04/08/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSU RANCE FUND UNDERWRITING This certificate can be validated on our web site at https.//www.nysif com/cerUcertval.asp or by calling(888)875-5790 VALIDATION NUMBER*416744574 U-26 3 ACERTIFICATE OF LIADATE BILITY INSURANCE 4/14/2015 ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Lorena Amoroso Dinegar-Schneider-Reaccuglia, Inc PHONE (718)423-1300 FF—AX A/C No (718)423-3175 2577 Francis Lewis Blvd ADDRRES .lorena@dsragency.corn INSURERS AFFORDING COVERAGE NAIC# Flushing NY 11358 INSURER Tudor INSURED INSURER B. M.marin Restoration Inc INSURERC: 1089 Rockaway Avenue INSURER D: INSURER E. Valley Stream NY 11581 INSURER F: COVERAGES CERTIFICATE NUMBER:CL1541415505 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000 A CLAIMS-MADE FXI OCCUR RPP8252589 /24/2015 /24/2016 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO LOC $ AUTOMOBILE LIABILITY Ea accident) SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED ( ) AUTOS AUTOS accident Per BODILY INJURY $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ UMBRELLA LIABOCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/NLIMITS I I ER CRYANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED N/A E L EACH ACCIDENT $ (Mandatory in NH) E L DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS!LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING DEPARTMENT 54375 RTE 25 AUTHORIZED REPRESENTATIVE SOUTHOLD, NY 11971 Andrew Reaccugl3-a/LOR � ' �— ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 oninn5i m Tho ArOlPr)names and Innn arc ranicfarcrl mnrlec of AC`opn STATE OF NENNI YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF IINTSURA:NCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disa ility Benefits Carrier or Licensed Insurance Agent of that Carrier Ia. Legal Name and Address of Insured(Use street address only) lb.Business Telephone Ntunber of Itlsured M. MARIN RESTORATION INC. (516) 825-8850 1089 ROCKAWAY AVENUE le.NYS Unemployment Iim=ice Employer Registration VALLEY STREAM, NY 11581 Ntunberoflnstred Id_Federal Employer Identification Ntunber of Insured or Social Security Niunber 113-38-0021 2. Name and Address of the Entity Requesting Proof of 3a.Name of Insurance Cartier Coverage(Entity Being Listed as the Certificate Holder) NEW YORK STATE INSURANCE FUND Town of Southold 54375 Rte 25 3b.Policy Ntuntber of entity listed ut box"Ia": Southold, NY 11971 DBL 5030 01 - 1 3c.Policy effective period: 04/08/2015 to 04/08/2016 4.Policy covers: a.® All of the employer's employees eligible under the New York Disability Benefits La%v b.rl Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of tie insurance carrier referenced Am and that the»Trued insured has NYS Disability Benefits insurance coverage as described above. Date Signed 0517/2015 ay �` 4�. R Joseph J Masi (Sizratlure of rrsurarcecarner's authonaed repres=_rtat ire of NM Licersed irsura rce?gent of that rrsurance camer) Telephone Number (866) 697-4332 Title Director of Disability Benefits Insurance 113PORTANT_ lftwx"4a"is chedked,and tbis form is sinned by the insurmice carrier's aulhorized representative or NYS Licensed Insurance A__mt of that carrier,Ila$certificate is COMPLETE. Wil it directly to the certificate bolder. If box-ab'is checked,this certificate is NOT COMPLETE for ptirixses of Section 220.Subd.S of the Disability Benefits Law. It nmst be mailed for c"Ittiou to the ttrorkery Compeusanon Board.DB Plans Acceptance Unit.20 Pari Surto.Albany.Nets,'oak 12201. PART a.To be completed by NYS Workers'Compensation Board(Only If box"4b"of Part 1 has been checked) State Of New York Workers'Compensation Boars! Aceotdut,It to urfortuation maintained by the NYS Workers'Cotupeusation Board.the above-named employer has comghed with the 1QYS Disability Benefits Law with respect to all of hiseher employees. Date Sighed By (Siga"R of NTYS WorkeW ConlMsation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those uusutunce caiTiers are authorized to issue Foml DB-120.1. fnsurance brokers are NOT authorized to issue this form. DB-120.1 (5-06) Certificate Number 321365 REScheck Software Version 4.6.2 Compliance Certificate D RUEff[E D Project MAY 2 7 2016 Energy Code: 2010 New York Energy Conservation B�D��s l3EPT. Location: Suffolk County, New York TOWN®F SOZITHOLD Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 435 Willow Pond Lane M. Marin Restoration Inc. Michael Bonacasa Southold,NY 11971 1089 Rockaway Ave H2M Valley Stream, NY 1180 538 Broadhollow Rd 516-825-8850 Melville, NY 11747 631-756-8000 . trade-off Compliance: 43.0%Better Than Code Maximum UA: 2223 Your UA: 1266 The°/a Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home, Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,216 38.0 33.0 0.015 18 Ceiling 2: Cathedral Ceiling 184 19.0 15.0 0.029 5 Wall 1:Wood Frame, 16" D.C. 24,992 13.0 10.0 0.044 1079 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 376 0.320 120 Door 1:Glass - 104 0.400 42 Floor 1:All-Wood Jolst/Truss:Over Outside Air 61 19.0 15.0 '0.027 2 Complla ce statement. The proposed building design described here Is con}' ent witUa_building plans,specifications, and other calculati ns submitted with the permit application.The proposed bu' 'Ing h e �`r5sign to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Versio "l. .2 a . th the mandatory requirements listed In th%AgSc eck Inspection-Checkliste.6X . p Name-Title —� Datif- Project Title: Report date: 05/24/16 Data filename: X:\MARN (Marin Restoration)\2016\MARK 1602 (Southold Residence)\Permits\Southold Pagel of 1 Rescheck.rck ' ' 1 r r--- Generated by REScheck-Web Software i �- SEP 141015 Compliance Certificate Ii BLDG DEPF TMA!N 01- Project 1 Project 435 Willow Pond La, Southold Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 435 Willow Pond La 435 Willow Pond Dr Energy Rating Service, Inc Southold, New York Southold, New York Islip Terrace, New York 11752 631.383.4198 rocketinsulation@gmall.com COMP lance- Pai��es. Compliance: 0.3%Better Than Code Maximum UA: 318 Your UA: 317 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cobt. LI-Factor UA Perimeter Ceiling: Flat or Scissor Truss 1,007 30.0 0.0 0.035 35 Ceiling: Cathedral 130 19.0 0.0 0.052 7 Wall:Wood Frame, 16in. o.c. 1,310 13.0 0.0 0.082 85 Window:Wood Frame,2 Pane w/Low-E 257 0.350 90 Door: Solid 18 0.200 4 Wall:Wood Frame, 16in. o.c. 430 13.0 0.0 0.082 35 Wall: Wood Frame, 161n.o.c. 120 13.0 0.0 0.082 9 Door: Solid 16 0.200 3 Floor:All-Wood joist/Truss Over Uncond.Space 1,122 21.0 0.0 0.044 49 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 2010 New York Energy Conservation Construction Code requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. Name-Title matthew Wahl, hers rater 2572845 Signature Matthew Wahl Di011al MatthewWahl,o,c Wahl S DN—Matthew Wahl,o,cm, ail=eneryyratingrer @yah 00 cam,r Us Date]015 0831 71 1542-G4'00' Project Title: 435 Willow Pond La, Southold Report date: 08/31/15 Data filename: Page 1 of 6 REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.2 ;Construction drawings and ❑Complies ;Requirement will be met. [PR1]1 documentation sufficiently ❑Does Not 114 1demonstrates energy code ❑Not Observable ;compliance for the building ; ❑ envelope. Not Applicable 103.2, ;Construction drawings and ; ❑Complies 403.7 documentation sufficiently ❑Does Not [PR3]1 ;demonstrates energy code 1} :compliance for lighting and ❑Not Observable ; mechanical systems.Systems ; ❑Not Applicable ;serving multiple dwelling units ; must demonstrate compliance ; with the commercial code. 403.6 ;Heating and cooling equipment is; Heating: ; Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not U on loads per ACCA Manual J or Cooling: Cooling: ❑Not Observable other approved methods. Btu/hr Btu/hr ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 435 Willow Pond La, Southold Report date: 08/31/15 Data filename: Page 2 of 6 Section # Foundation Inspection Complies? Comments/Assumptions & Req ID 303.2.1 !,Exposed foundation insulation ;❑Complies :Requirement will be met. [FO11]2 j protection. UDoes Not ;❑Not Observable ❑Not Applicable ' 403.8 ;Snow melt controls. ;❑Complies [FO12 2 ;❑Does Not lU. ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: 435 Willow Pond La, Southold Report date: 08/31/15 Data filename: Page 3 of 6 5 section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions '& Req.ID 402.4.4 ;Fenestration that is not site built f❑Complies :Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ;or has infiltration rates per NFRC 10, ❑Not Observable 1400 that do not exceed code ❑Not Applicable ;limits. g 402.4.5 ;IC-rated recessed lighting fixturesi ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ( ❑Does Not l®) Viand labeled to indicate&It;=2.0 i ❑Not Observable cfm leakage at 75 Pa. ( ❑Not Applicable { i 403.2.2 ;AII joints and seams of air ducts, ❑Complies [FR13]1 fair handlers,filter boxes, and ❑Does Not 114 ;building cavities used as return ;ducts are sealed. f ; ❑Not Observable i ❑Not Applicable ; 403.2.3 ;,Building cavities are not used as ; ❑Complies ; [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.3 ;HVAC piping conveying fluids ; R- R- ;❑Complies [FR17Jz above 105 °F or chilled fluids UDoes Not below 55 °F are insulated to R-3. �) ;❑Not Observable ' ❑Not Applicable 403.4 ;Circulating service hot water ; R- R- ;❑Complies ; [FR18]2 ;pipes are insulated to R-2. UDoes Not Q ;❑Not Observable ❑Not Applicable 403.5 ;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: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) ( Project Title: 435 Willow Pond La, Southold Report date: 08/31/15 Data filename: Page 4 of 6 Section # Insulation Inspection Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation labeled or ;❑Complies ;Requirement will be met. [IN13]2 Onstalled R-values provided. ❑Does Not 8) ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 12 JMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 435 Willow Pond La, Southold Report date: 08/31/15 Data filename: Page 5 of 6 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.4.2, ;Building envelope tightness ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met. 402.4.2.1 verified by blower door test result ;❑Does Not [FI17]1 ;of&It;7 ACH at 50 Pa.This ;❑Not Observable 9) ;requirement may instead be met ; ; :via visual inspection, in which ;❑Not Applicable case verification may need to :occur during Insulation Inspection. 403.2.2 ;Duct tightness via post- cfm ; cfm ;❑Complies [FI411 construction with maximum ;❑Does Not leakage of 8 cfm to outdoors,or ❑Not Observable ,12 cfm across systems. For rough-in tests,verification may ❑Not Applicable need to occur during Framing ;Inspection, with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 ;Programmable thermostats ❑Complies ; [FI9]2 linstalled on forced air furnaces. ❑Does Not 40 ❑Not Observable ; ❑Not Applicable 403.1.2 ;Heat pump thermostat installed ❑Complies [FI10]2 ;on heat pumps. Roes Not �) ❑Not Observable ❑Not Applicable 403.4 ;Circulating service hot water ❑Complies [FI11]2 (systems have automatic or ❑Does Not accessible manual controls. �a ; ❑Not Observable , ❑Not Applicable 401.3 iCompliance certificate posted. ❑Complies ;Requirement will be met. [FI7]z ❑Does Not lel ❑Not Observable ❑Not Applicable 303.3 ;Manufacturer manuals for ❑Complies [FI ;mechanical and water heating IE]Does Not ;equipment have been provided. ❑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: 435 Willow Pond La, Southold Report date: 08/31/15 Data filename: Page 6 of 6 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Above-Grade Wall 13.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass&Door Rating AM Window 0.35 Door 0.20 HeatingfA .. Heating System: Cooling System: Water Heater: Name: Date: Comments �mlv�,',V ul GRADE >r t' h'PRECAST CONCRETE SLAB INLET 6" MIN. DIA. APPROVED _ a architects PIPE- PITCHED " PER 1'-0" TRAFFIC BEARING, COVERII^IPIIIII'I IgNC CONCRETE COVER PRECAST CONCRETE DRYWELLS _.. + i a I m, PVC PIPES TO BE SDR 35 (2) 8'-0" DIA. X 4'-0" HIGH ■ x engineers , 4 ,F n hi A� 00 DO o DO ° 0 ° 00 Melville, NY 11747 = 538 Broad Hollow Road Albany, NY 12205 ° DOO New York, NY 10001 0 OO �� 4th Floor East 0 31-011 ,� 3 Melville, NY 11747 White Plains, NY 10604 M O P:(631)756-8000 New City, NY 10956 F:(631)694-4122 Parsippany, NJ 07054 ° 0 -' ° O�O NOTES: Howell, NJ 07731 YWELL SHALL HAVE A 6" S' U�II�TY 0 ° - 0000 1 MIR UM PENETRATION INTO O CONSULTANTS: s�®S$ POLE 1 � �� s c ° 00 ° 00 SAND AND GRAVEL STRATA �, o �°IF O 00 000 2. ALL DRAINAGE STRUCTURES Q p S ° 0 0 0 00 O ° 0000 ° O SHALL CONFORM TO SUFFOLK a S , 0 O �O m �o ° ° ° 0 00 000 ° OQ COUNTY DEPT. OF PUBLIC W s� o ss 0 0 0 ° 0 0 0 �p o 0 p 0 0 00 WORKS AND TOWN OF SOUTHOLD o O 0 O STANDARDS AND SPECIFICATIONS. 17 : MARK DATE DESCRIPTION �4 �, Srack S 83015t40$1 DE 1 ® , �� GROUND WATER TEMPORARY CONSiRUCTION >r 1 41-5.q SIDES PARKING AREA+/-350 S.F. O i DR*(WELL DETAIL (D C) 400 1� ® p F Sp LINE OF STRAW BALE W/SILK mr TO SCREEN FENCE BACKING / O OO,�jF OIjF DRAINAGE CALCULATIONS: ��y BASED ON CONTAINMENT OF 2"OF RAINFALL ON SITE x / AREA AMOUNT 2"RAINFALL COEFFICIENT CUBIC FEET BUILDING 1562 .166 1 259.2 MOUNDED BERM,SEE DETAIL TOTAL CUBIC FEET REQUIRED: 260 CF ® N co/V'C �� ' �� 0 USE:TWO(2)8'-0"DIA.X4'-0"DEEP PRECAST CONCRETE DRYWELLS CAPACITY PER DRYWELL=169.2 CF 13MAY16 ISSUED ® TEMPORARY CONSTRUCTION �F /Vl ' - 2 X 169.2= 338.4 CUBIC FEET PROVIDED 122APR16 ISSUED --�-- STAGING&MATERIAL 6 Tv n NftUJECi#: SEAL �\ STORAGE AREA+! 375 S.F. �Pj o� ��g• 2 1 NA . >ZCNING DATA MARN-1602 s � & O 1`"1UNICIf=ALITY TCU" CE SCU�'HCLD DATA. ,� yt k' n Nj 51 (D <� �` \• SCTM: 1ZOO - 18 - 1 - 45 FEBRUARY 2016 i D m CL/ LINE OF STRAW BALE W/SILK '�,` �'� �� qac ZONE: R-4 DESIGNED BY: ' SIGN SCREEN FENCE BACKING °j � \� LCT AREA 40,1ro1 SC.FT. 120MPMJBH WIND ZONE a 3 y 'CA�00O All DAVVN BY: f FF F�`/ �r S ZONING i ECUIREMENTS ALLCUJBEXISTING ALE jCC RLH o� ` D? '� O `��' s �' CO / MAX2 % � 8 32 SF 3.Sg'o 1�✓-/02 SC.FT. NC CHANCE CHLCKLL)�Y: RLVILWED BY: l�jc 8 2p�s A��, �Q��r BUiLDIi�C ,�i�� EPS MJB ';ALTERA-IOWCr1{I_,cP_LLICNTEX.EPTD'A LIC NEED NEW DRYWELL,SEE p1 O � DRYWELL DETAIL 21' PD.rE ^ILLEGAL.. FRONT YARD SETBACK 5Z' MIN 14.g' NC CHANCE CLILNT Oar .. ,��,F F k . SiDE YARD SETBACK 20' MIN 53.1 N� CHANGE M. �� RESTORATION � � 1 � 22� �` \¢ /• � INC. a o \ "' REAR64.g' NC CHANGE o 1 . . w YARD SETBACK 50' �� " �/' 1 . � . . . BUILDING HEIGHT 35' 21'-2" 24'-1111 ASSUMED AREA OF EXISTING SEPTIC SYSTEM `S/c/v REPAIR FIRE DAMAGE 7rF I GAL SILT FENGE/5TI<'AN BALE DETAILS WITH ADDITIONS & ' N ALTERATIONS TO 2O- WOVEN-RE FENCE (MIN. 14.5 EXISTING HOUSE GAUGE AucE - MAX, B"1,IESH /� iC'MAk;L,1uA(SPACING Sf ACICIG) 76 00�t�o SS — 35'MCI. FV4CE POSTS DRNC14 S'LT FENCE TO BE LOCATED AT: `J I,SIH. 16"INTO GROUND POSTSt ""IAUEU ALO19C LIMIT c2 STEEL EITHER "T"OR 'U"TYPE OF CLEARING(TYP) � OR 2"HA,RDS"'OCD `V SILT FFl10E--�_,,,_ '� POSTS FENCE 435 WILLOW POND LANE T SL200 2D .