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Home My WebLink About38733-Z zrix - , gu 0044'Town of Southold , 0 ae ., 9/11/2015 cf" `/a`. P.O.Box 1179 53095 Main Rd ©y�Ql -ad Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37772 Date: 9/11/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 63735 CR 48, Greenport SCTM#: 473889 Sec/Block/Lot: 40.-1-20.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/10/2014 pursuant to which Building Permit No. 38733 dated 3/26/2014 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: one family dwelling with decks, second floor deck and attached 3 car garage as applied for. The certificate is issued to Zahler,Kenneth&Joann of the aforesaid building. SUFFOLK COUNTY-DEPARTMENT OF HEALTH APPROVAL R10-13-0059 9/3/2015 ELECTRICAL CERTIFICATE NO. 38733 9/10/2015 PLUMBERS CERTIFICATION DATED 9/1/2015 Richard Gatto Aa7 { )thglnature � TOWN OF SOUTHOLD �‘ BUILDING DEPARTMENT TOWN CLERK'S OFFICE oma 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#: 38733 Date: 3/26/2014 Permission is hereby granted to: Zahler, Kenneth & Joann 430 Moores Lane Cutchogue, NY 11935 To: Construction of a new single family as applied for per SCHD approval. At premises located at: 63735 CR 48, Greenport SCTM # 473889 Sec/Block/Lot# 40.-1-20.2 Pursuant to application dated 3/10/2014 and approved by the Building Inspector. To expire on 9/25/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,738.00 CO -NEW DWELLING $50.00 Total: $1,788.00 '6 (; Building Inspector Form No.6 TOWN OF SOUTHOLD 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 ofproperty with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. ofwater supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board ofFire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrialbuilding, 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 ofproperty 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 ofOccupancy-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 ofOccupancy on Pre-existing Building- $100.00 3. Copy of Certificate ofOccupancy- $.25 4. Updated Certificate ofOccupancy- $50.00 5. Temporary Certificate ofOccupancy-Residential$15.00,Commercial$15.00 Date. 2/27/2014 New Construction: X X Old or Pre-existing Building: (check one) LocationofProperty: 63735 Route 48 , Greenport , NY 11944 House No. Street Hamlet Owner or OwnersofProperty: Kenneth B . Zahler & Joann Zahler Su$olk County Tax Map No 1000, Section 0 4 0 .0 0 Block 01 .0 0 Lot 0 2 0 . 0 0 2 Subdivision Filed Map. Lot: Permit No. Date ofPermit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: XX (check one) Fee Submitted:$ 5 0 .0 0 A.. an -"a/ .ture ��r ri 4c S®Ujyo Town Hall Annex `'1 �® l� : Telephone(631)765-1802 54375 Main Road i ilig ilig Z Fax(631)765-9502 P.O.Box 1179 % co b % Southold,NY 11971-0959 .Oy `` -\ i roger.richert(a�town.southold.ny.us . • • OOlio rrr/ .•rr BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ken Zahler Address: 63735 Route 48 City: Greenport St: New York Zip: 11944 Building Permit#: 38733 Section. 40 Block: 1 Lot: 20.