µLN. SOUTHOLD NY, NY 11971 ( D S CLEAPE.D AREA m ®0 w FLOW LlN0I5TlFftp'£O Y �I —` GROUND � ED OL 2co!.+PAcTstilt MIN.L EMI3EED LTER 'LS i Dc © CLOTH MN,8" v U ` INTO GROUND EDGE E r• - N NE OF IOtv,F , v►F:v/ T . A 1/EME�r SILT FENCE DETAIL D ' 1, WOVEN MRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH W 2"■2' MODER J 21 21 71ES OR STAPLES, STAT{E ORO REDAR �l 2.FILTER CLOTH To BE FASTENED SECURELY TO WOVEN 'AIRE FENCE TIES 3' SPACED EVERY 24" AT TOP AND MID SECTION, BOUND HAY BALE CONTRACT co 3.t',JEN TWO (2) SEC71ONS OF FILTER CLOTH ADJOIN EACH OTHER THEY � fIPW Site PIan SHALL BE OVERLAPPED 8Y SIX (ES) INCHES AND FOLDED. er�._r• c�D SCALE:1"-2U'0" 7*1 Fi GAL C, N5TRUGT10N ENTRANGE DETAiL WHENWHEN�•MAINTENANCE SHALL PEP.FOSI AS NEEDED AND MSATERlAt REMOVED ai WHEN "BULGES" DEVELOP P FN THEE SILT FENCE. a� Construction- Specifications: ANGLE FIRST STARE TOWARD N FAEVIOU54Y LAID BALE J 9OU240 MAY BALE /_GED;TIENT PEDDiNG DETAIL z 50' Milrmuld " Z�� CONTAIFp,ElFi EXISTING - STONE SiZE. USE 2 OR REECLAIMED OR RECYCLED CONCRETE: EGUWALEN7 ♦ � ■ PAVEMEN 2• x 2' WOODEN AREA 2'X 2' STAKES. GRAVEL- - LENGTH: NOT LESS THAN 50' (EXCEPT ON A 51NGLE RESIDENCE LOT WHEERE STARE OR 15 REM -- \ ., 7 2- Fill BALE u , A 30' MINIMUM LENGTH WOULD APPLY) --��— . " OaI�E srnxEs FLusL+ rr PAC hiDUNTABLE SEMA !_ C)FL - THICKNESS. NOT LE55 THAN b" "' (I r \ —srAREu BUTTED STATUS FlLTER CLO ■ (OPTION L1 Cho TO END, - WiDTH: 12 MINIMUM, BUT NO LEESS THAN THE FULL WIDTH AT i=DINTS WHERE V V sauna HAY antes EXISTING INSR'ES5 OR E&RlrS5 OCGUPS;24' IF A 51NGLEE ENTRANCE TO 51TB ANCHORING D T PLAN v-ACED ON CONTOURS t GROUND 50' MINIMUM b;� - FIL'T'ER CLOTH: WILL BE PLACED OVER THE ENTiRE AREA PRIOR TO � _F AIL _ 0 PLACING OF STONE 04 - SURT--ACE WATI:R: ALL SURF-ACE W ACATrR FLOWING OR r7IV>~RTER D TOWARD STRAW BALE DETAIL GRAVEL jr« CONSTRUCT ION ENTRANCES SHALL E3E PIPED ACROSS THE ENTRANCE. IF O SCALE --- --- SHEETTITLE Z u' FIPIN5 15 IMPRACTICAL, A MOUNTABLE BERM VV 5,! 5LOFE5 15 PERMITTED ' 1?' �IAXISTINGVEM� - MAINENAttGE: THE ENTRANCE SHALL DE MAINTAINED IN A CONDITION WHICH 1. DALES E14ALL BE PLACED AT THE TOE CF A SLOPE OR THE CONTOUR AND 111 A ROW WiTH ENDS TIGHTLY � z MiNiMUlA ` A3LTTING THE ADJACENT BALES. STORMWATER 2. YTLL PREVENT TRACKING OR FLOWING OR SEDIMENT ONTO PUBLIC v EACs HAI F. SHALL BE F.M13EDDED III 10L .SOIL A MINIMMulA Or F,')uR (A! iARCHES AND PLACED $0 THE RIGHT5-OF-WAY. ALL SEDIMENT SPILLED,DROFFED, WASHED, OR TRACTLD 814DI14GS ARE HORIZONTAL. MANAGEMENT CONTROL Z ONTO PUBLIC RIGHT5--0F-YVAY MUST BE REMOVED 1MMEDIATEL7Y 3. BALES SHALL SE SECURELY ANCHORED W PLACE BY EITHER TWO (2) STAKES OR R;:-HARS DRIVEN THROUGH ° PIAN VI ` - WHEN WASHING 15 REOUIRED, IT SHALL 57- DONT: ON AN AREA STABILIZED W THE BALE• THE FIRST STAKE IN EACHBALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID DACE A7 AN EN PLAN ANCLETO FORCE THE DALES TOGETHER. STAKES SHALL BE DRIVFLL•SH WITH THE BALE. 5TONE S WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPFiNG DEVICE 4. lNSPECTIOiJ SHALL 8E FREDUEN7 AND REPAIR/REPLACEMENT SHALL 9E MADE AS REgl11RED. w - PERIODIC iNSPECTION d NEEDED MAINTENANCE SHALL BE 5• BALES SHALL BE, REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO SLOCe, OR IMPEDE O PROVIDED AFTER EACH RAW STORM FLOW OR DRAINAGE, a U SHLET# O_ swi ■ ® F- cnI a ca U 22'-7" d • / I , Sr o,g 74.57' » 11, 1 . „ rl GENERAL NOTES * x 2S6a s o E architects PIP Contractor to verify all dimensions,conditions,etc. S .6 ? 'f - h a O.s (assumed,existing,and proposed)herein shown and report S an discre encies to the designer prior to commencing l 76.47'4 Q" engineers Y P 9 � any work. o m o° ; Contractor to verify the existence and structural stabilityof existing foundation and mason walls prior EXIST. o �'STOCKADE S 83�15�40" E 9 masonry s found I UNEXCAVATED U _'ice 15.14' to start of work. Any foundation all masonry wall ST _ 4 N759 to be inadequate for new loading shall be repaired or1 1.7" STO, O 1.2'w LINK Melville, NY 11747 replaced as required. O C00S X,� �' 1.s W 0.71 y NY 12205 r_ ASpy F ST 0.� W All new concrete shall be a minimum compressive strength I •L�(J 538 Broad Hollow Road Albany, Al 3000 new si.at to days. ` N ACT OR�w R 4th Floor East New York, NY 10001 Y ' REPAIR FIRE DAMAGE,FINISHES P Y q" ri; ONLY. NO STRUCTURAL Melville, NY 11747 White Plains, NY 10604 All concrete footings are designed based upon an `J °�FARiy r-F STORYADDITION WTH INTERIOR New City, NY 10956 P:(631)756-8000 assumed soil bearing capacity of two tons per linear foot. °<i S AMF g ALTERATIONS TO 1ST FLOOR. F:(631)694-4122 (Contractor shall field verify and assume responsibility) BLUESTONE PAVERS&TREADS ON 4"CONCRETE o NFA yFOx ` a�, CONSTRUCTION REPLACE NS 8 2 Parsippany, 0 071 SLAB ON 95%COMPACTED EARTH WITH STONE — — LI EO ED EO DE KA OV —— — O` 1 . S pR R/F DAMAGE ALTERATIONS TO REPLACEANY 2 Howell, NJ 07731 ------- ------ - � °°iy �9� °"•9N DAMAGE BY FIRE All footings shall bear on virgin sand and gravel and VENEER RISERS&SIDE WALL FINISH _ extend to a minimum depth of 3'-0"below grade.. ', I k x tion ? (� CONSULTANTS: 64'9 All framing lumber shall be hemlock fir#2,minimum fiber stress y' ' 181_0" 2'_ �n 5�' " a x� N =850 psi.Unless noted all headers,girders,etc..shall be x• 1 86. Douglas Fir#1,minimum fiber stress=1000 psi. o I I `../ SIGN 0 ,d ryAF'94 2 S 43S AMTORY All glass shall be double glazed with a minimum"U"value x I ti I i of.31. All doors and windows to be vinyl clad frames. 1 I Cl) - 2"X 10"WOOD LEDGER 4"X 4"WOOD L�SL 0SECURED TO FOUNDATION POST ON 1'-0" 3K All exterior walls shall be 2"x 4"s @ 16"O.C.with fire 1 I "'' DIA.X 3'-0"DEEP I I T z� J2} W 8'' EXIST. WITHy"DIA.X 4"LONG Z c co stopping. 0 1 I MECHANICAL u R° FH� cR He x �� STEEL LAG BOLTS CONC.PIER,TYP. I interior artitions shall be 2 X 4 s 16 0.C. `° ,° @ 24"O.C.,SECURE I I pAa F Ati F k ��/ MARK DATE DESCRIPTION AI p @ I 1 �- �� JOIST WITH METAL 4'-5 O JOIST HANGERS(TYP.) I I 0 *Z -Z All floor framing shall be as shown on plans,flush or as I I 1 m I LU ml + required to be flush. .i' x x I im Roof framingrafters shall be as shown. O o co N I Y °' *� INSTALL#6 RE-BAR DOWELS AT ''•` f" v I 1w Zo° CONSTRUCT NEW WOOD DECK 2'_0" EX M �N I p ` ^ EXIST CONCRETE PATIO TO BE NEW/EX.CONC.CONNECTION,12" ir3 w 1L� SIGN REMOVED M All door and window lintels shall be 2-2' x 10"s for spans LONG,@ 6"O.C.VERTICALLY,DRILL r- /2"X 8"F.J.(a) Z I� to 6'0",larger spans shall be as noted. 1 "' .-, i Iw y �HYDRANT 9 p &EPDXY INTO EX.6"DEEP,TYP. : . 16 O.C. All exterior sheathing shall be 1/2"thick exterior grade - I e LL plywood. ' NEW 2"X 10"D.J.@ 12"O.C. 1 �O N 76.08,5 w Q» All subfloors shall be 3/4"thick exterior grade plywood. Z w Provide metal rafter ties at all rafter/top plate connections 1'-6" = 12'_ 1, 11'-9" / ` andmetaljoisthangersatallflushjoist/girderconnections. 2QQ.QQ� 8MAY17 REVISED & RE- ISSUED „ UP •. 4"X4"STEEL COLUMNW/ANGLES I 1 �0�,•CO ,L��' 10MAR17 REVISED & RE- ISSUED Provide I"x3 cross bridging for all joists spans in excess SO THRUEXISTINGBEAM ON2'X2'X NOTE: ( I z�• �1' C /1 ` 23AUG16 REVISED & RE- ISSUED of 8'-0",@ midspan,lower end not nailed until flooring i CO ti 1'-6"DEEP CONC.FOOTING ALL UNDER DECK LUMBER TO BE ACQ I I Site Plan r'1 N� fDc� OF PA`,E P�Pe ,--�` 13MAY16 ISSUED is installed. DIRECTLY BELOW STL.COL. TREATED LUMBER I I SCALE:1"=30'-O" Mehr x ( All exterior walls shall be insulated with a minimum EXIST. ABOVE SEE DETAIL THIS PAGE 22APR16 ISSUED 3112"R-13 type fiberglass foilback insulation. "' BASEMENT ( I 1 I NOTE' PROJECT M SEAL All roofs shall be insulated with a minimum 51/2"R-19 w i : ' ANY AND ALL ANCHORS AND TIES THAT I I ZONING DATA COME INTO CONTACT WITH PRESSURE1 I MARN-1602 type fiberglass foilback insulation. •y: All ceilings to attic area shall be insulated with a minimum R-38 TREATED OR CHEMICALLY PRESERVED I MUNICIPALITY TOWN OF SOUTHOLD X WOOD LUMBER SHALL BE OF A FINISH AS DATE: Roof to be covered with one layer of 15 Ib. building = SPECIFIED BY THE MANUFACTURER I 1 SCTM: 1000 - 16 - 1 - 45 E with a minimum 6"overlap and staggered joints and FEBRUARY 2016 \S � paper P 99 r I I ZONE: R-40 P L J. . DESIGNED BY: f finished with 300#asphalt shingles or roof shingles I I -9 ' I I LOT AREA 40,161 SQFT. 120MPH WIND ZONE ' 3 DIA.STL.COL.ON 1 MJB ' �1 specified on the drawings. x �, r- 2 X 2 X 1 6 DEEP ti o 1 C Flat roof to be covered with built-up roof membrane 1 q1 rt{�11 �, CONC.FOOTING ',.'';:; '� 20'-0'" I DRAWN BY: i�- i system designed for minimum slope of 1/8"per Ilinear foot. O 93 —J ZONING REQUIREMENTS ALLOWABLE �XiSTINCA PROPOSED Z •..•...,. REHJCC •y • *'DIA.STL.COL BELOW EX. — -------- ------ --- -- BEAM ON 2'X 2'X 1'-6"DEEP LINE OF EDGE OF_DECK ABOVE All interior construction shall be covered with 112"'thick t (� BU ILD INCx AREA MAX 203o OR 8,032 SF .. '3,8% 1,502 SQ.FT. 5.40 2,162 SQF I, CHECKED BY: REVIEWED BY: O� 58 gypsum board. ?' CONC.FOOTING DIRECTLY EPs MJB �c A, ., n J 1 ,..^• �b�'t' I BELOW COL.ABOVE a ',- EX. 'ALTERATION OF THIS DOCUMENT EXCEPT BV A LICENSED All bathroom walls to be covered with 112"thick N o � EXIST. ROFESSIONAL IS ILLEGAL' waterproof moisture resistant gypsum board. X / 2"X 8 F.J.(u1 LAUNDRY FRONT YARD SETBACK 50' MIN -i4.9' NO CHANGE CLIENT N o 16"O.C. Tape and spackle all gypsum board joints with minimum two POST FROM X ABOVE,T YP. N SIDE YARD SETBACK 20' MIN 53.1 NO CHANCE M. ARI N RESTORATION coats joint compound, r, C? Provide 1/2"thick rigid polystyrene insulation under all I F_ ,.X I LU I ~ INC. new vinyl siding. N WASHER DRYER REAR YARD SETBACK 50' 64.9' NO CHANGE Provide trowel on mastic damproofing on all exterior concrete UP , ,— „ walls below grade. BUILD INCs HEIGHT 35 211-21124 I1 Basement Plan REPAIR FIRE DAMAGE GENERAL CONDITIONS SCALE:1/4"=V-0" � EXIST.BILCO WITH ADDITIONS & All work shall comply with New York State and local codes DOOR and ordinances and New York State Energy Conservation ALTERATIONS TO code. ' " EX GARAGE EXISTING HOUSE All work shall be done to the highest standards of craftsmanship by all trades LOCATED AT: Samples shall be supplied to the owner of all materials 435 WILLOW POND LANE and of workmanship NOTE: Shop drawings shall be provided for fabricated items PROVIDE SMOKE INDICATED AS DICATED ® MSTALL M ACCORDANCEco SOUTHOLD NY, NY 11971 WITH THE NEW YORK STATE RESIDENTIAL BUiLDMG CODE AS FOLLOWS: E where applicable §R313.1 Smoke alarms. Smoke alarms shall be installed in the following locations: No Temporary facilities for protection of tools and 1. In each sleeping room. V _ equipment shall conform to local regulations and shall V D be the contractor's responsibility 2. Outside of each separate sleeping area in the immediate vicinity of the D 0 N bedrooms. The contractor shall present the building to the owner EX.LIVING ROOM ca for acceptance clean and read for occupancy.X411 la$$ 3. On each additional story of the dwelling, including basements and cellars but g P Y9 not including crawl spaces and uninhabitable attics. In dwellings or dwelling 11 AY 1 2 2011 shall be cleaned and polished,floor swept,carpets units with split levels and without an intervening door between the adjacent vacuumed fixtures washed with labels removed,and levels, a smoke alarm installed on the upper level shall suffice for the 753 adjacent lower level provided that the lower level is less than one full story o exteriors hand raked free of debris below the upper level. CUT EXISTING WOOD BEAM & SUPPORT r4�TN' ' E When more than one smoke alarm is required to be installed within an individual .T•F „•,.� ��D o During construction,premises shall be kept clean and dwelling unit the alarm devices shall be interconnected in such a manner that BOTH SIDES W/STEEL ANGLES TO free of construction waste where possible the actuation of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible in all bedrooms over background noise ALLOW FOR STEEL ON STEEL levels with all intervening doors closed. CONTRACT CD Contractor shall make all necessary arrangements for CONNECTION. COLUMN TO BEAR C Exception: Interconnection is not required where smoke alarms are permitted to service deliveries,access to the job space and EX BEDROOM be battery operated in accordance wit Section R313.1.2. DIRECTLY DOWN TO NEW FOOTING rubbish removal. 3�'.DIA. STEEL COLUMN All smoke alarms shall be listed and installed in accordance with the provisions Contractor shall familiarize himself with and conform to of this code and the household fire warning equipment provisions of NFPA 72. EX.DMING all building requirements in the performance of Ihis work. EX.FLOOR 0 §R313.1.1 Existing building undergoing repair, alteration, change of occupancy, The contractor shall verify all dimensions and jolb addition or relocation shall be provided with smoke alarms as required by o conditions prior to submitting bid and shall repoat all Appendix J. c0 Ex.BEDROOM Ex,BEDROOM of tllSCrepenCleS Or OmISSIOnS t0 the owner. §R313.1.2 Power source. In new construction, the required smoke alarms shall o receive their primary power from the building wiring when such wiring is served JE� from a commercial source, and when primary power is interrupted, shall receive ®O ® STATUS Winter protection,heat,and snow removal shall be the power from a battery. Wiring shall be permanent and without a disconnecting EX.WOOD BEAM EX.WOOD BEAM contractors res onsibili . All s ace heatin shall be switch other than those required for overcurrent protection. Smoke alarms shall p ry P 9 be permitted to be battery operated when installed in buildings without Ex.BEORooM done in a safe sensible manner,with periodic checks on o commercial power or an on-site electrical power system or in buildings that the system,and shall comply with state industrial undergo repair, alteratiop, change of occupancy, addition or relocation in „ n v g p y' 4 X 4 STEEL ANGLES • xITCHEN 91 o accordance with Appendix J Section AJ403. `LI commission and O.S.H,A.regulations. Z WELDED TO 4"X 4"STEEL EX BATHROOM Rental charges,safety,protection and maintenance of §AJ604.1 Smoke alarms. When interior alterations occur, or when one or more „ „ Cfl Ex BA HRooM T SHEET TITLE sleeping rooms are added or created in existing dwellings, the individual COLUMN TO SUPPORT 4 X 4 STEEL COLUMN , i lJl N rental equipment shall be contractor's responsibility. dwellin unit shall be provided with smoke alarms located as required for new dwellings; the smoke alarms shall be interconnected and hard wired. EXISTING BEAM FOUNDATION PLAN, �I These documents do not include the necessary EXCEPTIONS: ZONING/CODE components for construction safety. Safety,care of Existing First Floor Plan Existing Second .Floor Plan adjacent properties during construction and compliance In other than bed and breakfast dwellings, smoke alarms in existing areas shall 5 1 P P 9 P not be required to be interconnected and hardwired where interior wall or Column/Beam Connection Detail INFORMATION with state and federal regulations regarding safety shall ceiling finishes are not removed to expose the structure. SCALE: be contractor's responsibility. SCALE:314"=1'0" SCALE:118"=1'-0" o §AJ604.1.1 Power source. Smoke alarms shall be permitted to be battery operated when installed in buildings without commercial power or an on-site electrical NOTE: a power system, or in buildings where existing interior wall or ceiling finishes SHEET# are not removed to expose to structure. EXISTING RESIDENCE CONTAINED 4 BEDROOMS TOTAL. RESIDENCE TO CONTAIN 4 BEDROOMS TOTAL IN RECONFIGURED N interconnected Interconnection. Smoke alarms shall re be permitted. to be ARRANGEMENT AFTER PROPOSED WORK IS COMPLETE interconnected where batter operated alarms are N U 1 b i NOTES: a r'- 22'-711 , PROVIDE SMOKE DETECTORS AS 2'-11y" 11'-3y" 5'-�" 2'-1 2" I architects INDICATEDOINSTALL IN ACCORDANCE 22'7 WITH THE NEW YORK STATE RESIDENTIAL 111 11 111 II R �� BUILDING CODE r --- ---------- — ,r 2Mf ---- __— ;". " INSTALL CARBON MONOXIDE DETECTORS WITH EGRESS EGRE HD i engineers DIGITAL DISPLAY AS PER NEW YORK STATE PROVIDE HOLD DOWN TIES I I •`' RESIDENTIAL BUILDING CODE,AS INDICATED AT ALL CORNERS AS O5 7 CO 161-5Y2"INDICATED,SEE DETAIL I 1_ 11 0 „ 51 s ELECTRICAL NOTE: M.L.=1.9E MICROLAM BEAM N I I NEW SUPPLY&INSTALL ALL NEW ELECTRICAL IN 21'-10 I 1 cn 2”X 8"C.J. BATHROOM ACCORDANCE WITH THE NEW YORK STATE HE ADER NOTE: RESIDENTIAL BUILDING CODE. ALL HEADERS SHALL BE(2)2"X 12",UNLESS I I w @ 12"O.C. � OTHERWISE NOTED UJI lu , I Melville, NY 11747 AIR SEAL NOTE: INSTALL ONE LAYER 518"TYPE'X' I 1 w BEDROOM N I , i I 538 Broad Hollow Road Albany, NY 12205 ALL JOINTS,PENETRATIONS&OTHER SUCH NOTE: o EXISTING DOOR TO BE CLOSED, '- OPENINGS IN THE BUILDING ENVELOPE THAT ARE PROVIDE DOUBLE FLOOR JOISTS BELOW ALL TUBS, GYPSUM BOARD ON WALLS&CEILING, PATCH&REPAIR AS REQUIRED 224 SOFT x � � ( 4th Floor East New York, NY 10001 �? PROVIDE SMOKE&VAPOR TIGHT JOINTS I 1 ai N REQUIRED: `� E I I SOURCES OF AIR LEAKAGE SHALL BE SEALED IN TYPICAL o TO MATCH SURROUNDING 1JJ Melville NY 11747 White Plains, NY 10604 ACCORDANCE WITH THE NEW YORK STATE ENERGY q z THROUGHOUT,314 HOUR FIRE RATING �' L=17.92 SQFT LLI P:(631)756-8000) NOTE: Q, x " CONSTRUCTION I cD LO z x J I CODE. USE OF FOAM PLASTIC INSULATION TO COMPLY WI x �, EXIST. 1 w V=8.96 SOFT. @ 16"O.C. 1 New City, NY 10956 1 I a; F:(631)694-4122 PROVIDED: C14 1 a' Parsippany, NJ 07054 I L=41.24 SOFT. 1 i Howell, NJ 07731 CODE R318 4 GARAGE I V=22.92 SOFT.NOTE: N ALL PLYWOOD SUBFLOORS SHALL BE SCREWED w EXISTING DOOR TO BE CLOSED, / , I 5 &GLUED TO JOISTS z PATCH&REPAIR AS REQUIRED *INSTALL R-30 FIBERGLASS Q' TO MATCH SURROUNDING BATT INSULATION IN FLOOR / I I I CONSULTANTS: 4"X 4"WOOD POST ON CONSTRUCTION JOISTS ABOVE GARAGE, — — 171' 11 I CL. I I I AIR CONDITIONING NOTE: — SUPPLY AND INSTALL NEW CENTRAL AIR MASONRY BASE WITH BELOW BEDROOM UPSTAIRS! COLUMN ENCLOSURE AS 1, �o ;�, I 1-311 I I CONDITIONING SYSTEM.TWO ZONES: a, DOWNSTAIRS. ALL NEW AIR CONDITIONING SELECTED BY OWNER \ c.i I I 4 EX.CHIMNEY O 1 �- —\� EX.FIREPLACE z EQUIPMENT SHALL BE EQUIPPED WITH R410A BO REFRIGERANT. THE USE OF R22 OR ANY CFC o N I I 4"X 4"POST TO BEAR BASED REFRIGERANT SHALL NOT BE PERMITTED. 71-6" I 1 ® o DIRECTLY ON NEW STEEL COLUMN BELOW C 1 -5.7 LU 1T-5" �- I X NEW HANDRAIL NOTE: ALL HANDRAILS TO BE MIN.OF 36"HIGH to� 3R 3 DIA.STL.COL.TO I S �, 2"X 8"C.J. "' I I MARK DATE DESCRIPTION BEAR DIRECTLY ON 16"O.C. WHICH WILL NOT ALLOW THE PASSAGE OF I w@A 4"DIA.SPHERE THROUGH IT = I FOUNDATION WALL I I 3'_�" z 171.911 EXIST.LIVING 2 NEW NEW 1LO I _� NEW WOOD DECK I I 2"X 10"R.R. = 2"X 10"R.R. STAIR NOTE: *° ,� ROOM `� a, o COVERED I � = I 16"O.C. � 16"O.C. I I PROVIDE NEW CLOSED RISER WOOD STAIRS, M ENTRY � q I " vmi 7 x S ( I- BEDROOM w 1 OAK TREADS,OAK RISERS,WITH 3'-0"TALL OLu WOOD HANDRAIL,AS SELECTED BY OWNER, Cl) FC-0-1N r, 1 NEW a 283 SOFT w CO 2 X 8 C.J. TYP.,CONSTRUCT&INSTALL IN ACCORDANCE r ui � EX. x EX. 1 REQUIRED: 1 1 z z / 2"X 8"F.J.(il � 2"X 8"F.J. `o 1 @ 12"O.C. J L=22.64 SOFT ^ WITH THE NEW YORK STATE BUILDING CODE - NEW 2"X 8' 16"O.C. � ? 16"O.C. —� - - - - - - - - - - - - - V=11.32 SQFT. 1 F.J.@ 16"O.C. z 1 — — — _ PROVIDED: _ — — I Cl) ALL NEW WOOD IN CONTACT WITH EXISTING DOOR TO BE CLOSED, 1 — _ — _ _ _ _ _ L=3$.93 2�FT. I I I En CONCRETE TO BE ACQ LUMBER 7'2Y" 11'6' PATCH&REPAIR AS REQUIRED I 1 M V=17.19 SOFT. J TO MATCH SURROUNDING DN I i U 1 8MAY17 REVISED & RE- ISSUED ANY&ALL ANCHORS&TIES THAT COME INTO L I 2R Ill CONTACT WITH PRESSURE TREATED OR CONSTRUCTION *'DIA.STL.COL.TO TOP PLATE @ 7'-0"HIGH 4"X 4"POST TO BEAR w I 10MAR17 REVISED & RE- ISSUED BEAR DIRECTLY ON DIRECTLY ON NEW STEEL I 23AUG16 REVISED & RE- ISSUED CHEMICALLY PRESERVED WOOD LUMBER SHALL (71 (,1 I , BE OF A FINISH AS SPECIFIED BY THE EGRESS EGRESS —— ———————— MANUFACTURER v / 3j"DIA.STL.COL.TO FOUNDATION WALL I ® 4 BEAM BELOW I 1 13MAY16 ISSUED CEILIN ,@ 8'-0"HIGH r I ' BEAR DIRECTLY ON NEW BELOWu r NOTE: `' cn EXISTING TO BE I� I / STEEL COLUMN BELOW _ I `' CL. I _ 22APR16 ISSUED CONTRACTOR TO PROVIDE INSULATED ACCESS w REMOVED,TYP. I I 1 ^ I ti PROJECT#: SEAL of MASTER I NEW W8 X 24 FLUSH 2p'-p" I N I '- PANEL TO ATTIC SPACE OR PULL DOWN STAIR w BEDROOM I — — — — — — — — — — — — — — — — — _ — — — — _ Cl I ' IN LOCATION SELECTED BY OWNER — — 233SOFT ` 12'-0" - - - - - - - - - - - - - - 1- - - - - - - 77 N � MARN-1602 NOTE: REQUIRED: I� J UP EXISTING STAIR 1 " w o I I 27' ® ® I DATE: KEU INSTALL NEW 50 CFM VENT FAN IN L=18.64 SQFT 11 a TO REMAIN, 1 13=11 z o l I 1 \7 EACH NEW BATHROOM&POWDER V=9.32 SQFT. 11 I x I I Q5 A N I FEBRUARY 2016 J. B� y ROOM,DUCT TO EXTERIOR o I �� REFINISH AS REQ. NEW N U w PROVIDED: {� z I I 9 `o I I I Li U 2"X 8"C.J. w w I DESIGNED BY: m L=30.93 SOFT. o � I I CL. @ 16 O.C. O of NEW i I MJB * D V=17.19 SOFT. L� _� O X 5 _! ;:'. ' N C) -i ti of KITCHEN iv 2"X 10"R.R. 13'-11" / )3'4y2". (DID 16"O.C. I I DRAWN BY: ; . N • � EXIST. "N ^N 11 1 = n < 1 I NEW 2 X 12' RIDGE o — — ►UFIAI — — — — I REHJCC — — I CLOSET ® N F_ , 2"X 8' C.J. " „ " „ —_ — ; 514 WOOD DECKING I z , I CHECKED BY: REVIEWED BY: /7 .� —22 XB ±J�C 7�TL PLATE — — _ I S I @ 16'O.C. I I EPS MJB c " -� , O FAMILY ROOM Y N r u NEW °.° BEDROOM 1 0 'ALTERATION OF THIS DOCUMENT EXCEPT By A LICENSED X 8" X 7"-ST PEAT — — C? I 2 X 8"C.J. N218 SOFT DN o I— —FLIT — _j @ 16 O.C. EW O REQUIRED: I 1 PROFESSIDNAL19 LL DAL 11 CLIENT ALIGN WALL WITH N �1 ® 11 11(�� `°� I I 211 10"R.R. L=17.44 SOFT 1 BEARING WALL ABOVE 12-0 J I 16"O.C. ® a V=8.72 SOFT. I 1 M. M A RI RESTORATION z o PROVIDED: _ 5 6 - - - - - - - x `- Q L=30.93 SOFT. — O � a BEAR DIRECTLY ON BEAM — � — 34 EXIST. BELOW 1 V4 P�, — w V=17.19 SOF F I INC■ O Ii LINEN Q cn � ^ I 1 I I I �ti O5 m I 11 �� I :. BATHROOM 1 1 1 11 II ci 1 CEIL �@ 8'0"HIGH 1 1^ g'_ 12'0" I 1 � I 0 x DINING ROOM u o I�� ® �� I I NEW to x -JJ NEW WALK-IN MASTER ''- ( 1 N PDR ROOM x iv 1 I P -- " 1 1 1 1 1 w 1 co CLOSET I BATHROOM II � N 1 � I TO LATE @ 7-0 IGH 6'-10%" '_p 4'-1 " 14' ^ GRESS I N REPAIR FIRE DAMAGE ® I I ------ -------- - -- -------- ---- WITH ADDITIONS & ALTERATIONS TO — = - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - EXISTING HOUSE 2-2"X 12' HDR 14'-3y2' 5-1y 14-Oy 3-5y 1 " I II 1 11 1 11 12'-2" 71.3y4" 51_�" 2'1 2'_8" 7'-2y" LOCATED AT: �YYYA 36'-1�" 3s'-10y" 435 WILLOW POND LANE SOUTHOLD NY, NY 11971 T m ca First Floor.Plan Second Floor Plan 4"STACK VENT 4"STACK VENT `"a SCALE:1/4";::V-0" I THROUGH ROOF I I THROUGH ROOF ROOF SCALE:114"=t'-0" � T Ili BATH r 3„I—fi-1 1 F_73' T_- -I--, 1-112" I 1 12 1 11112" 2" 1-1121 0 FIRE NOTES: DOOR SCHEDULE (LAV 1-112"1 1 1 WC I I I WC 1 LAV ALL EXISTING STRUCTURAL MEMBERS REMAINING SHALL BE SCRAPED COMPLETELY FREE L I 1 I I 1 TUB I I a OF CHAR&SHALL BE PAINTED TO SEAL IN SMOKE ODOR. ALL NEW WINDOWS SHALL COMPLY WITH SECTION R310&R303 OF THE N.Y.STATE INSTALL SADDLES AND/OR TRANSITION STRIPS AT ALL CHANGES IN TYPE MATERIAL WIDTH HEIGHT FRAME SADDLE REMARKS I 1 1 1 I J1.112" 2NDco RESIDENTIAL BUILDING CODE FLOOR MATERIAL 1 WOOD/GLASS 3'-0" 6'-8" WOOD ALUMINUM EXTERIOR,INSULATED,WEATHER STRIPPED,SIDELIGHTS 1-112" SHOW R 1 FLOOR ALL EXTERIOR WALLS DAMAGED OR REMOVED SHALL BE RE-INSULATED WITH NEW INSULATION IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CODE. DOOR NOTES: CONTRACTOR TO VERIFY ALL EXISTING BEAMS IN THE 2 WOOD/GLASS 6'-0" 6'-8" WOOD ALUMINUM EXTERIOR,INSULATED,WEATHER STRIPPED,SLIDING DOOR 2" ( 3" I 2" 3" 1 2" CONTRACT a ALL INTERIOR DOOR TO BE HOLLOW CORE WOOD WITH WOOD FRAMES,SIZES FIELD,V.I.F.,REPLACE AS REQUIRED 2" I c INSTALL NEW FIRE STOPPING AT ALL WALLS,WHERE REQUIRED AS INDICATED ON DOOR SCHEDULE BELOW,INSTALL MARBLE SADDLE& 3 HW MTL 3'-0" 6'-8" WOOD ALUMINUM EXTERIOR,INSULATED UNDERCUT 1"AT BATHROOMS. 4 WOOD 2'-6" 6'-8" WOOD CONTRACTOR TO INSTALL SOLID WOOD BLOCKING AT ALL __ " CONTRACTOR TO PROVIDE AND INSTALL ALL HARDWARE NECESSARY FOR STEEL BEAMS WHERE FLOOR JOIST WILL HAVE A FLUSH 5 WOOD 2'-0" 6'-8" WOOD MARBLE @BATH i r- "— '3"I— T �, ALL FINISHES DAMAGED BY FIRE,SMOKE WOR WATER TO BE CLEANED OR PROPER INSTALLATION AND OPERATION. CONNECTION,SECURE JOIST TO WOOD BLOCKING WITH g WOOD 1'-6" 6'8" WOOD I1-112• I1-112" 1 12" 3" REPLACED AS REQ'D. METAL JOIST HANGERS OF APPROPRIATE WIDTH I ( 3 7 WOOD 5'-p" 6'-8" WOOD BI PASS /Lav ILAv 1-112^I 1 we LAV ( WC o REPLACE GYPSUM BOARD&INSULATION DAMAGED BY FIRE,WATER,&FIREMEN,SEE ALL EXISTING DOORS NOT DAMAGED TO REMAIN,CLEAN AS REQUIRED L L I 1 $ WIOODIGLASS 2'-$" 6'-$" WOOD ALUMINUM EXTERIOR,INSULATED,WEATHER STRIPPED STATUS GENERAL NOTES t-112" t-t12" sHow 19FIRST ALL STEEL CONNECTION TO BE WELDED,CONNECTION DOOR NOTES: FLOOR SIDING NOTE: DESIGNED BY FABRICATOR,CONTRACTOR TO PROTECT ALL INTERIOR DOORS TO BE SOLID CORE,WOOD,READY FOR FINISH UNLESS OTHERWISE NOTED 3" 2 3" 0 REPLACE SIDING DAMAGED BY FIRE TO MATCH EXISTING,CLEAN ALL BEAMS SHALL HAVE SOLID BEARING ON NEW COLUMNS AND ALL COLUMNS SHALL WOOD DURING WELDING TO PREVENT IGNITING,&ASSUME 2" o AS REQUIRED TRANSFER LOADS DIRECTLY TO BEAMS OR CONCRETE FOUNDATION WALLS,AS RESPONSIBILITY INSTALL SADDLES AND/OR TRANSITION STRIPS AT ALL CHANGES IN FLOOR MATERIAL,LOCATE CENTERED IN DOOR SUCH THAT 2" INDICATED WHEN DOOR IS CLOSED,MATERIAL ON OPPOSITE SIDE CAN NOT BE SEEN SHEET TITLE SHEATHING NOTE: INSTALL NEW 3112"DIA.STEEL PIPE COLUMNS UNDER CONTRACTOR TO)SUPPLY AND INSTALL ALL DOOR HARDWARE SELECTED BY OWNER REPLACE 112' EXTERIOR GRADE PLYWOOD SHEATHING,ROOF&WALL, INSTALL SOLID WOOD'CATS'IN ALL BEARING WALLS DAMAGED BY FIRE,CONTRACTOR TO PATCH EXIISTING,AS REQUIRED AT MIDPOINT OF WALLS,TYPICAL ALL NEW STEEL BEAMS,TRANSFER LOADS DIRECTLY TO CONCRETE FOUNDATION,TYPICAL ALL EXTERIOR DOORS TO BE INSULATED&WEATHERSTRIPPED 4"HOUSE TRAP Floor Pians s WINDOW NOTE: M.L.=1.9E MICROLAM BEAM E ALL NEW WINDOWS TO BE BY'CAPITOL'OR APPROVED EQUAL',VINYL CLAD,LOW E GLAZING, ALL WOOD BEAMS TO BEAR ON 4"X 4"WOOD USE OF FOAM PLASTIC INSULATION TO COMPLY W/CODE MODEL NUMBERS AS INDICATED ON ELEVATIONS. PROVIDE SCREENS&EXTENSION JAMBS,AS R318 REQUIRED.CONTRACTOR TO SUPPLY&INSTALL.ALL NECESSARY HARDWARE FOR PROPER POST,UNLESS OTHERWISE INDICATED BASEMENT a INSTALLATION&OPERATION. DOUBLE FLOOR JOISTS BELOW ANY WALL AND CEILING FINISHES SHALL NOT HAVE FLAME SPREAD CLASSIFICATION SHEET# :A IF- INTERIOR PARTITIONS PARALLEL TO OF GREATER THAN 200 PLUMBING RISER DIAGRAM Alml N NOT TO SCALE C) CONTINUOUS i archtects RIDGE VENT i pj NEW RIDGE,SEE PLAN FOR SIZE w , REMOVABLE 2"x6"COLLAR TIE COVER Box @ 48"O.C. PROVIDE INSULATION DAMS `D engineers TO PREVENT LOOSE-FILL '`^ 30 YR ASPHALT ROOF SHINGLES ON 30 lb INSULATION FROM FALLING r — THROUGH ACCESS i+d 12 12 ROOFING FELT ON�'EXTERIOR GRADE °• LINE OF EXTERIOR 61 6 PLYWOOD DECKING SECURED TO ROOF p° RAFTERS,SEE PLAN FOR SIZE DBL.FRAMING NOTE: WALL BELOW ° PROVIDE ICE AND WATER SHIELD BY ATTIC — �'GYP.BD.FINISH SECURED TO CEILING I "OWENS-CORNING"AT ALL ROOF EAVES,& NEW BEAM,SEE JOISTS WITH R-38 FIBERGLASS BATT ' VALLEYS EXTENDING IN FROM EAVES EDGE a I Melville, NY 11747 1"x6"ALUM.CLAD FASCIA SEAL GAP BETWEEN FRAME AND Albany, NY 12205 BOARDS,TYP. PLAN FOR SIZE INSULATION WEATHERSTRIPPING I TO A POINT 24 FROM THE INSIDE FACE OF 538 Broad Hollow Road ROUGH OPENING WITH CAULK, New York, NY 10001 � BACKER,ROD OR FOAM THE EXTERIOR WALL w b � 4th Floor East VINYL SOFFIT WITH PULL DOWN STAIR I Lu Melville NY 11747 White Plains, NY 10604 I P:(631)756-8000 SCREENED VENTING INew City, NY 10956 VINYL SIDING ONY"POLYSTYRENE I STAIR PANEL Cn F:(631)694-4122 Parsippany, NJ 07054 RIGID INSULATION SECURED TOY" BEDROOM HALL PULL-DOWN ATTIC, STAIRS DETAIL I Howell, NJ 07731 EXTERIOR GRADE PLYWOOD FINISH FLOOMN 3/4"PLYWOOD NOT TO SCALE SHEATHING SECURED TO 2"x4" 00 SUBFL QOR`SI=CUREkT0 FLOOR WOOD STUDS @ 16"O.C.WITHy" I I U CONSULTANTS: �dOft,3ffPLAN�Of 0E-,_ o GYP.BD.FINISH&IR-13 � � FIBERGLASS BATT INSULATION I R-30 FIB ERGLA PACK OUT STEEL BEAM,SECURE ATT � � INSULATION IN JOISTS USING METAL JOIST HANGARS ABOVE OUTSID i DOUBLE TOP EXISTING FIRST FLOOR TO REMAIN, PLATE — EXISTING JOISTS — — — — _ _ _ PORTION OF EXISTING 2ND FLO)OR/ROOF TO NOTE: El EXISTING WALL STRUCTURE TO TO REMAIN 41-9" NEW BEAM Lu REMAIN. ALL EXISTING AREAS THAT ARE TO BOTTOM OF ALL DOOR I REMAIN,REPLACE EXT.SIDING TO NEW FLOOR J I PLAN FO REMAIN SHALL RECEIVE NEW AND WINDOW HEADERS MATCH NEW. INSTALL R-13 SEE PLAN FOR I SIDING/ROOFING. ALL OPENINGS CREATED TO LINEUP EXTEND EXISTING � � CHIMNEY TO BE 3'-0" INSULATION IN EXPOSED WALL - EXIST.LIVING ROOM I AS A RESULT OF RELOCATING EX. ( HIGHER THAN ROOF AT I MARK DATE DESCRIPTION CAVITIES W11/2"GYP.BD.FINISH WINDOWSIDOORS SHALL BE PATCHED, 20 N INSULATED AND REPAIRED AS(REQUIRED TO RIDGE LINE PER NYS CODE NEW DECK TO BEF_ L— — — MATCH SURROUNDING CONSTRUCTION. ( I CONSTRUCTED EXIS INC,WALL EXISTING WALL — — HEADER SEE PLAN FOR SIZE SEE PLAN FOR SIZ FF STRUCTURE TO STRUCTURE TO f#"UV66t0 POSTON REMAIN REMAIN N MASONRY BASE WITH WALL STUDS COLUMN ENCLOSURE AS @16"O.C. I y OWNER D EXISTING JOISTS HEADER FRAM I NG �'' —— I 2"X 10"WOOD LEDGER TO REMAIN o z 8"CONC. I NOT TO SCALE k 4"X 4"WOOD SECURED TO FOUNDATION I r, FOUNDATION WALL POST ON V-0" WITH Y2"DIA.X 4"LONG N EXIST.BASEMENT I — — — — — — — — — — — — — — — z DIA.X T-0"DEEP STEEL LAG BOLTS —J I I w CONC.PIER,TYP. @ 24"O.C.,SECURE I w I 8MAY17 REVISED & RE- ISSUED CD JOIST WITH METAL BLUESTONE PAVERS&TREADS ON 4" I — — — _I -� SLOPE 10MAR17 REVISED & RE- ISSUED JOIST HANGERS(TYP.) CONCRETE SLAB ON 95% I �� N I 23AUG16 REVISED & RE- ISSUED COMPACTED EARTH WITH STONE—— 0 0 VENEER RISERS&SIDE WALL FINISH ————— ——— I \ 13MAY16 ISSUED Z 22APR16 ISSUED - -- ---- - - - ------------J I \ O #: EXISTING FOUNDATION — i I \ \ v TO REMAIN PROJECT SEAL MARN-1602 \ DATE: Cross Section 'A' II I FEBRUARY 2016 _ RE SCALE:1/4"=V-0" I INSTALL 20 GA.ALUMINUM FLASHING AT ALL NEW VALLEYS, \ \ I DESIGNED BY: 12"MIN.EACH WAY,TYP. \ MJB `l II I I t DRAWN BY: ' Cn fl II \ I RE�JCC CHECKED BY: REVIEWED BY: !