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Buchanan Electric License No: 52350-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 300A Heat GAS Duplec Recpt 67 Ceiling Fixtures 31 HID Fixtures Service 3 ph Hot Water GFCI Recpt 19 Wall Fixtures 27 Smoke Detectors Main Panel 2-150 NC Condenser 2 Single Recpt Recessed Fixtures 50 CO Detectors Sub Panel A/C Blower , 2 Range Recpt Fluorescent Fixture 4 Pumps Transformer Appliances DW Dryer Recpt 1-20/ Emergency Fixtures Time Clocks Disconnect 2-150 Switches 73 Twist Lock Exit Fixtures TVSS Other Equipment: 6- Exhaust Fans, 1-Oven, 1- Gas Cook Top, 1- Paddle Fan, 5-ARC Fault Circuit Breakers Notes: Inspector Signature: ---- Date: September 3, 2015 Electrical 81 Compliance Form.xls • Town Hall Annex �' ~® l® ,,,:tTelephone(631)765-1802 54375 Main Road i41‘ ' ' ; Fax(631)765-9502 P.O.Box 1179G � Southold,NY 11971-0959 % It' ,�a® it 01 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 9/1/2015 Building Permit No. 38733 Owner: KENNETH B . ZAHLER & JOANN ZAHLER (Pleasel)wprint) Plumber: (A-vd G 0'IT° ' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% • lead. r ' I i i p , l � , (Plumbers Signature) Sworn to before me this Z day of SC CA L s•l c(20 1 c Q1T_ :::) . .."•-\"'•A--- Notary Public, County A I Notary Public E State New York NO.0151'6236460 Qualified in Suffolk County f My Commission Expires Feb 28,2019 L 09/24/2014 07:38PM 6312849860 BUCHANAN ELECTRIC PAGE 01/01 09-24-14;13:48 ; 2849880 ; # 1/ 2 ` Town Han Annex rnx ; * ANO Tel phwtr OM 765-1802 54375 Maur Road G31>7 t1,c�_r3vx.t t79 v U 61 .7,__Th &udmpkt,NY 11971.0959 �� ,F • C 1, f U Li R4L UU)INC DEPARTMENT a SEP 2 5 2014 TOWN OF SOUTHOLD APPLICATION_1 Q ELECTRICAL_INSPE TION•TOWN OF SOUTHOLD - iwn.r.. —.. .. -- . . . . n.—... .. REQUESTED BY: Data: `f I),14 . 1,Li Company Name: 5 f�-r] F}-r'1 fLeur IC e_.. Name: £dw40( ,c_ig.ricl n . _._ License No.: 54 5d- M . ddress: F.c9. go DL i _ , # '.L.• '- . 'N Phone No,: (P31 - ; 3 0 - JOSSITE INFORMATION: (Indicates required information) Name: K e.rL _ r✓_-.. . . *Address: . '313 k '_- G-reel, Pr + Ni - *CrQss&ram: vV e�d-- *Phone No.: 623 I iS 3C7 - '7 7 39 Permit No.: Tex Map District 1000 Section: Block: Lot *BRIEF DESCRIPTION,OF WORK(Please-Print Clearly) kire. ..g sfimi c Fo'h�S i•f.�v�e.d ln W ire,6 t5r f .Rn'lx Fleur For I �jf+(1-S a-cd coi-?e..i-S. 17.1.1171-0-0e41-. Siry(cam. r.'irfS J7ran1r� .s ` ' �rr2 'an- .,dat..,IV ( 0 'de .e„d,Li) aa " -i ,r i,4e .s.(a-tv . (Pleases Circle Alt That Apply) _ is job ready for inspection; jj NO - 'Ugh In Final "Do you need a Temp Certificate: YES ! NO Temp Information(If needed) *Service Size: = Vilma 100 1.50 200 300 350 400 Other *New Service: Re-connect d dergruu • Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for mspectIon Form ,,,o 0 SOpjol. 5° � i# 4' J ` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ON [ ]] CAULKING REMARKS: ai. /2-2-e0d -/ id-ec DO NOT Imo=WITH =MS SQL zun t OF FOUNDATION LOCATION HAS R!FFN APPROVE/ DATE INSPECTOR 2-2- -04 \ '� # �p 1%, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [ NDATION 1ST . [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIOJI [ ] CAULKING REMARKS: ,� - -� 64. 6-27.,..e--ez/vi DATE �'efrINSPECTOR 9/"C-c-e-'479 _I 1��o��OF SO(/0€T�olo`\ 3 8 73 3 ... $ .„ , , - ...„.. _pis. ,y00UPIPl,.. 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION : ,. - [ ] FOU ATION 1ST [ ROUGH PLUMBING /�J S5- [ ] F NDATION 2ND [ ] INSULATION [ FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /kb& ' ' c5-e-- :, _-.ora i))i c..e (,iiii-4-7 :t : I Led f-' ti-ke , ‘t---- ( I e "":. . c fir/ r_ - _ /1 <� :tea.. 4r DATE Lr,. t a INSPECTOR 1 333f3 �'��*OF S,,,,,0of, lo` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI9N [ ] FOUNDATION 1ST [ OUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: w i� bk-A____ ,..SI V3 (96, DATINSPECTOR ..,/ge--7 :4A-1 38 7 3 3 oss ,,,,,,, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 iNSPECT)ON; [ ] FOUNDATION 1ST [ ' ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /6V ft.....1) kyt."4.441.0,r CAI( cue-co) DATE * VL INSPECTOR �1i (� ,�OF SO(/4 ,1 fig) . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 it4de- INSPEC) ION J.,.---- FOUNDATION 1ST [ OUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: '/?4--J'-'-e-d _ . Okc 606'11‘� —d- DATE fc INSPECTOR /� 1"Orf,�OF SOUT,��t,` 77 C, j TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ , ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 77-6ce-ese DATE r INSPECTOR '` L ,,,,,,,, ��,ho�co ‘,, SOUI,��lo ss: :` ,f Ai'?"�2 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO LUMBING [ ] FOUNDATION 2ND INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTR AL (FINAL) - [ ] CODE VIOLATION HULKING REMA : KS: 0 I , '' /: : _, i AL z""ti7 / .iii.., , , AiiiiW..al 0m r -- .,,,,• ,, , = , .-� `P 7,,e....... ..,...(.._ r DATE 789 (d3 7 INSPECTOR it ,,,,,,,,,, 3• l , ` , 1,,�o��f SOUTyo`o\` ,r , r TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION' [ ] FOUNDATION 1ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] $ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VV- LATION [ ] AULKING REMARKS: 3 el /4:4--cfe_ 0-) / tU0)-A- &ck— 14-074-1----- C- -40 0-cc-ALA.-I_ cY.treAr- C Gt- . it(17t-r 4, Co-4 0-0 #14e-te,A-k c(C/14-0 C1 �� ,e) h t 7 4 Adit, Gam(•. fit( & AY f r.—_ 3 04 s^ (1 0 DATE AI INSPECTOR �I - - /31373 SOW% 6<loss; * * _pov TOWN OF SOUTHOLD BUILDING' DEPT; 765-1802 INSPECTIO „ FOUNDATION 1ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] IISiLATION [ ] FRAMING / STRAPPING [ FINAL • [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ 1 CAULKING REMARKS: dilef DATE INSPECTOR Aar ,,40S01/44„,-_,o 0€ SUIVI'l,N�1" TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, , [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ -] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: oK DATE INSPECTOR Fire Tower Engineered Timber, Inc. 3 June 2o1412 E C 2 I1 X11 E Mike Verity, Building Inspector l� 5 1J Town of Southold JUN - 3 2014 PO Box 1179 Southold,NY 11971 BLDG. DEPT. Re: Findings on Foundation Rebar —Zahler Residence TOWN OF SOUTHOLD Dear Mr.Verity, I am the engineer-of-record on the Zahler residence,now under construction in your jurisdiction. I understand that the foundation walls were poured before you had the opportunity to inspect the rebar that I specified. I really appreciate your bringing this to my attention. I have interviewed members of the design and construction team. I have had the chance to study a photo image of one of the walls; after it was formed and before it was poured. The rebar was clearly visible in that image. Based on this investigation, I am prepared to certify that the rebar—as specified—was installed in the Zahler foundation walls. I hope that this will allow the construction to resume and urge you to call me with any further questions that may arise during construction. I appreciate your professional approach and willingness to work with us on this issue. Sincerely, / � . � , • -Viy • co 4 '�� 1 f * CO 4 111 *W 1 VIA 1. t"411.0' � ui 1(obe/-r)t(Ben) ngra er, Ph.D., P.E. Z024.,o 087 „O Xe:Yankee Barn Homes RVFESSIO°' Page J i FIRE TOWER 27 Sims Avenue,Unit 2R ENGINEERED TIMBER Providence,RI 029og 27 Sims Ave.,Unit 2R 401.654.4600 (401)654-4600 ext.201 