�4% �2s058 ^ EPS MJB ^ / I 'ALTERATION OF THISDOCUMENT EXCEPT CLIENT BV A LICENSED PROFESSI NAL IS ILLEGA' I / I / 30 YR ASPHALT ROOF SHINGLES ON 30 Ib M. M A RI N RESTORATION I F- SIMPSON STRONG TIE I I z ROOFING FELT ON EXTERIOR GRADE I INCE MODEL LSTA9 @ 16"O.C. METAL CAP FLASHING '�' PLYWOOD DECKING SECURED TO ROOF (8)10d COMMON NAILS @ PIPE MIN.2" I / o RAFTERS,SEE PLAN FOR SIZE USE A MINIMUM OF INSIDE PIPE&SOLDER TWO 8d NAILS THIS PER MANUFACTURERS SPEC. LAPSEAM @ EXTERIOR I / Cn C SIDE OF RR. o :0, . METAL BASE - z TOTAL FOUR • • ROOF FLASHING SLEEVE INTO RR. •••8d NAILS • • RAFTER SEALENT @ ROOF& = i LINE OF EXTERIOR / o LINE OF EXTERIOR REPAIR FIRE DAMAGE PIPE PENETRATION uo II WALL BELOW / WALL BELOW I WITH ADDITIONS & BUILT-UP ROOFING ALTERATIONS TO TWO .. ' • 3/4"PLYWOOD F.R.T. 8d NAILS • . TIE#H7@16"O.C. • • EXISTING HOUSE INTO '' WOOD NAILER L- PLATES •a — — — — — — — — — — — — — — — — — — - LOCATED AT: WOOD JOISTS EIGHT (SEE PLAN FOR SIZE) Roof Plan 8d NAILS 435 WILLOW POND LANE INTO RIDGE WOOD BRIDGING SCALE:1/4"=V-0" SOUTHOLD NY, NY 11971 m STUD ROOFM N RAFTER PIPE PENETRATION RAFTER TIE DETAIL T�tRU ROOD DETAIL06 TIE#CS16 @ 16"O.C. cu o NOT TO SCALE RAFTER TO RIDGE TO RAFTER STRAPPING NOT TO SCALA CS16(1 N STRONG TIE MODEL S16(14)10d COMMON NAILS • o PER MANUFACTURERS SPEC. 8 NAILS MIN. cc NOT TO SCALE TOP Y8"THREADED STEEL ROD , 1 PLATES CONTRACT o 06 o mi CONTINUOUS RIDGE VENT 2"X4"STUDS 300#ASPHALT SHINGLES 2"X4"STUDS @16"O.C. 16 O.C. WINDOW � #15 BULIDING FELT GYPSUM BOARD @16" 3 1 HDR SIMPSON PHD5-SDS3 I co J 1/2"PLYWOOD SHEATHING EACH FACE 274"FILLER 2"X4"BASE BLOCKS STATUS RIDGE(SEE PLAN FOR SIZE) 2"X4"STUDS PLATE • 8 IN. @16 O.C. NAILS M DO NOT RESTRICT 0 AIR FLOW2"X4"BASE (2)HDR SUPPORT ' 2"X4"FILLER PLATE JACK STUDS PROVIDE HOLD DOWNS AT ROOF RAFTERS 2"X4"BASE BLOCKS ALL CORNERS AND BOTH SHEET TITLE (SEE PLAN FOR SIZE) PLATE E ASSEMBLY(TYP.) INSIDE CORNER R-19 BATT INSULATION INTERIOR WALSIDES OF OPENINGS 6' N OUTSIDE CORNER BUILT-UP CORNER POST Simpson Strong-Tie OR GREATER IN WIDTH Floor-to-Floor Connections Mn 112"GYPSUM BOARD Floor Plans EWALL CONSTRUCTION DETAILS HDR TO STUD STRAPPING RIDGE VENT DETAIL FLOOR TIE DETAIL 0 NOT TO SCALE0 NOT To SCALE NOT TO SCALE NOT TO SCALE SHEET# � Aall ■ 32 °. V f "Y y P architects EXISTING CHIMNEY TO BE NEW 30 YR ASPHALT ROOF EXTENDED AS PER NYSBC SHINGLES,STYLE&COLOR AS SELECTED BY OWNER M. •"{- RIDGE LINE - - -- - - - engineers — - — _ Melville, NY 11747 538 Broad Hollow Road Albany, NY 12205 4th Floor East New York, NY 10001 Melville, NY 11747 White Plains, NY 10604 — — — P:(631)756-8000 New City, NY 10956 // I F:(631)694-4122 I I I 4"END TRIM,TYP. Parsippany, NJ 07054 Howell, NJ 07731 I II II II CONSULTANTS: TW3046 TW3046 EXISTING ROOF TO TW3046TW3046 TW30,F -- 46 N i BE REMOVED,TYP. :�gL' SECOND / FLOOR - -_ - - NEW VINYL SIDING,STYLE — — rl 77 architects RIDGE LINE - — -- 6"ALUMINUM CLAD DECORATIVE GABLE VENT \, `� engineers __NEW 30 YR ASPHALT ROOF -FASCIA,TYPICAL 7" SHINGLES,STYLE&COLOR AS . — —SELECTED BYOWNER — EXISTING ROOF TO Melville, NY 11747 BE REMOVED,TYP. 538 Broad Hollow Road Albany, NY 12205 4th Floor East New York, NY 10001 ------------- --------------- — — — — — — — — — — — — — — — — Melville, NY 11747 White Plains, NY 10604 — — — — — — — — — P:(631)756-8000 — — — New City, NY 10956 /2 1� I F:(631)694-4122 Parsippany, NJ 07054 Tl I Howell, NJ 07731 o I I co IH ii I CONSULTANTS: I Jt— I I S — — NEW VIN #B1NE, — — — TW3046 v W 04 I T6 AND COLOR BY OWNER "N SECOND I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FLOOR I _ - - - - - - f= = -1 lFFi E I I I MARK DATE DESCRIPTION 00 TW2431 TW24310 I I - - ® ® NEW WOOD DECK I I FIRST FLOOR GRADE EXIST.BILCO DOORE LJ I I 8MAY17 REVISED & RE- ISSUED I" EXISTING CONC. E —_—_—_—_1 I I 10MAR17 REVISED & RE- ISSUED I I � ( I � FOOTING I k-----4 ____—__---I II 23AUG16 REVISED & RE- ISSUED rJ-- ---- -- — _ ._t--_ -�J_————————— —————————— L 13MAY16 ISSUED L 22APR16 ISSUED P South Elevation PROJECT#: SEAL SCALE:1(4"=1'-0" MARN-1602 DATE: FEBRUARY 2016 L ' C, ELEVATION NOTES: DESIGNED BY: EGRESS WINDOW OPENINGS: NOTE: MJB ALL NEW WINDOWS TO BE BY'CAPITOL'OR APPROVED EQUAL,VINYL CLAD,LOW E 5.7 SQ.FT.MINIMUM EXISTING FIRST FLOOR TO REMAIN,PORTION OF EXISTING 2ND FLOOR/ROOF GLAZING,MODEL NUMBERS AS INDICATED ON ELEVATIONS.PROVIDE SCREENS& 5 SQ.FT.@ GRADE FLOOR TO REMAIN. ALL EXISTING AREAS THAT ARE TO REMAIN SHALL RECEIVE c DRAWN BY: EXTENSION JAMBS,AS REQUIRED.CONTRACTOR TO SUPPLY&INSTALL ALL MIN. CLEAR HEIGHT 24" NEW SIDING/ROOFING. ALL OPENINGS CREATED AS A RESULT OF NECESSARY HARDWARE FOR PROPER INSTALLATION&OPERATION. MIN. CLEAR WIDTH 20" RELOCATING EX.WINDOWS/DOORS SHALL BE PATCHED,INSULATED AND REHJCC 7 NOT MORE THAN 44"A.F.F. REPAIRED AS REQUIRED TO MATCH SURROUNDING CONSTRUCTION, CHECKED BYLREVIEWEDBY, 02S058 ALL NEW WINDOWS LOCATED LESS THAN 18"A.F.F.SHALL HAVE FULLY TEMPERED EPsJB GLASS&SHALL COMPLY WITH SECTION 2406 OF THE NEW YORK STATE BUILDING PROVIDE ICE&WATER SHIELD BY"OWENS-CORNING"AT ALL NEW WINDOWS SHALL COMPLY WITH SECTION R310 AND R303 OF THE CODE. ALL ROOF EAVES,EXTENDING IN FRORN EAVES EDGE TO NEW YORK STATE RESIDENTIAL BUILDING CODE. ALTERATIONOFTNIS OOCUMENTF%CEPT 9YALIOENSEO EXTERIOR WALL A POINT 24"FROM THE INSIDE FACE OF THE EXTERIOR PROF SSIONAL IS ILLS AL' WALL CLIENT M. MARIN RESTORATION INC. NEW 30 YR ASPHALT ROOF SHINGLES,STYLE&COLOR AS 4 SELECTED BY OWNER RIDGE LINE REPAIR FIRE DAMAGE MIN IA WITH ADDITIONS & C.0ALTERATIONS TO EXISTING HOUSE LOCATED AT: - - - 435 WILLOW POND LANE ? � Cu SOUTHOLD NY, NY 11971 N 0 N j EXISTING��OOFF TO�- O 06 BE REMOVED;TYP TW3046 3046 TW3046 TW3046 I °° 0 I N i I o SECOND FLOOR CL cu NEW VINYL SIDING,STYLE _AND COLOR BY OWNER CONTRACT o II II CD CD T (o W210210 0 LLL — 0 46 TW3046 — — — — —W-7 J NEW WOOD DECK 0 FIRST 0 FLOOR STATUS C GRADE a — — U N I I I I I I I II I Z I I I SHEET TITLE LJ LJ LJ LJ LJ� r N r—I EXISTING CONC. IIT_J rJ_J J ELEVATIONS FOOTING BELOW GRADE aE ---- -------------------— - --------------- --- -- - _ 0 L---- -- ------------------ --------------------- --------L---1 a East Elevation SHEET# SCALE:114"=1'•0" A N N N N 0 'A UPLIFT STRAP CONNECTION REGUIR -TENTS architects TABLE 5.1 NAILING SCHEDULE A5 PER AN51/AF4PA WFGM-1995 (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATIOW (TABLE 5.5B) TABLE I: MINIMUM INSULATION THIGKNE55 FOR CIRCULATING HOT WATER PIPES FASTEST MILE WINDSIPEED (MPH) INSULATION THI0KNE55 IN INCHES BY PIPE 51ZES y NUMBER OF NAIL 5PAGIN6 JOINT DE50RIPTION FRAMING FRAMING COMMON NAILS 4O MPH HEATED WATER NON-GIRC,ULATIN6 RUNOUTS GIRGULATIN6 MAINS AND RUNOUTS 5PAGIN6 ROOF SPAN (FT) 5PAGIN6 ROOF SPAN (FTJ ROOF FRAMING (IN) NAILS IN EA. END OF (IN) NAILS IN EA. END OF TEMPERATURE 09 UP TO I„ UP TO 1.251, 1.51, TO 2.01, OVER 21, engineers RAFTER TO TOP PLATE (TOE-NAILED): IY4"x20 GAGE 5TRAP 1114'x20 GAGE STRAP 1'70-180 0.5 1.0 1.5 2.0 12" O.G. 5PAGIN6 (5) 8d PER RAFTER 12'-0" (2) 8d 12'-0" (2) 8d 140-160 OS 0.5 1.0 1.5-oil 161 ` Ib" O.G. 5PAGIN6 (5) 8d PER RAFTER 201,-0" (2) 8d 20-0° (5) 8a 100-150 0.5 0.5 0.5 1.0 '.. GEILIN6 JOIST TO TOP PLATE (T OE-NAILED): 12" O.G. 5PAGIN6 (5) 8d PER JOIST 12 241-0" (2) 8d 142 24'-0" (4) 8d 116" O.G. 5PAGIN6 (5) 8d PER J015T 28'-0" (5) 8d 28'-011 (4) 8d TABLE 2: MINIMUM INSULATION THIGKNE55 FOR HVAC, PIPES GEILIN6 JOIST TO PARALLEL RAFTER (FACE NAILED): /� ROOF SPAN 521-011 QL /� 521-011 (5) 8d 52'-01' (4) 8d Melville, NY 11747 121-011 201-011 261-0" 361-V" 561-011 (✓) 8d 56'-0" (5) $d 538 Broad Hollow Road Albany, NY 12205 12" O.G. 5PAGIN6 5:12 PITCH (4) 16d (b) l6d (b) l6d (II) Ibd EACH LAP 12'-0" (2) 8d 112'-0° (5) 8d PIPING SYSTEM FLUID TEMP. INSULATIONTHIGKNE55 IN INCHES BY PIPE SIZE 4th Floor East New York, NY 10001 116" O.G. 5PAGIN6 5:12 PITCH (5) l6d (b) Ibd (II) 161d 04) 16d EACH LAP I6'-0" (2) 8d 116'-011 (5) 8d TYPES RANGE (F) 2I� RUNOUTS I� AND LESS 1.25 TO 2 2.5 TO 4"I 12" O.G. 5PAGIN6 4:12 PITCH (�5) Ibd 0016d (6) 16d (b) l6d EACH LAP 2 -0" 1 0' (5) 8d 20'-0" (4) 8d HEATING SYSTEMS Melville, NY 11747 White Plains, NY 10604 116" O.G. 5PAGIN6 4=12 PITCH (4) Ibd (b) Ibd (b) Ibd AI) ,bd EACH LAP 16 24'-0" (5) 8d 24 241-0" (4) 8d LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 P:(631)756-8000 New City, NY 10995656 281-011 (5) 8d 261-0" (5) 8d LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 F:(631)694-4122 Parsippany, NJ 07054 12" O.G. 5PAGIN6 5:112 PITCH (5) 16d (4) 16d P5) I6d (`i) Ibd EACH LAP 52'-0" (4) 8d 52'-0" (5) 8d STEAM CONDENSATE (FOR FEED 14ATM ANY 1.0 1.0 1.5 2.0 Howell, NJ 07731 16" O.G. 5PAGIN6 5:12 PITCH 0) Ibd ('5) 16d (T) l6d (9) l6d EACH LAP 561-0" (4) 8d 56'-0" 1 (6) 8d COOLING SYSTEMS 12" O.G. 5PAGIN6 '1:12 PITCH (5) 16d 0) 16d (4) 16d (5) I6d EACH LAP CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 CONSULTANTS: 116" O.G. 5PAGIN6'i:12 PITCH f5) Ibd (4) 16d (5) Ibd (6) Ibd EACH LAPI NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b INCHES ON-CENTER AT THE PANEL EDGE. OF WALL SHEATHING 15 NAILED 3" ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS AND BRINE 120-200 0.5 1.0 1.0 1.5 12" O.G. 5PAGIN6 4:12 PITCH 0) l6d 0) Ibd (5) 16d (4) 16d EACH LAP FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO Ib" O.G. 5PAGIN6 4:12 PITCH 0) l6d 0) Ibd (4) l6d (5) l6d EACH LAP MAINTAIN THE LOAD PATH. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBER5t1 AS PER 12" O.G. 5PAGIN6 12:12 PITCH (5) 16d 0) I6d (5) l6d 0) I6d EACH LAP 2 WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE TABLE 85011.6 OF THE RESIDENTIAL GORE OF NEW YORK TABLE R301.6 116" O.G. 5PAGIN6 12:12 PITCH C3) Ibd 0) I6d 0) It'd (4) l6d EACH LAP PERMITTED TO BE REDUCED TO (1) l6d NAIL PER FOOT. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS GEILIN6 JOIST LAPS OVER PARTITIONS (FACE NAILED): ROOF SPAN RAFTER TO TOP PLATE / CEILINQ JOIST TO TOP PLATE JOINT NOTES (TA5LE 55A AN5IZAF4PA - DEFLECTION STRUCTURAL MEMBER ALLOWABLE 12'-0" 20'-0" 2,151-011 36'-0" = ALLOWABLE 12" O.G. 5PAGIN6 5:12 PITCH (4) 16d (6) l6d (b) I6d (11) l6d EACH LAP -IOd BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR 8d COMMON NAILS STRUCTURAL MEMBER RAFTERS HAVING SLOPES GREATER THAN 5/12 L/180 DEFLECTION 116" O.G. 5PAGIN6 5:12 PITCH (5) I6d (b) I6d (11) I64 (14) [6d EACH LAP -WHEN GEILIN6 JOIST ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND WITH NO FINISHED GEILIN6 ATTACHED TO Rafters having slopes greater than 3:12 with no finished ceiling AND GEILIN6 JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED RAFTERS attached to rafters U160 12" O.G. 5PAGIN6 4:12 PITCH 0) Ibd (5) Ibd (6) 16d (6) 16d EACH LAP INTERIOR WALLS AND PARTITIONS H/180 -TO AVOID SPLITTING, NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH SIDE OF THE RAFTER OR GEILIN6 Floors wallsandpdceilin HI160 116" O.G. 5PAGIN6 4:12 PITCH (4) Ibd (6) Ibd (b) Ibd (II) l6d EACH LAP MARK DATE DESCRIPTION JOIST WHEN FASTENED TO 2x4 TOP PLATE OR 5 TOENAILS IN EACH SIDE WHEN FASTENED TOA 2x6 TOP PLALTE FLOORS AND PLASTERED CEILINGS L/560 p g 0360 12" O.G. 5PAGIN6 5:12 PITCH (5) I6d (4) Ibd (5) I6d 0) I6d EACH LAP Floors and plastered ceilings ALL OTHER STRUCTURAL MEMBERS L/240 116" O.G. 5PAGIN6 5:12 PITCH 0) I6d (5) Ibd (7) 16d (9) I6d EACH LAP CEILING JOIST TO PARALLEL RAFTER / GEILIN6 JOIST LAPS OVER PARTITIONS JOINT NOTES EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/560 All other structural members U240 12" O.G. 5PAGIN6 7:12 PITCH 0) l6d 0) l6d (4) 16d (5) I6d EACH LAP (TABLE 5.1 AN51/6F4PA WFGM-114451: a Exterior walls with plaster or stucco finish H/360 116" O.G. 5PAGIN6 1:12 PITCH 0) I6d (4) 16d (5) Ibd (6) 16d EACH LAP -NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE CLINCHED EXTERIOR WALLS - WIND LOADS WITH BRITTLE L/240 FINISHES Exterior walls-wind loads with brittle finishes U240 12" O.G. 5PAGIN6 4:12 PITCH 0) I6d 0) I6d (5) Ibd (4) I6d EACH LAP -HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A LOADBEARIN6 WALL, HEADER EXTERIOR WALLS - WIND LOADS CI WITH FLEXIBLE L/120 Exterior walls-winds loads with flexible finishes U120 Ib" O.G. 5PAGIN6 4:12 PITCH 0) 16d 0) Ibd (4) 16d (5) I6d EACH LAP OR RIDGE BEAM FINISHES 12" O.G. 5PAGIN6 12:12 PITCH 0) I6d (5) I6d (5) I6d 0) I6d EACH LAP -WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLIN5 TO A LOAD BEARING NOTE: L=SPAN LENGTH, H=SPAN HEIGHT 116" O.G. 5PAGIN6 12:12 PITCH 0) I6d I (5) 16d ('s) I6d I (4) 16d EACH LAP WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0"1 TABLE R301.4 RIDGE STRAPPING (TABLE 5.4) SPAN PROPORTIONALLY TO THE REDUCTION IN SPAN TIMES THE COMPONENT AND CLADDING LOADS FOR THE MINIMUM UNIFORMLY DISTRBUTED LIVE LOADS 12'-011 (2) 8d PURPOSES OF THE DETERMINING DEFLECTION LIMITS HEREIN fin pounds per square foot/ I6'-011 (5) 8d -EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR GEILIN6 JOIST TO GEILIN6 JOIST LAP SPLICES 20'-011 (4) ad -TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME GEILIN6 J01575 OR RAFTER TIES ARE LOCATED AT THE 8MAY17 REVISED & RE- ISSUED BOTTOM OF THE ATTIC SPACE. WHEN GEILIN6 JOIST OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC, SPACE DESIGN LOADS AND SPECIFICATIONS Exterior balconies 60 10MAR17 REVISED & RE- ISSUED 28'-011 (5) 8d , THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: 521-011 (5) 8d Decks ao 23AUG16 REVISED & RE- ISSUED 56'-011 (6) 8d GEILIN6 HEIGHT/ HEEL JOINT GONNEGTION GEILIN6 HEI6HT/ HEEL.JOINT CONNECTION GROUND SNOW LOAD 45 PSF OOF RIDGE HEIGHT AD.UST'MENT FACTORS ROOF RIDGE HEIGHT ADJUSTI�t W FACTORS GEILIN6 LIVE LOAD 20 PSF Passenger vehicle garages 50 13MAY16 ISSUED 12'-O" R(2) 8d 5/6 6.00 I/5 1.50 161-011 (2) 8d 4/5 5.00 1/4 1.55 SECOND FLOOR LIVE LOAD 50 PSF Attics without storage 10 22AP R 16 ISSUED 20'-011 (5) 8d 5/4 4'00 11/5 Im FIRST FLOOR LIVE LOAD 40 PSF Attics with storage 20 2/5 '.5.00 1/6 1.20 PROJECT#: SEAL 4:12 PITCH 24'-0" (5) 8d EACH END OF STRAP 1/2 2.00 1/10 1 1.11 WIND SPEED 120 MPH Attics accessed by a fixed stairway(sec.R502.3.1) 30 281-011 (4) 8d 11/5 SEISMIC DESIGN CATEGORY G MARN-1602 52'-0" (4) 8d WEATHER INDEX SEVERE Rooms other than sleeping rooms 40 56'-0" (5) 8d COLLAR TIE TO RAFTER NOTES (TABLE 5.4 AN51/AF4PA WFGM-1445: Sleeping rooms 30 DATE: 12'-0" (2) 8d FEBRUARY 2016 'S' -TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 2/5 OF THE ROOF A95EMBLY DEAD LOAD FR05T LINE DEPTH 5 FEET EL C Ib'-O" (2) 8d (2/5 x Iopsf) TERMITE MODERATE TO HEAVY Stairs 40 q- �G Q 2 20'-0" (2) 8d -WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO I AND THE FRAMING DECAY SLIGHT TO MODERATE Guardrails and handrails 200 DESIGNED BY: - �� m 5:12 PITCH 24'-0" (5) 8d EACH END OF STRAP 15 ATTACHED IN ACCORDANCE WITH TABLE 5.1, THE RIDGE STRAP AND ADDITIONAL NAILING 15 NOT REQUIRED WINTER DF-516N TEMPERATURE 15MJB : Cn :% (n 0 281-011 (5) $d ICE SHIELD UNDERLAYMENT REQUIRED YES NOTE: i -4 "� � -4 52'-0" (4) 8d -WHEN A COLOR TIE 15 USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF 110d COMMON NAILS REQUIRED IN EAGHi PROJECT COMPLIES WITH 2007 RESIDENTIAL CODE OF NEW YORK STATE DRAWN BY: 7 X END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8d NAILS IN A STEEL STRAP 36'-O" (4) 8d REHJCC � 0?$0 12'-0" (2) 8d -TABULATED CONNECTION REQUIREMENTS ARE BASED ON 12" RIDGE STRAP 5PAGIN6, FOR DIFFERENT RIDGE STRAP WARM ROOF SNOW LOADS: 7 116'-O" (2) 8d 5PAGIN6 MULTIPLY THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW: IF THE NUMBER OF NAILS IN AS PER TABLE ASCE -T-48 SECT. '7.4 AND TABLE ROTECZ CHECKED BY: REVIEWED BY: FIGURE '7-2 WMD-BORNE DEBRIS PROTECTION FASTENiNG EPS MJB 201-0" (2) 8d EACH END OF THE RIDGE STRAP EXCEEDS 8, SPECIAL CONNECTION HARDWARE 15 REQUIRED 80NEDULE FOR WOOD STRLIGRdJRAL PANELS EACH END OF STRAP SLOPE GS 65L LIVE LOAD ° 6:12 PITCH 24'-O" (5) 8d RIDGE CONNECTION 5PAGIN6 1N 12 16 14.2 24 48 -12 5:12 0.85 X 45 P5F 40 PSF USE FASTENER�� ALTERATION OPTHIS RO ES.S'ONAL NS LLCGAL'BV ALICENSED 2$'-0" (5) 8d I WLTIPLIiRR 11.00 1 1.3°3 I b0 2.00 4.00 b.00 52'-0" (5) 8d 4:12 0.8 X 45 PSF 36 PSF FASTENER Panel an � 81' <pe�nel span pa sl span CLIENT 36'-O" (4) 8d -TABULATED L.ENOTH REQUIREMENTS ASSUME A MEAN ROOF HEI6HT OF 55 FEET. FOR MEAN ROOF HE16HT5 OF 15 FEET 5:12 0.'74 X 45 P5F 54 PSF TYPE 4 foot <-6 foot 5 S foot M 12'-O" (1) 8d OR LESS, THE TABULATED VALUES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.80 6:12 0.67 X 45 PSF M 50 P5F 21"% 116" 120. ell M. MARI N RESTORATION 116'-011 (2) 8d 1:12 0.6 X 45 PSF 2"1 PSF Wood s`neWs 20'-011 (2) 8d TABLE 5.8 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS 21"'8 16" 16" 12" INCIII '1=12-12:12 PITCH 24'-0" (2) 8d EACH END O� STRAP A PERAN51/AF#PA WFGM-I445 8:12 0.56 X 45 PSF 25 PSF Mood sc�'� I 281-011 (3) 8d STRUCTURAL 5HEATHIN6 MAXIMUM a:12 0.51 X 45 P51`925 PSF 52'-011 (5) 8d RAFTER/TRUSS NAIL 5PAGIN6 FOR 8d COMMON 10:12 0.48 X 45 PSF 22 PSF 56'-0" (5) 8d G L SHEATHINOCATION 5PAGIN6 NAILS (INCHES, O.C) 11:12 0.44 X 45 P51`920 105FWIND-BORNE EMS REGION (INCHES, 0.0) 110 MPH ZONE 120 MPH ZONE M areas determined by the local munueipeltty to be within BLOGKIN6 TO RAFTER (TOE-NAILED) (2) ad EACH END 12:12 0.38 X 45 PSF 18 PSF the "Wind-Dorn Debris Region all glass shell be RIM BOARD TO RAFTER (END NAILED) (2) l6d EACH END E F E F protected with plywood panels as per Rsm1.2.1s,Exception 4' PERIMETER EDGE ZONE 12" O.C. 6 12 6 6 Exception= Wood structural panels with a minimum thid:ness of WALL FRAMING 16" O.G. 6 6 6 6 ,� j"(ILI mm)and a maxtmum span of 8 feet12438 mm)shell be MINIMUM DES16N DEAD LOADS AS PER perm itted in opening protection in one- and two-s REPAIR FIRE DAMAGE TOP PLATE TO TOP PLATE (FACE NAILED) (2) l6d, PER FOOT 12" O.G. 6 12 6 12 TABLE C,5-1 ASCE ?-48 buildings.Panels shall be precut to cover the glazed INTERIOR LOCATION „ openings with attaciment hardware provided. TOP PLATE AT INTERSECTIONS (PAGE NAILED) (4) I6d JOINTS - EACH SIDE 116 O.G. 6 12 6 12 LOAD Attachments shall be provided in accordance with Table WITH ADDITIONS & STUD TO STUD (FACE NAILED) (2) l6d 24" O.G. 6ABLE ENDWALL RAKE AND RAKE TRUSS 4 4 44 4` COMPONENT R3102.12 or shall be designed to resist the components and HEADER TO HEADER (PAGE NAILED) l6d 116" O.G. ALONG ED6E5 (psP) cladding loads determined In accordance with the ALTERATIONS TO TOP OR BOTTOM PLATE TO STUD (END NAILED): provisions of the Building code of New York State. (2) l6d PER 2x4 STUD RAFTER/1RU55 SHEATHING LOCATED AT: SIZE 5PAGIN6 MINIMUM NUMBER OF ad COMMON GYPSUM BOARD C E I L I N 6 5 EXISTING HOUSE OARD (11/2-InJ "1.0 (5) l6d PER 2x6 STUD (INCHES, O.0) NAILS PER SUPPORT 6YPSUM BOARD (5/8-InJ 4.0 (4) l6d PER 2x8 STUD BUILDING CODE CRITERIA BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, u Ixb OR Ix8 SHEATHING 12-14.2 2 2 SUSPENDED STEEL CHANNEL SYSTEM 2.0 435 WILLOW POND LANE ° (2) 16d, PER FOOT COVERINGS, ROOF, AND WALL N ENDJOIST, OR BLOGKIN6 (FACE NAILED) The followingare excerpts of the Residential Code of the State of New York. IxIO OR LARGER p TABLER301.2(1) SOUTHOLD NY, NY 11971 m FLOOR FRAMING SHEATNIN6 12-14.2 3 3 ASPHALT 5HINCPLE5 2.0 E CO JOIST TO SILL, TOP PLATE OR ORDER (TOE NAILED) (4) 8d PER JOIST E = NAIL 5PAGIN6 AT PANEL ED6E5 (INCHES) GYPSUM SHEATHING, 1/2-In. 2.0 CLIMATE AND GEOGRAPHIC DESIGN CRITERIA o BRIDGING TO JOIST (TOE NAILED) (2) 8d EACH END F = NAIL 5PAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) PLYWOOD (par 11/2-InJ Ib BLOCKING TO JOIST (TOE NAILED) (2) 8d EACH END I FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOFINGLUDIN6 4 FEET ON EACH SIDE OF RI61D INSULATION 1/2-In. 0"15 N BLOCKING TO SILL OR TO TOP PLATE (TOE NAILED) (5) l6d EACH BLOCK WIND SUBJECT TO DAMAGE FROM00 THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REGUIREMENT5 SHALL BE USED SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.1 GROUND SEISMIC Winter Ice shieldCD LEDGER STRIP TO BEAM (FACE NAILED) (5) I6d EACH JOI5T SNOW DESIGN Frost line Design underlayment Flood J015T ON LEDGER TO BEAM (TOE NAILED) (5) 8d PER J0I5T2 TABULATED 12 INCH. O.G. NAIL 5PAGIN6 ASSUMES 5HEATHIN6 ATTACHEDTO RAFTERITRUSS FRAMING MEMBERS BITUMINOUS, SMOOTH SURFACE 1.5 LOAD SPEED/MPH/ CATEGORY Weathering depth Termite Decay Temp. required hazards o BAND JOIST TO JOIST (END NAILED) (5) l6d PER JOIST WITH 6 > 0.44. FOR FRAMING MEMBERS WITH 6 < 0.44 6 < 0.44, THE NAIL 5PAGIN6 SHALL BE REDUCED BY 6 INCH. O.G. WATERPROOFING MEMBRANE BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2) I6d PER FOOT FLOORS AND FLOOR FINISHES N 15 H E 5 45 120 Suffolk: Severe 3'-0^ o erateto slight to Suffolk:l3 Yes asper a ROOF SHEATFfIN6 3 TABULATED b INCH. O.G. NAIL 5PAGIN6 ASSUMES SHEATHING ATTAGHEDTO RAFTER/TRUSS FRAMING MEMBERS WITH Exposure HeavyModerate .M E 6 > 0.44. FOR FRAMING MEMBERS WITH 6 < 0.49 6 < 0.44, THE NAIL 5PAGIN6 SHALL BE REDUCED BY 4 INCH. O.G. CERAMIC OR QUARRY TILE (5/4-InJ STRUCTURAL PANELS 8d *SEE TABLE 5,50 ON 1/2-Tn.n. MORTAR BED 16.0 DIAGONAL BOARD SHEATHING STRUCTURAL TABULATED 4 INCH. O.G. NAIL 5PAGIN6 ASSUMES SHEATHING ATTACHEDTO RAFTE 'RUSS FRAMING MEMBERS WITH R301.2.1.1 Design Criteria:Area located where wind speeds equal or exceeds 120 miles per hour.Design criteria based on American Forest and Paper 6 > 0.44. FOR FRAMING MEMBERS WITH 6 < 0.44 6 < 0.44, THE NAIL 5PAGIN6 SHALL BE REDUCED BY 5 INCH.O.G. HARDWOOD FLOORING, "1/7-In. 4.0 Association AF&PA Wood Frame Construction Manual for One-and Two-Family Dwellin FCM CONTRACT N I"x6" OR 111x811 (2) 8d PER SUPPORT ( ) y g� ) I"xl0" OR WIDER (5) 8d PER SUPPORT TABLE 5A WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS LINOLEUM OR ASPHALT TILE, I/4-In. I.O CD GEILIN6 SHEATHING A5 PER ANSI/AFdPA 1,61FGM-11445 SUBFLOORIN6, 5/4-In. 5.0 6YP5UM WALL BAORD 5d COOLERS r EDGE / 10" FIELD STRUCTURAL 5HEATHIN6 OR PANEL 51DINd FLOORS, WOOD JOIST (no plaster) 12-In. Ib-In. MAXIMUM NAIL 5PAGIN6 FOR 8d COMMON JOIST SIZES (In) O.G. O.G. � WALL SHEATHING I STUD 5PAGIN6 NAILS (INCHES, O.G) CO STRUCTURAL PANELS 8d "SEE TABLE 5.4* SHEATHING LOCATION (INCHES, O.GJ TIO MPH ZONE 20 MPH Z"o 2xb 6 5 FIBERBOARD PANELS E F E 2x8 6 6 o 1/116" 6d 5" EDGE / 6" FIELD 25/52" 8d 5" /EDGE 6" FIELD 4' EDGE ZONE 12" O.G. 6 12 6 12 2x10 7 6 GYPSUM WALL BAORD 5d COOLERS 'T" EDGE / 10" FIELD 116" O.G. 6 12 6 I 2x112 $ STATUS -1 1211 O.G. 6 12 6 12 HARDBOARD 8d *SEE TABLE 5A's IFINTERIOR ZONE FRAME PARTITIONS 116 O.G. 6 12 6 12 0 PARTICLEBOARD PANELS ad *SEE TABLE 5.4* WOOD OR STEEL STUDS, 1/2-1n. GYP. BOTH 51DE5 8.0 DIAGONAL BOARD SHEATHING 111 OR 111x81' (2) 8d PER SUPPORT SHEATHING SIZE STUD 5PAGIN6 MINIMUM NUMBER OF ad COMMON FRAME WALL 5 SHEET TITLE < I"xl0" OR WIDER (5) 8d PER SUPPORT (INCHES, O.G) NAILS PER SUPPORT EXTERIOR STUD WALL5: N FLOOR SHEATHING 2x4 OR Ix8 SHEATHING 12-142 2 2 2x4 0 116-In., 5/8-in. GYPSUM, II.O L STRUCTURAL PANELS IxIO OR LARGER 12-142 3 3 INSULATED, 5/8-in. SIDING a I INCH OR LE55 8d 6" EDGE / 12" FIELD SHEATHING 2x6 0 116-In., 5/8-In. GYPSUM, 12.0 GREATER THAN I INCH loci6" EDGE /6" FIELD E = NAIL 5PAGIN6 AT PANEL ED&E5 (INCHES) INSULATED, 5/8-In. SIDINGCD DIAGONAL BOARD SHEATHING F = NAIL 5PAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) CU I xb OR I x8 (2) 8d PER SUPPORT EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 0 " " " I FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENTS SHALL BE USED * WEIGHTS OF MASONARY INCLUDE MOTAR BUT NOT PLASTER. FOR I"xl0" OR WIDER (5) 8d PER SUPPORT 2 TABULATED 12 INCH O.G. NAIL 5PAGIN6 ASSUMES 5HEAT'HING ATTACHED TO 57WFRAME MEMBERS WITH 6 IT > 01.44. PLASTER, ADD 5 Ib/ft2 FOR EACH FAGS PLASTERED. VALUES SHEET# -9 FOR FRAMING MEMBERS WITH 0.42 < 6 <0.44, THE NAIL SPACINGS SHALL BE REDUCED TO b INCHES O.G. GIVEN REPRESENT AVERAGES. IN SOME GASES THERE 15 A GONSIDERABL.E RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. Al m5 N 5 FOR EXTERIOR PANEL 51DIN6, GALVANIZED BOX NAILS SHALL BE PERMITTED TOBE 5UB51TUTED FOR COMMON NAILS U 22'-7" f � NSI S 74.5 , �oC1Ty h architects N Nat' 730 e P `� 1 ' GENERAL NOTES * x S Contractor to verify all dimensions,conditions.etc. PIPe (assumed,existing,and proposed)herein shown and report S 7 any discrepencies to the designer prior to commencing ArPI',0'�ED A; NOT[ED I �`� 40 T ` � s•47' engineers o° V any work. DATE:_ Contractor to verify the existence and structural F`E'. S' ---- yy �7 stability of existing foundation and masonry walls prior R,_ i' �v..: EXIST. o 1 6 STpDkAD� FE� ��'15'4Q" E I cc to start of work. Any foundation all masonry walls found 7c;5 1 E,;_`) F A`' TC 4 folM FOR THE �AT UNEXCAVATED � ,— _ _�•1'4 N�9 sro, to be inadequate for new loading shall be repaired or FO':Lu'�y i4l:i IN OECTIOI,S: 1,�'N STO• LINK replaced as required. 1. F `._ jDATI'O N '' PFOU'RED O F,�a�- �G:!:REh CC` CRET' O 40 ,n� � .5N o.t,s Melville, NY 11747 As°sll '` ro � 12 W °'j W Alban NY 12205 All new concrete shall be a minimum compressive strength 2. R `iu'�H -`;l'.'1'•:'=. & PLUMBING I �./ pyq<TQNF o o 538 Broad Hollow Road y' of 3000 psi.at 28 days. 3. IN ';%'ATl r I q y 4th Floor East New York, NY 10001 N Rini w�R �I �CFAIR FIRE GAM.aGC,�INISHCS x. L,NLY. NC sTR_.TURA_ Melville, NY 11747 White Plains, NY 10604 4. FiNA: C.:" "r l�'Ti''=Id MiUST c� DAMAGE.cuNsrRucrzrac P:(631)756-8000 All concrete footings are designed based upon an BE ':`7`v`r�c I r E9Qj �� STORYADDITION'A'ITHINTERIOR New City, NY 10956 054 assumed soil bearing capacity of two tons per linear foot. ALL CONSTRUCTION SHALL MEET THE NG�� sqM� y CONSTR CTION FADDIT1 ST oR. F:(631)694-4122 (Contractor shall field verify and assume responsibility) REQUIREMENTS OF THE CODES OF NEW BLUESTONE PAVERS&TREADS ON 4"CONCRETE d �Fl yoox oI, CONSIATIONON OREPLACE AN a ' Parsippany, 0 071 YORK STATE. NOT RESPONSIBLE FOR SLAB Ot!95%COMPACTED EARTH WITH STONE �' 'DRQ?iFo DAMAGE A CYFITO REPLACE ANY Howell, NJ 07731 O 1 GOyO�� g 7 q* DkhAAGC CY FIRE x All footings shall bear on virgin sand and gravel and DESIGN OR CONSTRUCTION ERRORS. VENEER RISERS&SIDE WALL FINISH CL z jC 2?,q T0•` Y Q (N CONSULTANTS: extend to a minimum depth of T-0"below grade. All framing lumber shall be hemlock fir#2,minimum fiber stress > J11, S�' " a �. 9 r CV =850 psi.Unless noted all headers,girders,etc.shall be COMPLY WITH ALL CODES OF :•.,4„ �""`� �� SIGN �� o� 'lk�i)S ti h Douglas Fir#1,minimum fiber stress=1000 psi. NEW YORK STATE & TOWN CODE "' SMF ST��r ` s'ps AS REQUIRED AND CONDITIONS C x I All glass shall be double glazed with a minimum"U"value t - r.. of.31. All doors and windows to be vinyl clad frames. -.,I I ti, I I ,j x M Q s a Cr p(¢NG CI&cR '�• w �C >l �TjO ,1/ .�r•w� V�r,v rpu�"�„ � I I ":•. UNIT Nk All exterior walls shall be 2"x 4"s @ 16"O.C.with fire I I g EXIST. cb z stopping. �v �r++n 14I o MECHANICAL a p FH�gNR Nc z?:� p @ M I I F �� w ��Nk"�1 Z26 cF `x } MARK DATE DESCRIPTION All interior partitions shall be 2"X 4"s 16"0.C. - AII floor framing shall be as shown on plans.flush or as /"� I I x _� required to be flush. OCCUPANCY OR _ N X�, Roof,framing rafters shall be as shown. ;;` M O .to g USE 1S UNLAWFUL INSTALL#6 RE-BAP,DOWELS AT NEW'EX.CONC.CONNECTION,12" 2,0„ F�' I�- W I EX �sI�N ^ ^) All door and window lintels shall be 2-2"x 10"s for spares WITHOUT CERTIFICATE LONG,@ 6"O.C.VERTICALLY,DRILL — /2' X 8"F.J.(aa to 6'-0";larger spans shall be as noted. r ^ &EPDXY INTO EX.6"DEEP,TYP. ;:;;,.:; I 16"O.C. L0 g3 r 1IY0RANT All exterior sheathing shall be 112"thick exterior grade 0 OC"'CUPANCY ti plywood. - N 7sSo�. All subfloors shall be 3/4"thick exterior grade plywood. DRAINAGE INSPECTIONS ARE REQUIRE ) �w Contact TOS Eno-ineering at 765-1560 be we � Provide metal rafter ties at all rafter/top plate connections �`' Backfill,OR Provide Engineer's Certlflca on __ 1r 6„ = 12'3y" 11'9" �•r�p Y --?�0•�Q' y and metal joist hangers at all flush joist/girder connections. that the drainage has been Installed to C •de. UP *��j �O _ \ 4"X 4"STEEL COLUMN WANGLES 3 x W Provide 1"x 3"cross bridging for all joists spans in excess r x� Q THRU EXISTING BEAM.ON 2'X 2'X TN. k V� ^ A/ of 8'-0", mils an.lower end not nailed until flooring PLUMBER CERTIFICA 1 : ;x, _ �ry,V� °poi of p Pipe `' @ p g 1-6 DEEPCONC.FOOTING Site Plan q `�-- . 13MAY16 ISSUED is installed. ON LEAD CONTEN r'=;�,:. o N CoCC ti ' ^� "r DIRECTLYBELOVJSTL.COL. SCALE:1"=3C'0" 22APR16 ISSUED CERTIFICATE OF OC�rL` '; , :;Y '� ABOVE,SEE DETAIL.THIS PAGE All exterior walls shall be insulated with a minimum N EXIST. 3112''R-13 type fiberglass foilback insulation. SOLDER USED IN V,/1"71 X I BASED,"ENT � Nr,oJ�c I� SEAL All roofs shawl be insulated with a minimum 5112"R-19 SUPPLY SYSTEM C-.'.:'.; r "' :." ' �CNINC� D�T� MARN-1602 type fiberglass foilback insulation. EXCEED 2/10 OF 1 io i. :: All ceilings to attic area shall be insulated with a minimum R-38 fi• R _x MUNICIPALITY TOWN CP SUT1� 1�D LUMBING. I e DA rt. P o J SCTI"I: 1Z00 _ `�8 1 4�✓- FEBRUARY 2016 Roof to be covered with one layer of 15 Ib. building = ALL PLUMBING b'VASTE x /' �'E R paper with a minimum 6"overlap and staggered joints and &WATER LINES NEED ZONE: P-4Z DLSIGNLD BY: G� .o '. finished with 300#asphalt shingles or roof shingles TESTING BEFORE COVERING- , � r I LCT AREA 40,161 5C.FT. 12ZMIO�I WIND ZONE Q� L specified on the drawings. T� XT "DIA.STS.COL.ON MJB ti _ C X 2'X 1'-6"DEEP : ';, _� �CNING IECUIREMENTB ALLCUTABLE _ISTING PRCIOCSED D RavVN BY. .F*r CONC.FOOTING Flat roof to be covered with built-up roof membrane 13'-9%" �" ' ' system designed for minimum slope of 1J8"per linear foot. ELECTRICAL. Jcc + F,Eri 1, g D m 3<'DIA.STL.COL BELOW EX. n All interior construction shall be covered with 1r'2"thick INSPECTION REQUIRED BEAM ON 2'X ZX 1-6 DEEP + �HLCKLD BY: KLVIL"LD BY. � BUILDING ,A1aE� MAX 2�90 CR 8, 32 S� 3.5�� 5�2 S�.FT. N� CHANGE sum board. CONC.rFOOTING DIRECTLY ERS MJB gypsum b� BELOW COL.ABOVE ' • �`�r EX. I nt*e�,nxi► �+ ir,r�i r,*r r:r u: rasro All bathroom walls to be covered with V2"thick 2"X 8"F.J.ra L J LAUNDRY FRONT YARD SETBACK 5V MIN '14.S' NC CHANCE waterproof moisture resistant gypsum board. TRUSS PLACARD:NG REOU:RED x N Q 16„O C I CLILNI Tape and spackle all gypsum board joints with minimum two C' -j POST FROM X , M■ M A RI N RESTORATION coats joint compound. w '� ?� ABOVE,T YP. m SIDE YAFRO SETBACK 2 MIN 53.1 N% CHANGE X w1 M Provide 112"thick rigid polystyrene insulation under all I "' WASHER DRYER + I N C■ new vinyl siding. N S REAR YARD SETBACK 5 (o 4.121' NC CHANCE Provide trowel on mastic damproofing on all exterior concrete UP BUILDING HEIGHT 35' 21'-2" 24'e11° walls below grade. ------------------------ Basement Plan REPAIR FIRE DAMAGE GENERAL CONDITIONS SCALE:va°=r!i° EXIST.BILCO WITH ADDITIONS & All work shall comply with New York State and local codes DOOR and.ordinances and New York State Energy Conservation ALTERATIONS TO code. E'"`' "F EXISTING HOUSE E Q All work shall be done to the highest standards of LOCATED AT: craftsmanship by all trades 0 N Samples shall be supplied to the owner of all materials 5 WILLOW POND LANE T and of workmanship Shop drawings shall be provided forfabrica+ed items PPZVIDE SMOKE DETECTCI-9 AS INDICATED ® INSTALL IN,SCC-IRDANCE SOUTHOLD NY, NY 11971 WITH TWE NEW 5' 1�C STATE SiDENTIA� BUI!DING CODE AS�°Ia�,CM: c where applicable o §R313.1 Smoke alarms. ":rc}:= ,._aras snail .-a insta_le3 L__ the _'Olio=r;iag L.c-:ti.cn^_.: a Temporary facilities for protection of tools and equipment shall conform to local regulations and shall 1. Tn wast_ -00p n J D r.. E tz be the contractor's responsibility _ "_t__ of - _e}Pirate 31eer_�in i are_, in _:e i.rr,e'di .te lc•init � --f tr.e The contractor shall present the building to the owner eac}: itiancl ;tot; of tl-= E�ueiro-,arn:� N for acceptance clean and ready for occupancy.All glass not in-lad-n _ra'.al 3L.a.mss a:__. .:_I:__aljl al __, t-ic3. -.: -1- `I- eliin shall be cleaned and polished,floor swept.carpets t -- _- -,_..j.•, amts ',;it.: c:�_it 1e':ei^ �ic•t;t int=.r:,e:.in-y of or:ae�._ the ace::} {o vacuumed,fixtures washed,with labels removed,and le r01 a srD}: alazra inst.-._lei t} pp _ le:e1 ;Lal'__.-,=flee fcr t exteriors hand raked free of debris a d acent 1 -I: y__ r_ ic'=_: that the 1:.._. 1-vel _._ _-._= thon _.._ f::i� _ "l._`' t:ie -> f- _ CUT EXISTING WOOD BEAM & SUPPORT wl eIl ,D-r= to an or__ sm D.-:e alu_T. i� rE-"..:i r= t: .__ l.:i:,t wile'-x �_:_._ .-LI, i.�-:_\'i ___al During construction,premises shall be kept clean and :uall_n7 ,l::i.t t'__e�alo.:rL =}a-vice3 :3 iali ._- - _n= 't==. in 1 }_ L_:::-� -_:a- BOTH SIDES W/STEEL ANGLES TO free of construction waste where possible t e act,ratio_ -,f -llc =.rrr. a,_t1v't- -_._ � t_ie ale._.,.= _ t}_ _ r._ -snit. Tn a_a1T. a l he lead} a .:_.}..1=`,-: -.11 ,,_�:, :,:i. _ ::___'.._ -. 3 ALLOW FOR STEEL ON STEEL CONTRACT r .all •-0n�: �.i. Contractor shall make all necessary arrangements for yf'^i "_t__ CONNECTION. COLUMN TO BEAR service deliveries,access to the job space and E::,_e_�ticn: Int-rc,,:ne_tio.^_ is :at reM:.ire_: :,:nere 3 :-}:e '._.-.r:,3 ars: p::�_-Littec t: DIRECTLY DOWN TO NEW FOOTING E EE_, . rubbish removal. ,:� , -.ttF'_'y' _�_�el,'.tr=a' �:: a�C'Cr-,a::�_e �,,rit ,=e::__-__ :31L.1._. 37"' DIA. STEEL COLUMN All src}:e . law's 2iiall b _ -te- and instj__-1i _ �._____:an[[-_ -t the :ors E Contractor shall familiarize himself with and conform to t~_i; c- cl,i t:ie rir= p:;=_. ._. or,u_, E EX.FLOOR all building requirements in the performance of his work. __- N O §R313.1.1 E::_ tin_1 i-,_lil ii:-' L:_:-}e= '-=` -epc__, -'Leta io=:, cha_:T3 c- :)c-upa_x.d, Z The contractor shall verify all dimensions and job s1--all }_= prc,3idc-:: `r,itr_ =l:-r:E _Liar:]- a_- Ie-. i_=-: conditions prior to submitting bid and shall report all _ E'EFCiF-i'v1 5°?ECF7n61 discrepencies or omissions to the owner. 98313.1.2 Power source. In :r_':: ceive t:_e r rrtl ry p_..a ytn:rL `_- 1_a:]ciinx �;__II „-.-._ -a-'- ,icin'x is .-else; •- c __DIC. a cor:,�:�r_ia= ._-_1_c.=1f :�:':ci v:__-r_ _�_r.,r;� >c�:er _: - --�_ r_te_i, �_:"_ i-ce_ve EX.WOOD BEAM EX.WOOD BEAI/l ®�® STATUS Winter protection,heat.and snow removal shall be the p-,we_ tr'._r. 1�atter1,. .,?_-in., fo u. p�rn'.t�_.-.1 tc ID-. n--_-_} f,r ,,;;N rye rr t��t' -,_:. �a:�]• �.larr; �-_, contractors responsibility. All spa heating shall be s.rit=}= .:t _,: t,: Ii t_.c,= I'= 1 "- __ all - natte-; �q_�r�to-1 e EE" '��r,r R t done in a safe sensible manner,with periodic checks ion J.r,ler __.1 e, .Dr cn-,_te -_ec't__i,_ .1 r 3%Gte-r. c_ ,r. 13- t_io t 0 o i,_.,,-. -, r--Hr, the system,and shall comply with state industrial aniieri,o t pair, ,_ter .ti.I7, c:ia:--_= r ,'_'ca,==:-'_°-`, ac:'=,itl =- __ = lc_atic-- in r. ++ 3 ac.__I: a..e ,•:it:7 ,,;,_.c:_- >_ ,7 est ,n =.T.} ,. 4 X4 STEEL ANGLES N commission and O.S.H.A.regulations. WELDED TO 4" X 4" STEEL E rH= ,r., 121 -:,ryF rr. SIiCETTITLE 9AJ604.1 Smoke alarms. ??..ev _'nter�Dr alter at_"=-c =�cc_1_, z .,::e-- era :r:-re n " z Rental charges.safety,protection and maintenance of t::e i::_i_ci. _..1 COLUMN TO SUPPORT 4 X 4 STEEL COLUMN _r_,; . :"r.s are a-1.',ei or creates: in e:;_ .:in:1 J ellings, rental equipment shall be contractor's responsibility. r. -i::a :i t ,:call :)e .1rD:1-�� i,dt_i ._:r ke :,. .:�r:<. lc__tte_. a: ciwellinJs; the sm,:-e _ala_:1Is �_,_1 }-e i:.telr:-s_:_e=tel ._:_:i hart wile d. EXISTING BEAM FOUNDATION PLAN, cD ZONING/CODE o These documents do not include the necessary EXCEPTIONS: ZO N I N GICO D E components for construction safety. Safety,care of Existing First Floor Plan Existing Second Floor Plan In `,e. tna:: , e} and :>_e..}:fast ..-llincts, c:r.c}:- iarrs in e.:_st'-ria _ea s_:all INFORMATION adjacent properties during construction.and compliance ct be regairec', tc ;,- Trite _D:aie t c n i :,, w._e_e i.Iit-ty_,r with state and federal regulations regarding safety shall ceiling =i:_ishe_ are I:-t _e:,:c <� tD -.::pc30 t:ie t-t'._t_tre. Column/Beam connection Detail SCA-E:116'•=1'-0•' � SCALE:1/6•'=1'-0" � W be contractor's responsibility. SCALE:_,XX'1'-v' o §AJ604.1.1 Power source. �:r::,}:e a-airr.,, .- ,c.�.l ::e - Tdttei tD i-.ater�% -_elateY a enc_ n-tallec; i:i :,L:i -iiliYs :altr.__it cc.. i':_ pc:•:er -_ n -._-site 1=l -Tical NOTE: U mower syst2rr., or i- bt-ildi'��s s,�`� � e::i,^t�.- "i__' ,.e.-- _- -_is.ca fini;'_ies - - EXISTING RESIDENCE CONTAINED 4 BEDROOMS TOTAL. "LL'# o al-e I:',t _?:T.G.?:� t, E-:j��___ to �'t a'L'Ct.l_=. U RESIDENCE TO CONTAIN 4 BEDROOMS TOTAL IN RECONFIGURED §AJ604.1.2 Interconnection. Srb,ke alar.:Ls sLr.L t he re 'Ir tc ,e ■ of A 1 intercoLne=ted, wl<_9 :,attE_�; or-r..te-} jaa,_:L_ �'. � __;e�:r._tte::. ARRANGEMENT AFTER PROPOSED WORK IS COMPLETE U i'. , e VII 1w 22'-7 { a hl 11-3/2" 11'-34' 22'-7" I''I I " architects 2'- 11- nY5r 5Y 2' 1 0/" II II,�,Ien sneers EGRESS EGRE HDI q ph , P �J M.L.-1.9E MICROLAM BEAM PROVIDE HOLD DOWN TIES I Icy Vu til AT ALL CORNERS AS Q 21'-10" INDICATED,SEE DETAIL I .x HEADER NOTE: ALL HEADERS SHALL BE(2)2"X 12",UNLESS I 16'SY' S_p" Z I NEW = BATHROOM OTHERWISE NOTED `� INSTALL ONE LAYER 518"TYPE'X' I 2"X 8"C.J. w I Melville, NY 11747 NOTE: o GYPSUM BOARD ON WALLS&CEILING, I @ 12"O.C. ca I— o PROVIDE DOUBLE FLOOR JOUSTS BELOW ALL TUBS. _ O LU I 538 Broad Hollow Road Albany, NY 12205 TYPICAL o PROVIDE SMOKE&VAPOR TIGHT JOINTS NOTES: I w I _ I New York, NY 10001 C? +I z o -9 THROUGHOUT,3/4 HOUR FIRE RATING PROVIDE Sr;"OKE DETECTORS AS BEDROOM N N J 4th Floor East NOTE: x = 224 SOFT x � I Melville, NY 11747 White Plains, NY 10604 INDICATED®S INSTALL IN ACCORDANCE USE OF FOAM PLASTIC INSULATION TO COMPLY WI x �, EXIST. I N P: 631 756-8000 WITH THE NEW YORK STATE RESIDENTIAL ILL! REQUIRED: + E i ) New City, NY 10956 CODE R318 GARAGE BUILDING CODE I "' L=17.92 SOFT w J. F:(631)694-4122 N INSTALL CARBON'MONOXIDE DETECTORS WITH I w z xParsippany, NJ 07054 V=8.96 SOFT. `r= @ 16"O.C. EXISTING DOOR TO BE CLOSED, o Howell, NJ 07731 U-1 I PROVIDED: N z PATCH&REPAIR AS REQUIRED INSTALL R 30 FIBERGLASS �3 o DIGITAL DISPLAY AS PER NEW YORK STATE I I co M L=41.24 SOFT. t TO MATCH SURROUNDING - RESIDENTIAL BUILDING CODE,AS INDICATED V=22.92 SOFT. 4"X 4"WOOD POST ON CONSTRUCTION BATT INSULATION IN FLOOR F I _ 0 I i T JOISTS ABOVE GARAGE. 1-:---: ..-_.__-_-.• `'0 5 CONSULTANTS: MASONRY BASE WITH T BELOW BEDROOM ELECTRICAL NOTE: I O COLUMN ENCLOSURE AS SUPPLY&INSTALL ALL NEW ELECTRICAL IN I T SELECTED BY OWNER ACCORDANCE WITH THE NEW YORK STATE = I � CL. t- \n EX.FIREPLACE RESIDENTIAL BUILDING CODE. I 0� AIR SEAL NOTE: I O EX.CHIMNEY ALL JOINTS,PENETRATIONS&OTHER SUCH T-6" r` OPENINGS IN THE BUILDING ENVELOPE THAT ARE v. SOURCES OF AIR LEAKAGE SHALL BE SEALED IN N 4"X 4"POST TO BEAR I 4'-5" 17'-5" ACCORDANCE V'JITH THE NEW YORK STATE ENERGY o I w cD DIRECTLY ON NEW STEEL I DN 3="DIA.STL.COL.TO CODE. M I ® � COLUMN BELOW BEAR DIRECTLY ON I - Cl) = 3R o I I X I NEW W I MARK DATE DESCRIPTION o FOUNDATION WALL NOTE: = BELOW ALL PLYWOOD SUBFLOORS SHALL BE SCREWED I S �„ 2"X 8"C.J. EXIST.LIVING &GLUED TO JOISTS I ® @ 16"O.C. I a71, ,_ O ROOM w CID COVERED 1 = 3r'V2„ z 1T-9" so '�� ENTRY x c� AIR CONDITIONING NOTE: I NEW NEW r� SUPPLY AND INSTALL NEW CENTRAL AIR I 2"X 10"R.R. 2"X 10"R.R. EX. CO x EX. `' CONDITIONING SYSTEM.TWO ZONES:UPSTAIRS I 16"O.C. I � 16"O.C. DOWNSTAIRS. ALL NEW AIR CONDITIONING I \ " z z 2"X 8"F.J. / 2"X 8"F.J. a r BEDROOM w NEW 2"X 8" 16" I NEW Cn cwn 16"O.C. j O.C. 283 SOFT u w EQUIPMENT SHALL BE EQUIPPED WITH R410A w BE CLOSED, z REFRIGERANT. THE USE OF R22 OR ANY CFC I S @ 12"O.C. J REQUIRED- REFRIGERANT. 64 SOFT F.J.@ 16"O.C. I CO 2"X 8"C.J. - EXISTING DOOR TO COS = I _ 7 2y 11 6 BASED REFRIGERANT SHALL NOT BE PERMITTED. V=11.32 SOFT. PATCH&REPAIR AS REQUIRED _ L TO MATCH SURROUNDING I _ I _ - - _ _ _ _ _ XI PROVIDED: - - - - I Ln CONSTRUCTION HANDRAIL NOTE: `� _ _ _ T J_ 3$.93�QFT. 3I"DIA.STL.COL.TO ALL HANDRAILS TO BE r411N.OF 36"HIGH I - - - M V=17.19 SOFT. L J v.. CV — — — — — — — — — — — — — — — EGRESS EGRESS BEAR DIRECTLY ON WHICH WILL NOT ALLOW THE PASSAGE OF I L 3 ' DIA.STL.COL.TO FOUNDATION WALL A 4"DIA.SPHERE THROUGH IT I I 4"X 4"POST TO BEARII r BEAR DIRECTLY ON NEW BELOW STEEL COLUMN BELOW I I DIRECTLY ON NEW STEEL w 13MAY16 ISSUED EXISTING TO BE I / - I I 4 4 I BEAM BELOW I 22APR16 ISSUED MASTER REMOVED,TYP. II I NEW W8 X 24 FLUSH STAIR NOTE: I I 0 0 CD BEDROOM I PROVIDE NEW CLOSED RISER WOOD STAIRS, _ NI<oJccl SEAL 12'0" OAK TREADS.OAK RISERS.WITH 3'-0"TALL I I CL. I _ 233 SOFT WOOD HANDRAIL,AS SELECTED BY OWNER, i I — REQUIRED: UP I MARN-1602 L= 18.64 SOFT II J EXISTING STAIR _ - - - - -CL.- - TYP..CONSTRUCT&INSTALL IN ACCORDANCE I L. I " Q TO REMAIN, WITH THE NEW YORK STATE BUILDING CODE - - - - V=9.32 SOFT. x o I REFINISH AS REQ. @ - - I uAl : PROVIDED: w ' - z KNEE WALL AT+/ 5'-0"HIGH I 4 4 I FEBRUARY 2016 ALL NEW WOOD IN CONTACT WITH C� O O L=30.93 SQFT. _ a Lu `` o o CONCRETE TO BE ACQ LUMBER 13'-11" I 0 I `S 02 y — w w = 5 DESIGNED BY: V=17.19 SOFT. L - - CO 7 x `R X cy- w ti 0'' KITCHEN N 11J � U " C7 ANY&ALL ANCHORS&TIES THAT COME INTO x w � I MJB CIO p " 13' 11" 3,4Y2„ EXIST. © CONTACT WITH PRESSURE TREATED OR �� 0 o NEW j CLOSET ® CHEMICALLY PRESERVED WOOD LUMBER SHALL 2 5 DRAWN BY -y ' \�! N I 2"X 10"R.R.r7a I kEH 7,A 16"O.C. I p BE OF A FINISH AS SPECIFIED BY THE o JCC -22'.XH" J"_X 7-STL PlAIE _ -- ® _ - = n 4 x MANUFACTURER N - T - - - �., - _ _'_ _ - -NEW- _ _ _ _ CNLCKLD BY. RLVIL�%ED BY: EXISTING 2"X 8" o N -Fff01�FtUS't# - - - - __ _ I . - I RIDGE TO REMAIN X NOTE: EPs MJB N � - \ N I r- ale � 2rr X 8"C.J. ( \ DN 2 X� X 7 ST PSA - - PANEL CONTTO OTICOSPACE PROVIDE OR PULL DOWN STAIR FAMILY ROOT/ N V� @ 16"U.C. h1CIJT E%C Ll ALIGN WALL WITH o �� I, IN LOCATION SELECTED BY OWNER �� NEW 00 BEARING WALL ABOVE�'i (� � U BEDROOM ® I( � ` X o 2"X 8"C.J. q c:uLN� 12'-0" NOTE: Lu = -, @ 16"O.C. ON S0 218 SOFT I M 41x VAI O� INSTALL NEW S0 CF07 VENT FAN IN G9 x `- I NEW REQUIRED: I I M. M ARI N RE STO RATIO N O © - BEAR DIRECTLY ON BEAM EACH NEW BATHROOM&POWDER N KNEE WALL AT+,r-5 0"HIGH I 2"X 1 O"R.R.(a, L=17.44 SOFT BELOW ROOM,DUCT TO EXI ERIOR I 16"O.C. ® V=8.72 SQFT. 0 EXIST. 5 J I PROVIDED: - - - - I INCE LINEN I 0 j • ti o C. I�� . ., - L=30.93 SOF - -ILL r DINING ROOM X III ® III I - w V=17.19 SQF I NEW �� w x `- IIL J� I v I I BATHROOM 0 m ( I NEW WALK-IN L x - �- o I I o CLOSET BATHROOM I I') PDR ROOM N N I - I z ( = g'SY" 12'o" I I N - I � x 6'-10Y" 0' -' 4'-1 14'-3" in I N I I in $ i ► I I i w l I REPAIR FIRE DAMAGE O L GRESS WITH ADDITIONS & - 2-2"x12' HDR I— "—°- -- -- - ---- - - - - - - - - - - -- -- -- ALTERATIONS TO 12'-2" 7-3Y„ 5 2y,r 2r_4Y„ 2,8„ 7r-2Y„ m - - - - -L TI - - - - - - - - - - - - - - - - - - - - - - EXISTING HOUSE 36'-10/2" 14'3Y" 5'-1Y" 14'-Oy" 3'-5Y" LOCATED AT: 0 N First floor Plan 36'-10Y" 435 WILLOW POND LANE SOUTHOLD NY, NY 11971 SCALE:114"=1'U" _ �1 o Second Floor Plan 4"STACI''dEl. 4"STACk;'JEhT ` \ I THROUC.H ROOF y i n SCALE:114"=V-10" I THROUGH ROG. ROG= E I I I BATH - - -- o 3.1 T Z FIRE NOTES: V� � I n� 11 1 L I I 11 2° r, oar DOOR SCHEDULE ILA I I I I z.,l 11 t"I I °1C I TUB I titi`^ i L,V I a ALL EXISTING STRUCTURAL MEMBERS REMAINING SHALL BE SCRAPED COMPLETELY FREE OF CHAR&SHALL BE PAINTED TO SEAL IN SMOKE ODOR, ALL NEW WINDOWS SHALL COMPLY WITH SECTION R310&R303 OF THE N.Y.STATE INSTALL SADDLES ANDIOR TRANSITION STRIPS AT ALL CHANGES IN TYPE MATERIAL WIDTH HEIGHT FRAME SADDLE REMARKS L I I 1-11'2° S40'�!t R 2ND RESIDENTIAL BUILDING CODE FLOOR MATERIAL 1 WOODIGLASS 3'-0" 6'-8" WOOD ALUMINUM EXTERIOR,IN LSTED,',a�EATHERSTR�DED,'IDE-ICI FS I FLocR ALL EXTERIOR WALLS DAMAGED OR REMOVED SHALL BE RE-INSULATED WITH NEW CONTRACTOR TO VERIFY ALL EXISTING BEAMS IN THE2 INSULATION IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CODE. DOOR NOTES: 2 WOOD,GLASS 6'-0" 6'-8" WOOD ALUMINUM EXTERIOR.,iNSLL�rcD,',tiE�n LR sr.RrDED,SuorwTDuor. 12- � I 2" 3„ I CONTRACT ALL INTERIOR DOOR TO BE HOLLOW CORE WOOD WITH WOOD FRAMES,SIZES FIELD,V.I.F.,REPLACE AS REQUIRED �, I INSTALL NEW FIRE STOPPING AT ALL WALLS,WHERE REQUIRED AS INDICATED ON DOOR SCHEDULE BELOW,INSTALL MARBLE SADDLE& 3 HW MTL 3'-0" 6'-8" WOOD ALUMINUM EXTERIOR,INSULATED UNDERCUT 1"AT BATHROOMS. 4 WOOD 2'-6" 6'8" WOODZL CONTRACTOR TO INSTALL SOLID WOOD BLOCKING.AT ALL __ _ _ _ e CONTRACTOR TO PROVIDE AND INSTALL ALL HARDWARE NECESSARY FOR STEEL BEAMS WHERE FLOOR JOIST WILL HAVE A FLUSH 5 WOOD 2'0" 6'8" WOOD MARBLE @BATH I1-1r" -1 T 3 v ALL FINISHES DAMAGED BY FIRE,SMOKE&/OR WATER TO BE CLEANED OR PROPER INSTALLATION AND OPERATION. CONNECTION.SECURE JOIST TO WOOD BLOCKING WITHI r''^ REPLACED AS REQ D. 6 WOOD 1'6" 61-81, WOOD I ` 111` i L I � METAL JOIST HANGERS OF APPROPRIATE WIDTH LA'd LAv LAV � 7 WOOD 5'-0" 6'-8" WOOD BI PASS I I 1c I ti's REPLACE GYPSUM BOARD&INSULATION DAMAGED BY FIRE,WATER,&FIREMEN,SEE L L I L J- sTarus GENERAL' NOTES ALL EXISTING DOORS NOT DAMAGED TO REMAIN,CLEAN AS REQUIRED 8 W00D,GLASS 2'8" 6 8" WOOD ALUMINUM ExrER.IOR,IRI.I_LArm,WEATHER SrRIDFED ALL STEEL CONNECTION TO BE WELDED,CONNECTION FIRST DOOR NOTES: 1-1.z' 1-1.z' s o'r; ID FLOOR DESIGNED BY FABRICATOR,CONTRACTOR TO PROTECT 0 SIDING NOTE: ALL INTERIOR DOORS TO BE SOLID CORE,WOOD,READY FOR FINISH UNLESS OTHERWISE NOTED 3" REPLACE SIDING DAMAGED BY FIRE TO MATCH EXISTING,CLEAN ALL BEAMS SHALL HAVE SOLID BEARING ON NEW COLUMNS AND A.LL COLUMNS SHALL WOOD DURING WELDING TO PREVENT IGNITING,&ASSUME 2' AS REQUIRED TRANSFER LOADS DIRECTLY TO BEAMS OR CONCRETE FOUNDATION WALLS,AS RESPONSIBILITY INSTALL SADDLES AND.OR TRANSITION STRIPS AT ALL CHANGES IN FLOOR MATERIAL,LOCATE CENTERED IN DOOR SUCH THAT �' N INDICATED WHEN DOOR IS CLOSED,MATERIAL ON OPPOSITE SIDE CAN NOT BE SEEN SHEET TITLE z SHEATHING NOTE: INSTALL NEW 3 1!2"DIA.STEEL PIPE COLUMNS UNDER CONTRACTOR TO SUPPLY AND INSTALL ALL DOOR HARDWARE SELECTED BY OWNER s REPLACE 1/2"EXTERIOR GRADE PLYWOOD SHEATHING,ROOF&WALL, INSTALL SOLID WOOD'CATS'IN ALL BEARING WALLS DAMAGED BY FIRE,CONTRACTOR TO PATCH EXISTING,AS REQUIRED ALL NEIN STEEL BEAMS.TRANSFER LOADS DIRECTLY TO ALL EXTERIOR DOORS TO BE INSULATED&WEATHERSTRIPPED AT MIDPOINT OF WALLS,TYPICAL CONCRETE FOUNDATION,TYPICAL z 4"FIOU5ETRAF Floor Plans WINDOW NOTE: M.L.=1.9E MICROLAM BEAM ALL NEW WINDOWS TO BE BY'CAPITOL'OR APPROVED EQUAL,VINYL CLAD,LOW E GLAZING, USE OF FOAM,PLASTIC INSULATION TO COMPLY WY CODE FA ALL WOOD BEAMS TO BEAR ON 4"X 4"WOOD `-1 /* MODEL NUMBERS AS INDICATED ON ELEVATIONS. PROVIDE SCREENS&EXTENSION JAMBS,AS POST.UNLESS OTHERWISE INDICATED R318 0 REQUIRED.CONTRACTOR TO SUPPLY&INSTALL ALL NECESSARY HARDWARE FOR PROPER efserrEr,T a INSTALLATION&OPERATION. DOUBLE FLOOR JOISTS BELOW ANY WALL AND CEILING FINISHES SHALL NOT HAVE FLAME SPREAD CLASSIFICATION SHLLI# o INTERIOR PARTITIONS PARALLEL TO OF GREATER THAN 200 PLUMBING RISER Al ■ NOT TO SCALE 2 Pl CONTINUOUS I }ti ' RIDGE VENT architects' w "I'`�` r, " . I ra'I NEW RIDGE,SEE PLAN FOR SIZE 2'x6"COLLAR TIE r — — — — — — — — — l engineers @48"O.C. I i' r! 0 YR ASPHALT ROOF SHINGLES ON 30 Ib LINE OF EXTERIOR 3 S I ! I ! 12 12 ROOFING FELT ON J'EXTERIOR GRADE NOTE: WALL BELOW I 6 6 PLYWOOD DECKING SECURED TO ROOF I PROVIDE ICE AND WATER SHIELD BY RAFTERS,SEE PLAN FOR SIZE "OWENS-CORNING"AT ALL ROOF EAVES,& ATTIC REM4 4ABLE VALLEYS EXTENDING IN FROM EAVES EDGE >_ -"GYP.BD.FINISH SECURED TO CEILING Cc ERB.;x Melville, NY 11747 z TO A POINT 24"FROM THE INSIDE FACE OF NEW BEAM,SEE JOISTS WITH R 38 FIBERGLASS BATT PRovI�E Ir,EULATioN CAr s z Albany, NY 12205 1"x6"ALUM.CLAD FASCIA THE EXTERIOR WALL D., 538 Broad Hollow Road PLAN FOR SIZE INSULATION TOULATI'N FROMFALLI New York, NY 10001 BOARDS,TYP. IFISULATIC'JFROMFALLING LL, 4th Floor East THROUGH Es p I Melville, NY 11747 White Plains, NY 10604 VINYL SOFFIT WITH SCREENED VENTING Cn P:(631)756-8000 New City, NY 10956 Q C?L.F�A1dIVG b o I F:(631)694-4122 Parsippany, NJ 07054 VINYL SIDING ONy"POLYSTYRENE z RIGID INSULATION SECURED TOZ" BEDROOM HALL z I Howell, NJ 07731 EXTERIOR GRADE PLYWOOD FINISH FLOOMN 3!4"PLYWOOD �%EATIIERS71-`PING ROUGH IE%NC,) ITHCAU-1K, U SHEATHING SECURED TO 2"x4" ^ �� Rour,HOPEr.lvclr,lTric,^,.u_r. I I CONSULTANTS: 0o SUBFWOI,�SECI REQTO FLOOR BFC,:ER ROC ORFCAM WOOD STUDS @ 16"O.C.WITH}!" _JO{f_Ts3El_PLAN FO EgE, GYP.BD.FINISH&R-13 / 1 Puu�Covr,R niRLP FIBERGLASS BATT INSULATION / / / R 30 FIBERGLASS BATT PACK OUT STEEL BEAM,SECURE STAIR PAr,EL JOISTS USING METAL JOIST HANGARS \ INSULATION IN FLOOR JOISTS / � ABOVE OUTSIDE AREA / PULL-DOWN ATTIC. STAIRS DETAIL NOT T'J SCALE ( ( EXISTING FIRST FLOOR,TO REMAIN, EXISTING JOISTS — — — — — — PORTION OF EXISTING 2ND FLOOR/ROOF TO EXISTING.WALL;STRUCTURE TO TO REMAIN 4'-9° NEW BEA REMAIN. ALL EXISTING AREAS THAT ARE TO EXTEND EXISTING REMAIN,REPLACE EXT.SIDING TO NEW FLOOR J I I1 , PLAN FOR REMAIN SHALL RECEIVE NEW 11,0., CHIMNEY TO BE 3'-0" MATCH NEW...INSTALL R-13 SEE PLAN FOR I E SIDING.+'ROOFING. ALL OPENINGS CREATED HIGHER THAN ROOF AT INSULATION IN EXPOSED WALL EXIST.LIVING ROOM AS A RESULT OF RELOCATING EX. RIDGE LINE PER NYS CODE MARK DATE DESCRIPTION CAVITIES W11 i2"GYP.BD.FINISH WINDOWS/DOORS SHALL BE PATCHED, N INSULATED AND REPAIRED AS REQUIRED TO EXISTING WALL EXISTING WALL MATCH SURROUNDING CONSTRUCTION. STR CTURE TO STRUCTURE TOy REMAIN REMAIN MASONRY BASE WITH COLUMN ENCLOSURE AS OWNER EXISTING JOISTS TO REMAIN 8"CONC. FOUNDATION WALL EXIST.BASEMENT "'r: I M z •° —J 5LI 1-51-OPE BLUESTONE PAVERS&TREADS ON 4" CONCRETE SLAB ON 95% COMPACTED EARTH WITH STONE 13MAY16 ISSUED VENEER RISERS&SIDE WALL FINISH_ ____ __ __ I 22APR16 ISSUED DOUBLE TOP PkOJLC I#: SEAL EXISTING FOUNDATION - -- - --- -- --- - -- -- - - -- -- - TO REMAIN PLATE NOTE: MARN-1602 BOTTOM OF ALL DOOR ~ W DATE: Cross Section W . AND WINDOW HEADERS LU I G\ TO LINE UP I INSTALL 20 GA.ALUMINUM o FEBRUARY 2016 Q� G\A EL SCALE:1,14"=V-1)" FLASHING AT ALL NEW VALLEYS, >12"MINH WAY,TYP. DESIGNED BY: 2� MJB i D fT HEADER SEE P'Lt,N FOR SIZE z �� $ ,� � � EXISTING ROOF TO REMAIN, z DRAWN BY: INSTALL NEW SHINGLES I REHJCC WALL STUDS � CHLCKED BY: RLVIEVVED BY: i @16"O.C. > I ERS MiD HEADER FRAMING � 7L-C%A ION Cr'IIIS CC^-_.9�-_rITCY.CCPT"Vn LICNCM NOT TO SCALE CL ILMI 30 YR ASPHALT ROOF SHINGLES ON 30 Ib ■ M A RI N RESTORATION ROOFING FELT ON Y"EXTERIOR GRADE PLYWOOD DECKING SECURED TO ROOF SIMPSON STRONG TIE INCI METAL CAP FLASHING ( RAFTERS,SEE PLAN FOR SIZE I MODEL LSTA9 @ 16"O.C. @PIPE MIN.2" (8)104 COMMON NAILS USE A MINIMUM OF PER MANUFACTURERS SPEC. INSIDE PIPE&SOLDER I I I TWO 8d NAILS THIS LAPSEAM @ EXTERIOR SIDE OF RR. ° 0 : METAL BASE - ° ROOF FLASHING SLEEVE �t TOTAL FOUR RAFTER LINE OF EXTERIOR I LINE OF EXTERIOR 8d NAILS ° , SE,ALENT@ROOF& _ I WALL BELOW WALL BELOW I REPAIR FIRE DAMAGE RR. ° PIPE PENETRATION al WITH ADDITIONS & BUILT-UP ROOFING - -- -- ALTERATIONS TO ` TWO ° 314"PLYWOOD F.R.T. EXISTING HOUSE T 8d NAILS "' ° ° TIE=H7 @ 16"O.C. INTO °• WOOD NAILER LOCATED AT: PLATESWOOD°o JOISTS ° a EIGHT (SEE PLAN FOR SIZE) Roof Plan 435 WILLOW POND LANE INTO ILS WOOD BRIDGING SCALE:1:4"=1'.0" SOUTHOLD NY, NY 11971 0 STUD RIDGE ROOF o RAFTER PIPE PENETRATION RAFTER TIE DETAIL THRU R00E DETAIL TIE#CS16 @ 16"O.C. N NOT TO SCALE — S16(1 RAFTER T O RIDGE TO RAFTER STRAPPING NOT TO SCALE CSIMPSON STRONG TIE MODEL S16(14)104 COMMON NAILS ° PER MANUFACTURERS SPEC. g NALS MR a NOT TO SCALE • TOP %"THREADED STEEL ROD ° 3 v PLATES °s e CONTRACT ri o e � • � U e CONTINUOUS RIDGE VENT 2"X4"STUDS o @16"O.C. 300#ASPHALT SHINGLES N 2"X4"STUDS GYPSUM BOARD @16"O.C. WINDOW SIMPSON PHD5-SDS3 z #15 BULIDING FELT HDR 112"PLYWOOD SHEATHING EACH FACE 2"X4"FILLER • ° e 274"BASE BLOCKS ° • STATUS a RIDGE(SEE PLAN FOR SIZE) 2"X4"STUDS PLATE @16"O.C. • a ID PIAILS MR o DO NOT RESTRICT AIR FLOW 2"X4"BASE (2)HDR SUPPORT ROOF RAFTERS 2"X4"BASE 2"X4"FILLER PLATE JACK STUDS • PROVIDE HOLD DOWNS AT sHEEr TITLE o (SEE PLAN FOR SIZE) PLATE BLOCKS ALL CORNERS AND BOTH z INTERIOR WALL ASSEMBLY{TYP.) INSIDE CORNER SIDES OF OPENINGS 6' UTSIDI= CCI�,I�IR BUILT-UP CORNER POST Simpson Strong-Tie OR GREATER IN WIDTH R-19 BATT INSULATION I Floor-to-Floor Connections 112"GYPSUM BOARD Floor Plans WALL CONSTRUCTION DETAILS HDR TO STUD STRAPPING � RIDGE VENT DETAIL FLOOR TIE DETAIL NOT TO SCALE 0 NOT TO SCALE NOT TO SCALE NOT TO SCALE U SHLET# _O A 1 m2 O �I a v U_ S 77 architects _ EXISTING CHIMNEY TO BE NEW 30 YR ASPHALT ROOF _ I =\ �1 EXTENDED AS PER NYSBC SHINGLES,STYLE&COLOR AS = - -}- m J 4i M T - SELECTED BY OWNER i_ • RIDGE LINE . - � � __ RIDGE LINE _--- DECORATIVE GABLE VENT en g I n e e rs ---- -- --- -- -------- --- ---- - - ------- -- ___ _-- - - - ----- - -_ _ - ---- - - FASCIA TYPICAL - - -- -- - - -- _-- _ .= - ALUMINUM CLAD FASCIA, -- _- 6"ALUMIN 'v NEW 30 YR ASPHALT ROOF � SHINGLES,STYLE& -- - - -- --- -. -- - -- -------- - -- -- -..._ - - - - - - - - - LOR AS - -- ----- ---- - - - - --- _. _.:TYPICAL SELECTED BY OWNER - - _ EXISTING ----- -------- - - -- ----- --- - _ _ _. .. RIDGE LINE - ---- -- - ---- — — --- - - - - - � -- ---- _= - - -- -- - -- - - _ - - -- --- - - - � - - - - Melville, NY 11747 - - - -- --- - - - -- --- -- - - - - - - - ;, _ _ - Alba Y 12205 - - -- - -- - - _ - - — - - 538 Broad Hollow Road Albany, N _ - -.. - — / EXISTING ROOF TO ----- - - ... . - ------ - -- ------ ------- ----... - --- ----- --- - - -- --- ---- -- - -- `� - - _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 11747 White Plains, NY 10604 --------- ------ --- - --- -- -INSTALL 20 GA. - ' '•• - - - - - - - - - - - - - - - - - - Melville; NY --- -- - - -- -- ---- --- ` — — P:(631 756-8000 ALUMINUM FLASHING AT -- ; - - �� New City, NY 0956 -- -- --- -ROOF/WALL JUNCTURE, - = - / \ F:(631)694-4122 Parsippany, NJ 07054 - - ---- -- -- -- --- -- --- - - - 4"END TRIM,TYP. I N2 1 - --- - - .8"-MIN,-EACH WAY,TYP._ -- - - - ---- -- - ', Howell, NJ 07731 _ h 11 11 - - - -- -- -- -- - -- = zo ED --- --- --- —- - -- - \ -- CONSULTANTS: -- --- -- ----- C ---- TW3046 TW3046 _ - - -- TW3046 TW3046 - - - — WM42 TW3046 = • _ _-- EXISTING ROOF TO--- -- AND N , N ---BE REMOVED,TYP. -- -- - - -- - - - - - - - - ;.. SECOND I - -- ---- - -- -- - - -- - - - - -- a - - =___ - _- - - - - - - - - - - - - - - - - - - - - - - - - - - SECOND FLOOR -- -- --- - - -------- - ------------ - ------------- ------------ -- -- - N - FLOOR I - - - - - - - -__-_ _-_- - - - - ------ - - - - - - - - - AN6C0L0-ff BYO- Ti2 1 -- II -- ti - - 1r -- —►1 ---- —rt1 — 1i o MARK DATE DESCRIPTION EO ED --- - - ------------ �� —�\---- I� TW24310 TW24310 L L - - j! FIRST --- -- -- - - - --- - — FIRST FLOOR -' ---- ------- ------- --- ---- - FLOOR co GRADE -`"` -� E RADE NEW GARAGE DOOR IN I 4"X 4"WOOD POST ON I I I I 1— - - - - -� I EXIST.BILCO DOOR EXISTING LOCATION AS ( MASONRY BASE WITH SELECTED BY OWNER COLUMN ENCLOSURE AS r L -�� I SELECTED BY OWNER EXISTING CONIC, I EXISTING CONC. I [ FOOTING BELOW GRADE I FOOTING BELOW GRADE I I— -- - - 1 L-- -- --- - - -- -- -- -- -- - - -- - - --- --- - -- -- - - -- -- -- -- --- - -1 -- -- - -- - - - - --- - - - –t==== - -- -- - - - - - - -- - -- - - - -- 13MAY16 ISSUED F 7 � rJ � L --- -- -- -- - -- -- - --- --- - - - - - -- -- - - -- --- - -- ---- -- ---- -- --- --J I- ---- - - -- -- -- -- - - -- -- -- - -- -- -- -- -- ---- ---- -- -- - -- -- . 22APR16 ISSUED West Elevation South Elevation I'I<uJLCi#: SEAL SCALE:114"=V-0" SCALE:114"=1'-0' MAR N-1602 _ 1 DATE: -{ .�-` 1 FC7 FEBRUARY 2016 DLSIGNLD BY: �G O�o P ELEVATION NOTES: MJB ( �> IT, EGRESS WINDOW OPENINGS: NOTE: C/) n ALL NEW WINDOWS TO BE BY'CAPITOIL'OR APPROVED EQUAL,VINYL CLAD,LOW E 5.7 SQ.FT.MINIMUM EXISTING FIRST FLOOR TO REMAIN, PORTION OF EXISTING 2ND FLOOR/ROC DRAWN BY: �� -.4REHJCC GLAZING,MODEL NUMBERS AS INDICATED ON ELEVATIONS.PROVIDE SCREENS& 5 SQ.FT.@ GRADE FLOOR TO REMAIN. ALL EXISTING AREAS THAT ARE TO REMAIN SHALL RECEIVE EXTENSION JAMBS,AS REQUIRED.CONTRACTOR TO SUPPLY&INSTALL ALL MIN. CLEAR HEIGHT 24" NEW SIDING/ROOFING. ALL OPENINGS CREATED AS A RESULT OF �1 �•, `% NECESSARY HARDWARE FOR PROPER INSTALLATION&OPERATION. MIN. CLEAR WIDTH 20" RELOCATING EX.WINDOWS+DOORS SHALL BE PATCHED,INSULATED AND CHECKED BY: REVIEWED BY: •�� O NOT MORE THAN 44"A.F.F. REPAIRED AS REQUIRED TO MATCH SURROUNDING CONSTRUCTION. EPS MJB �\ . ALL NEIN WINDOWS LOCATED LESS THAN 18"A.F.F.SHALL HAVE FULLY TEMPERED GLASS&SHALL COMPLY WITH SECTION 2406 OF THE NEW YORK STATE BUILDING PROVIDE ICE&WATER SHIELD BY"OWENS-CORNING"AT ALL NEW WINDOWS SHALL COMPLY WITH SECTION 8310 AND R303 OF THE "`T"" °" LI rrs icmr�e.i�',o;,,, CODE. ALL ROOF EAVES,EXTENDING IN FROM EAVES EDGE TO NEW YORK STATE RESIDENTIAL BUILDING CODE. EXTERIOR WALL A POINT 24"FROM THE INSIDE FACE OF THE EXTERIOR CLILNT WALL M. MARIN RESTORATION INCE NEW 30 YR ASPHALT ROOF __' __-___-._-_ - -- EXISTING CHIMNEY TO BE NOTE: SHINGLES,STYLE&COLOR AS o _- T- EXTENDED AS PER NYSBC CONTRACTOR TO SUPPLY&INSTALL NEW SELECTED BY OWNER - M M _ _LL_ ALUMINUM GUTTERS AND LEADERS FOR RIDGE LINE RIDGE LINE �= DECORATIVE GABLE VENT NEW ADDITION,LEADERS WILL BE LOCATED IN FIELD BY OWNER 1 ARCHITECT _- -_ -- 6"ALUMINUM CLAD FASCIA, REPAIR FIRE DAMAGE TYPICAL WITH ADDITIONS & �"-CUMINU7-CCLAA FASI EXISTING - --TYPrCAI:- ---- - - - - - - --- - - RIDGE LINE ALTERATIONS TO EXISTING HOUSE - \ -- - - - -- -- - LOCATED AT: - -_--_-___ N _ - -- - 435 WILLOW POND LANE SOUTHOLD NY, NY 11971 -- 4'END TRIM. ---- - - - - - - - - - - - - - - - - - - - - - - - - - ---- - -- .. oO W L W3046 TW3046 W3046 ; �LLT.W3=04J6T 0RE1�6 --- - - -- -- - - M ------ - SECOND SECOND -- -- ----------- FLOOR FLOOR - -- - -- - _-- - - - - - XISTING-R-91.0 NEW VINYL DING,STYLE - ------------ — VEB-T v I I CONTRACT M — _ — --- -- -------- — ------ 1I -- � ------------ --- I I4ND aER --- - --- TW3046 TW3046 = _ _ _ _ t--- - --- -- - - - flOW3046 -- N Z FIRST FIRST I � � FLOOR -�� FLOOR sraTus 0? EX — — GRADE GRADE 0 N 1 1 I I I SHEET TITLE Z _j r�-- - - -- - - --- - - - -- - - - -- - - -- - - - - -LI_ _j 17- s __j _ �- -- -- -- rr -j � L-I-- - - -- - - ----- -- --- -- - - -- - - - - -1 i o ELEVATIONS EXISTING CONC. J -J I EXISTING CONC. I � _ FOOTING BELOW GRADE I f - F I FOOTING BELOW GRADE -- - --- --IT— J I--- --- - - - - --- - - - -- - - - - - - -- - - -- - -I- - - - - --- ---- -- -- ---� o w - -L-- - JL- -- -- - - - --- -- ---- --- - ---- ---- ---- -- -- -- -- - -- - - - -- - -� East Elevation North Elevation SHLEI# o SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" I A 1 ■ „I i�'il I ,i �p1lliii ( v UPLIFT STRAP CONNECTION REQUIREMENTS a ' architects TABLE 3.1 NAILING SCHEDULE AS PER ANSI/AF&PA WFCM-1995 (ROOF-TQ-WALL,WALL-TO-WALL,AND WALL-To-FOUNDATION).(TABLE 3.3B' A HOT TABLE 1. MINIMUM INSULATION THICKNESS FOR CIRCULATING G O WATER PIPES ..; NUMBER of FASTEST MILE VVINDSPEED(NIPH) INSULATION THICKNESS IN INCHES BY PIPE SIZES ( '�- JOINT DESCRIPTION NAIL SPACING FRAMING FRAMING COMMON NAILS GL n1�H HEATED WATER NON-CIRCULATING RUNOUTS CIRCULATING MAINS AND RUNOUTS Sp ACING ROOF SPAN AN(FT.) SPACING ROOF SPAN(FT.) ROOF FRAMING (IN.) NAILS IPJ EA.END OF (IN. r O UP T01" UP TO 1.25" 1.5"TO 2.0" OVER 2" , { engineers JAILS IN EA.END OF TEMPERATURE F " RAFTER TO TOP PLATE(TOE-NAILED): 1,'x20 GAGE STRAP 1,"x20 GAGE STRAP 170-180 0.5 1.0 1.5 2.0 hIni �)yC G 12"O.C.SPACING (3)8d PER RAFTER 12'-0' (2)8tl 12'-0" (2)8d 140-160 0.5 0.5 1.0 1.5 16"O.C.SPACING (3)8d PER RAFTER 16-C" (2)8d 16'-0" (3)8,14 100-130 1 0.5 0.5 1 0.5 1.0 CEILING JOIST TO TOP PLATE(TOE-NAILED): 20'-0" (2)8d 20'-0" (3)8d h" 12"O.C.SPACING (3)8d PER JOIST 12 24'-0" (2)8d 19.2 24'-0" (4)8d 16"O.C.SPACING ' (3)8d PER JOIST 28'-0" (3)8d 28'-0" (4)8d TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES Melville, NY 11747 CEILING JOIST TO PARALLEL RAFTER(FACE NAILED): ROOF SPAN 32'-0" (3)8d 32'-0" (4)8d 12'-0" 20'-0" 28'-0" 36'-0" 36'-0" (3)8d 36'-0" (5)8d 538 Broad Hollow Road Albany, NY 12205 PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE 12"O.C.SPACING 3:12 PITCH (4)16d (6)1Cc (8)tid (1 i)16C EACH LAP 12'-C" (2)8d 12'-0" (3)8d 4th Floor East New York, NY 10001 16"O.C.SPACING 3:12 PITCH (5)i,Sd (8)1ec (11)16d (14')16c EACH LAP 161-011 (2 8d 16'-0" (3)8d TYPES RANGE(F) 2"RUNOUTS 1"AND LESS 1.25"TO 2" 2.5"TO 4" 20'-0" (3)8d 20'-0" (4}8d HEATING SYSTEMS Melville, NY 11747 White Plains, NY 10604 12"O.C.SPACING 4:12 PITCH (3)13d (b)16d (6)13d (8)16C EACH LAP P:(631)756-8000 New City, NY 10956 16"O.C.SPACING 4:12 PITCH (4)15d (6)160 (8)16d (11)16C EACH LAP 1b 24'-0" (3)8d 24 24'-0" (4)8d LOW PRESSURE/TEMPERATURE 201 250 1.0 1.5 1.5 2.0 F:(631)694-4122 28'-0" (3)8d 28'-0" (5)8d LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 Parsippany, NJ 07054 12"O.C.SPACING 5:12 PITCH (3)13d (4)160 (5)13d (7)led EACH LAP 32-0" (4)8d 32'-0" (5)8d STEAM CONDENSATE(FOR FEED WATER) ANY 1.0 1.0 1.5 2.0 Howell, NJ 07731 16"O.C.SPACING 5:12 PITCH (3)16d (6)16c (7)16d (0)160 EACH LAP 36'-0" (4)8d 36'-0" 1 (6)8d COOLING SYSTEMS 12"O.C.SPACING 7:12 PITCH (3)13d (3)1CC (4)16d (5)160 EACH LAP CHILLED WATER,REFRIGERANT 201-250 1.0 1.5 1.5 2.0 i6"O.C.SPACING 7:12 PITCH (3)13d 4 1Cc � 1x1 � P 1 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. OF WALL CONSULTANTS: O ( 1 O1 EACH LA. SHEATHING IS NAILED 3"014-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS ANDBRINE 1 120-200 1 0.5 1.0 1.0 1.5 12"O.C.SPACING 9:12 PITCH (3)13d (3)160 (3)16d (4)164 EACH LAP FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO 16"O.C.SPACING 9:12 PITCH (3)16d (3)160 (4)16d (5)164+ EACH LAP MAINTAIN THE LOAD PATH. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS*AS PER 12"O.C.SPACING 12:12 PITCH (3)16d (3)1ec (3)16d (3)16d EACH LAP 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER CF NAILS SHALL BE TABLE R301.6 C=THE RESIDENTIAL CODE OF NEW YORK 16"O.C.SPACING 12:12 PITCH (3)16d (3)16C (3)1,3d (4)16d EACH LAP PERMITTED TO BE REDUCED TO(1)16d NAIL PER FOOT, TJ,ELE 83016 % CEILING JOIST LAPS OVER PARTITIONS(FACE NAILED): ROOF SPAN ALLOWABLE LLG,ti'ABLE DEFLECTION OF sTR cTURnL III TO TOP PLATE 1 CEILING JOIST TO TOP PLATE JOINT NOTES(TABLE 3.3A ANSI/AF&°A WFCh1 1995): STRUCTURAL fv1EP;1BEP, DEFLECTION 12'-0" 20'-0" 28'-0" 3n'-0" A_LG':NF+BLE 12"O.C.SPACING 3:12 PITCH (4)16d (5)1Cr, )15d -10d BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR 8d CO''a1P"SON NAILS STRUCTURAL MEMBER DEFLECTION (8, (t 1)1ec EACH LAP RAFTERS HAVING SLOPES GREATER THAN 312 0180 16"O.C.SPACING 3:12 PITCH (b)15d (8)166 (11)13d (14)16d EACH LAP -WHEN CEILING JOIST ARE INSTALLED PARALLEL TO RAFTERS,THE SUPT OF THE TOENAILS IN THE RAFTER AND WITH NO FINISHED CEILING ATTACHED TO Ratters h3virg slopes greater tlan 3:12 with no fir isned cet r g 12"O.C.SPACING 4:12 PITCH (3)1x1 (5)160 AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED RAFTERS attached to rafters L 180 (6)txd (8)160 EACH LAP 16"O.C.SPACING 4:12 PITCH (4)13d (6)1cc (8)1uINTERIOR WALLS AND PARTITIONS H/180d (11)16d EACH LAP Intericr walls and partitions H1180 MARK DATE DESCRIPTION -TO AVOID SPLITTING,NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH SIDE OF THE RAFTER OR CEILING FLOORS AND PLASTERED CEILINGS U360 12"O.C.SPACING 5:12 PITCH (3)15d (4)led (5)16d (7)16d EACH LAP JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A.2x6 TOP PLATE Floors and plastered ceilings L360 16"O.C.SPACING 5:12 PITCH (3)16d (b)111 (7)164 (9)16d ALL OTHER STRUCTURAL MEMBERS U240 EACH LAP CEILING JOIST TO PARALLEL RAFTER/CEILING JOIST LAPS OVER PARTITIONS JOINT NOTES All ctl er stnacLaral rr err hers L240 12"O.C.SPACING 7:12 PITCH (3)rid (3)1rA (4)lid (5)1cd EACH LAP (TABLE 3.1 ANSIIAF&PA WFCM-1995): EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 Exterior walls wih plaster or stucco finish H SFA (b)13d (6) ud EACH LAP -NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25%IF NAILS ARE CLINCHED EXTERIOR WALLS-WIND LOADS WITH BRITTLe 0240 16"O.C.SPACING 7:12 PITCH (3)16d {a)1ec 1- FINISHES Exterior walls-wind loads with brittle firiirhes U240 12"O.C.SPACING 9:12 PITCH (3)16d (3)Ice (3)134 (4)16d EACH LAP -HEEL JOINT CONNECTIONS ARE NOT REQUIRED%"JHEN THE RIDGE IS SUPPORTED BY A LCADBEARING WALL,HEADERr nr 16"O.C.SPACING 9:12 PITCH (3)13d (-,4)1 64 (4)1-3d (5)16d EACH LAP EXTERIOR WALLS LLS V r IND LOADS WITH FLEXIBL 0120 Exterior wills-winds(cads with flexible finishes U120 OR RIDGE BEAM FINISHES 12"O.C.SPACING 12:12 PITCH (3)1 I (3)160 (3)rad (3)16d EACH LAP NOTE:L=SPAN LENGTH,H=SPAN HEIGHT 16"O.C.SPACING 12:12 PITCH (3)16d (3)160 (3)164 (0)160 EACH LAP WALL, INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD BEARING WALL,THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 THELE 83)1.4 RIDGE STRAPPING(TABLE 3.4) SPAN PROPORTIONALLY TO THE REDUCTION IN SPAN TIMES THE CONIPONENT AND CLADDING LOADS FOR THE r,1INIMl_Itti'JNIFCRMLY DISTRBUTED LIVE LOADS 12'-0" (2)8d PURPOSES OF THE DETERIAINiNG DEFLECTION LIMITS HEREIN ;ir poi,ids per square f0I 16-0" (3)8d -EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES - 20'-0" (4)8d USE LIVE EGAD -TABULATED HEEL JOINT CONNECTIONREQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE 312 PITCH 24'-0" (4)8d EACH END OF STRAP 28'-0" 5 BOTTCM OF THE ATTIC SPACE. WHEN CEILING JOIST OR RAFTER TIES.ARE LOCATED HIGHER IN THE ATTIC SPACE DESIGN LOADS AND SPECIFICATIONS Exterior balconies °J ( }8d THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOVTING FACTORS: 32'-0" (5)IId Cocks 40 36'-0" (6)8d "Ell -1146 7 -E_LJ:ANT`:,;I dEi,Tl,_N cLIL I%-LI-HTLLLJ INT.,;r,N-.TI_rJ GROUND SNOW LOAD 45 PSF P00- RIDGE-0GHT ACJ JSTM=NTFACTCRS RJUF =NLL3iT RIDGADJUSTMEI1TFACTORS Passengerve,ri le garages 50 12'-0" (2)8d 6;6 3.raJ va 1 CEILING LIVE LOAD 20 PSF 13MAY16 ISSUED 15-0" (2)8d 4b b.00 14 1.Js SECOND FLOOR LIVE LOAD 30 PSF Attics withcutstor3ge 10 22APR16 ISSUED ,u4 4.!: 1!6 I.2b 20'-0" (3)8d FIRST FLOOR LIVE LOAD 40 PSF Attics wit?stcraae 20 ub Ci! P) Lt. - 4:12 PITCH 24'-0" (3)8d EACH END OF STRAP 1.2 2.Gii vl, 1.11 WIND SPEED 120 MPH N1<uJLcl#: SEAL 28'-0" (4)8d 1++ tiles accesser,Ly a fixed stariv'ray(s'ec.P.502.3.1) 30 SEISMIC DESIGN CATEGORY C MARN-1602 32'-0" (4)8d Rcc'rs ether tia'r sb:epir g roans 40 WEATHERINDEX SEVERE -T E 36'-0" (5)8d COLLAR TIE TO RAFTER NOTES(TABLE 3.4 ANSIIAF&PA WFCM-1995): DATE: �S ,9 sleeting roans 30 x 1Z'0" (2)8d -TABULATED CONNECTION REQ'JIREf,;1ENTS ARE BASED ON TOTAL UPLIFT MINUS 2r3 OF THE ROOF ASSEMBLY DEAD LOAD FROST LINE DEPTH 3 FEET (2/3 x 10psf) TERMITE MODERATE TO HEAVY FEBRUARY 2016 16'-0" (2)8d St3irs 4U _ 20'-0" (2)8d -WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END CF THE STRAP IS EQUAL TO 1 Ai'JD THE FRAMING DECAY SLIGHT TO MODERATE Guardrails a'id I-andrails 200 DESIGNLD LAY: ) 5:12 PITCH 24'-0" (3)8d EACH END OF STRAP IS ATTACHED IN ACCORDANCE WITH TABLE 3.1,THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT REQUIRED WINTER DESIGN TEMPERATURE 13 �� 1g � 00 • 28'-0° (3)IId ICE SHIELD UNDERLAYPAENT REQUIRED YES NATE: MJB i. -",.l . ,¢•, � C7 32'-0" (4)8d -WHEN A COLOR TIE IS USED IN LIEU OF A RIDGE STRAP,THE N'JP;1BER CF 10d COMMON NAILS REQUIRED IN EACH DRAWN BY: q�1 END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8d NAILS 1Pd A STEEL STRAP PROJECT COMPLIES WITH 2007 RESIDENTIAL CODE OF NEW YORK STATE 36'-0° (4)8d WARM ROOF SNOW LOADS: RLHJcc 12'-0" (2)8d -TABI,'L4 T ED CONNECTION REQUIREMENTS ARE BASED ON 12"RIDGE STRAP SPACING,FOR DIFFERENT RIDGE STRAP � ,'F 16-0" 2 8d SPACING MULTIPLY THE TABULATED VALUES BY THE APPROPRIATE P;iULTIPLIER BELOW:IF I HE NUMBER C. NAILS IN AS PER TABLE ASCE 7 98 SECT.7.4 AND FIGURE 7 2 G c o n r C TABUIE R3�'I2.I2 :FILCKLD BY. RILVILWII_L)BY: �ar ( ) wlitD=BI Rid D BPiB PF�.TE-CTI F11 AST�FIIt�s EACH END OF THE RIDGE STRAP EXCEEDS 8,SPECIAL CONNECTION HARDWARE IS REQUIRED EPS MJB _ SGkII DULL FR III STPi1CPUPAL PikMELS - SLOPE CS GSL LIVE LOAD 6:12 PITCH 24'-0" (3)8d EACH END OF STP,AP FIC6=(c`4N, _. IVPJ SPA"INS(II1.i 11 ib 1-:.2 �4 4e rt 3:12 0.85 X 45 PSF 40 PSF USE ��ST T1 R 8}'ACIt1C� nareRa�ouoPr-;� ori_'rr�rarer.c�rro+aue rasco 28'-0" (3)8d ( ) _.., III.IL-IPLIER 1.iY? L1,b 1 e! 2.0A 4.UJ b.t+? 32'-0" (3)8d 4:12 (0.8) X (45 PSF) 36 PSF F,4STP Panel an 4 foot 6 foot CL1LNi < <panel span <panel span 36 0" (4)8d -TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF 15 FEET 5:12 (0.74 X (45 PSP) 34 PSF T� 4 foot <6 foot =8 foot M M A RI N RESTORATION 12'-0" (1)8d OR LESS,THE TABULATED VALUES SHALL BE PERMITTED TO BE MULTIPLIED BY C.80 6:12 0.67 X (45 PSF) 30 PSF 2j" "8 I6" 12" 9" 1�-0" (2)8tl TABLE 3.8 ROOF SHEATHING ATTACHN1ENT REQUIREMENTS FOR V' 7:12 0.6 X (45 PSP) 27 PSF Woo screws 20'-0" (2}IItl SING LOADS 2j" '8 16" Ib" 12" INCE AS PER ANSI/1 F&PA,WFCM-1995 8:12 (0.56 X (45 PSF) 25 PSF Wood screws E 7:12 12:12 PITCH 24'-0" (2)8d EACH END OF STRAP STRUCTURAL SHEATHING MAXIMUM 9:12 0.51 X (45 PSF) 23 PSF 28'-0" (3)8d RAFTER/TRUSS NAIL SPACING FOR 8d COMMON 10:12 0.48 X (45 PSF) 22 PSF 32'0" (3)8d S NAILS INCHES,O.C. WIND=&2IE DEBRIS PMICH SHEATHING LOCATION SPACING ( ) 11:12 0.44 X (45 PSF) 20 PSF 36-0" (3)8d (INCHES,O.C.) 110 MPH ZONE 120 MPH ZONE In areas determined bg the local munuciplill to be within BLOCKING TO RAFTER(TICE-NAILED) (2)'8d EACH END 12:12 0.38) X (45 PSF) 18 PSF the "Wind=Borne Debris Psgion"all glass shall be E F E F protected with plywood panels as per Iiiii 12,( xception RIM BOARD TO RAFTER(END NAILED) (2)16d EACH END 12"O.C. 6 12' 6 6 Exception. Wood structural panels with a minimum thickness of WALL FRAMING 4'PERIMETER EDGE ZONE "CII.1 mm)and a maximum span o€8€eet12438 mm)shall be 16"O.C. 6 6 6" 6 p REPAIR FIRE DAMAGE h;11NIf;�1UP�"DESIGN DEAD LOADS AS PER ppermitted in opening protection In one= and two-story TOP PLATE TO TOP PLATE(FACE NAILED) (2)16d PER FOOT 12"O.C. 6 12 6 12 TABLE C3-1 ASCE 7-98 buildings.Panels shaft be precut to cover the glazed QQ TOP PLATE AT INTERSECTIONS(FACE NAILED) (4)16d JOINTS-EACH SIDE INTERIOR LOCATION 16"O.C. 6 12- 6 12` openings with attachment hardware provided. WITH ADDITIONS GX STUD TO STUD(FACE NAILED) (2)16d 24"O.C. LOAD Attaohments shall be provided In accordance with Table GABLEENDWALLRAKEANDR.,AKETRUSS 4 4 4^ 4 ' COMPONENT MIZ2.12gor shall be designed to resist the components and ALTERATIONS TO � (pso eladdin loads determined In accordance with the HEADER TO HEADER(FACE NAILED) 16d 16"O.C.ALONG EDGES provisions of the Building Code of New York State, m TOP OR BOTTOM PLATE TO STUD(END NAILED): C E I L I N G S EXISTING HOUSE RAFTER!TRUSS (2)16d PER 2x4 STUD MINIMUM NUMBER OF 8d COMMON GYPSUM BOARD(1!2-in.) 7.0 LOCATED AT: (3)16d PER 2x6 STUD SHEATHING SIZE SPACING NAILS PER SUPPORT (INCHES,O.C.) GYPSUM BOARD(518 in.) 9.0 BUILDING CODE CRITERIA (4)16d PER 2x8 STUD N BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 1x6 OR 1x8 SHEATHING 12-19.2 2 2 SUSPENDED STEEL CHANNEL SYSTEM 2.0 435 WILLOW POND LANE ENDJOIST,OR BLOCKING(FACE NAILED) (2)16d PER FCOT COVERINGS, ROOF, AND WALL 1x10 OR LARGER The following are excerpts of the Residential Code of the State of New York. SO UTH O L D NY, NY 11971 FLOOR FRAMING 12-19.2 3 3 ASPHALT SHINGLES 2.0 SHEATHING TABLE R301.2(1) IS JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) (4)8d PER JOIST GYPSUM SHEATHING,1/2-in 2.0 s BRIDGING TO JOIST(TOE NAILED) {2)8d EACH END E=NAIL SPACING AT PANEL EDGES(INCHES) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(INCHES) PLYWOCD(per 112-in.) 1.6 C BLOCKING To JOIST(TOE NAILED) (2)8d EACH END BLOCKING TO SILL OR TO TOP PLATE(TOE NAILED} (3)16d EACH BLOCK 1 FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH SIDE OF RIGID INSULATION,1/2-in. 0.75 h'IND SUBJEiT TO DAMAGE FROM LEDGER STRIP TO BEAM(FACE NAILED) (3)16d EACH JOIST THE ROOF PEAK,THE 4 FOOT PE=RIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 -c' ,A'ir ter Ice shield GROUND S=1„ IC N SNOW DESIGN Fast line Design underl3vmert Flood of JOIST ON LEDGER TO BEAPA(TOE NAILED) (3)8d PER JOIST 2 TABULATED 12 INCH.O.C.NAIL SPACING ASSUMES SHEATHING ATTACHEDTO RAFTER'TRUSS FRAMING MEMBERS BITUI'v11NOUS,SMOOTH SURFACE 1 5 SPEED/MPH! Y Weathering Termite Deca Tern re wired hazards EGAD CATEGCR• depth v P 4 BAND JOIST To JOIST(END NAILED) (3)16d PER JOIST WITH G>0.49. FOR FRAMING MEMDERS WITH G<0.49 G<0.49,THE NAIL SPACING SHALL BE REDUCED BY 6 INCH.O.C. WATERPROOFING MEMBRANE � BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) (2)16d PER FOOT 12U 776175 te t.„ -In nt to as r 3 TABULATED 6 INCH.O.C.NAIL SPACING ASSUMES SHEATHING P,TTACHEDTO RAFTER.+TRUSS FRAMING MEMBERS WITH FLOORS AND FLOOR FINISHES 45 Exposcrd? Suffolk:C Severe 3'-G" Heav Modera'.e Suffclk:13 Yes _ � ROOF SHEATHING G>C.49. FOR FRAMING MEMBERS V°vIITH G<0.49 G<0.49,THE NAIL SPACING SHALL BE REDUCED BY 4 INCH'.O.C. STRUCTURAL PANELS 8d SEE TABLE 3.8 a * * CERAMIC R QUARRY TILE(314-in.) 16.0 4 TABULATED 4 INCH.C.C.NAIL SPACING ASSUMES SHEATHING ATTACHEDTC RAFTERTRUSS FRAMING MEMBERS WITH ON 1,2-in.MORTAR BED o DIAGONAL BOARD SHEATHING R301.2.1.1 Design Criteria:Area located where wind speeds equal or exceeds 120 miles per hour.Design criteria based on American Forest and Paper 1"x6"OR 1"x8" (2)8d PER SUPPORT G>0.49. FOR FP,AMING NIEMBEP,S V1'ITH G<0.49 G<0.49,7HE NAIL SPACING SHALL BE REDUCED BY 3 INCH.O.C. HARDWOOD FLOORING,7/7-in. 4.0 Association(AF&PA)Wood Frame Construction Manual for One and Two Family Dwelling(WFCM). CONTRACT M 1"x10"OR WIDER (3)8d PER SUPPORT LINOLEUM OR ASPHALT TILE,1/4-in. 1.0 4 TABLE 3.9'vVALL SHEATHING ATT,ACHII ENT REQUIREMENTS FOR t^BIND LCADS CEILING SHEATHING AS PER A.NSIIAF&PA'v'VFCftJ-1995 SUBFLOORING,3/4-in. 3.0 u GYPSUM WALL BAORD 5d COOLERS 7"EDGE!10"FIELD STRUCTURAL SHEATHING OR PANEL SIDING FLOORS,WOOD JOIST(no plaster) 12-in. 16-in. L WALL SHEATHING c p NIAXlM,Ufv1 NAIL SPACING FOR 8d COP"^C,10N ( ) O.C. O.C. o JOIST SIZES in. o SHEATHING LOCATION STUD SPACING NAILS(INCHES,O.C.) (INCHES,C.C• Z 110 MPH ZONE 120PIE ZONE STRUCTURALPANELS 8d *SEE TABLE 3.9* ) 2x8 6 6 � FIBERBOARD PANELS E F E r 7/16" 6d 3"EDGE/6"FIELD 12"O.C. 6 12 6 12 25132" 8d 3"EDGE 16"FIELD 4'EDGE ZONE2x10 7 6 STATUS 16"O.C. 6 12 6 12' N GYPSUM WALL BAORD 5d COOLERS 7"EDGE/10"FIELD 2x12 8 7 � 12"O.C. 6 12 6 12 FRAME PARTITIONS 16"O.C. 6 12 6 12 HARDBOARD 8d *SEE TABLE 3.9` INTERIOR ZONE Y PARTICLEBOARD PANELS 8d *SEE TABLE 3.9* WOOD OR STEEL STUDS,V2-in.GYP.BOTH SIDES 8.0 cn DIAGONAL BOARD SHEATHING FRAME VV A L E S o STUD SPACING MINIMU?':„1 NUP,IBER OF 8d COP.MON SHEET TITLE z 1"x6"OR 1"x8^ (2)Sd PER SUPPORT SHEATHING SIZE (INCHES,O.C.) NAILS PER SUPPORT EXTERIOR STUD WALLS: � 1"x10"OP,WIDER (3)8tl PER SUPPORT FLOOR SHEATHING 1x6 OR 1x8 SHEATHING 12-19.2 2 2 2x4 cJ 16-in.,518-in,GYPSUM, STRUCTURAL PANELS 1x10 OR LARGER 12-19.2 3 3 INSULATED,3/8-in.SIDING 11.0 1 INCH OR LESS 8d 6"EDGE/12"FIELD SHEATHING 2x6 @ 16-in.,a8 In.GYPSUM, 12.0 GREATER THAN 1 INCH 10d 6"EDGE 16"FIELD E=NAIL SPACING AT PANEL EDGES(INCHES) INSULATED,3/8-in.SIDING F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(INCHES) v DIAGONAL BOARD SHEATHING w EXTERIOR STUD WALLS V)ITH BRICK VENEER 48.0 0 1"x6"OR 1"x8" (2)8d PER SUPPORT 1 FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENTS SHALL BE USED cl 1"x10"OR WIDER (3)8d PER SUPPOP,T *WEIGHTS OF MASONARY INCLUDE MOTAR BUT NOT PLASTER. FOR a PLASTER,ADD 5 iblfti FOR EACH FACE PLASTERED. VALUES 2 TABULATED 12 INCH C.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUDFRAP,IE MEMBERS WITH G>0.49, SHEET# o FOR FRAMIN-0 MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. GIVEN REPRESENT AVERAGES. IN SOME CASES THERE IS A a CONSIDERABLE RANGE OF ^JEIGHT FOR THE SAME CONSTRUCTION. 1 � 3 FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TOBE SUBSITUTED FOR COMMON NAILS m4 nI m A L U