Providence,RI 02909 ben@ftet.com ben@ftet.com Robert L. Brungraber, Ph.D., P.E. 2014.06.03 11:51:10-04'00' t Fire Tower Engineered Timber, Inc. , . :,.. L. L C- ElryED 15 September 2014 SEP 22/ 2 ?4 /Mike Verity, Building Inspector Town of Southold BLDG DEPT PO BOX 1179 TOWN OF SOUTHOLD Southold, NY 11971 Re: Prefabricated(Closed) Roof Panels –Zahler Residence Dear Mr.Verity, I am the engineer-of-record on the Zahler residence, now under construction in your jurisdiction. I understand that you have expressed concern over not being able to inspect , the inner workings of the prefabricated and closed roof panels on that home. �' Yankee Barn Homes designed the home, with our structural input. They also fabricated and installed the supporting timber frame and enclosure envelope-roof and walls. The roof panel assembly included the finished surface, drywall, on the interior. Yankee Barn Homes holds ICC certification for these components. One of my partners,Joe Miller, Ph.D., P.E.,also worked directly with them for several years and helped to establish their quality control procedures. Based on this, I am prepared to certify that the roof panels on the Zahler home were fabricated as specified in the record documents. - I appreciate your professional approach and continued attention to detail on this home. Sincerely, / :04 riitApi , . • r O (. �Por 'aA,, ,`13 lY 51 .,Z .`��rt � 1� z Robert(Ben) . :rung ber, Ph.D., P.E. N — & (O 087281 e' Xc:Yankee Barn Io •s AR0EEssIONP`' Page I 1 FIRE TOWER 27Sims Avenue,Unit 2R ENGINEERED TIMBER Providence,RI 02909 27 Sims Ave.,Unit 2R 401.654.4600 (401)654-4600 ext.201 Providence,RI 02909 ben@ftet.com ben@ftet.com Robert L Brungraber, Ph D., P.E. 2014.09.15 14:40:30-04'00' t r OCT08 2014 BLDG DEPT TOWN OF SOUTHOLD Fire Tower Engineered Timber, Inc. October 8, 2014 Mike Verity, Building Inspector Town of Southold PO Box 1179 Southold, NY 11971 Re: Prefabricated (Closed) Roof Panels —Zahler Residence Dear Mr.Verity, I am the engineer-of-record on the Zahler residence, now under construction in your jurisdiction. I understand that you have expressed concern over not being able to inspect the inner workings of the prefabricated and closed roof panels on that home. Yankee Barn Homes designed the home,with our structural input. They also fabricated and installed the supporting timber frame and enclosure envelope -roof and walls. The roof panel assembly included the finished surface, drywall, on the interior. Yankee Barn Homes holds ICC certification for these components. My partner, Joe Miller, Ph.D., P.E.,worked directly with them for several years and helped to establish their quality control procedures. Based on this, I am certifying that the roof panels on the Zahler home were fabricated as specified in the record documents. Specifically, I certify that the panels meet the wind load requirements - and that the framing and strapping were done to NYS Building Code provisions. Sincerely, (7 067:q 7; �- . e,'1• • //,,, all , i / Robert (Ben) . :rung aber, Ph.D., P.E. m a k ' I ZN ,r-c:• 0 Xc: Yankee Barn o • -s t O87281 <, Page 1 AROFEssi0' 27 Sims Avenue,Unit 2R F I RE T OWE R Providence,RI 02909 (401)654-4600 ext.201 ben@ftet.com ENGINEER D T I M I3 R 27 Sims Ave.,Unitt 2R 401.654.4600 Providence,RI 02909 ben@ftet.com Robert L. Brungraber, Ph.D., P E. 2014.10.08 11:11.21-04'00' S U T E R AND S U T E R DESIGN • ARCHITECTURE • LANDSCAPE Town of Southold October 13,2014 54375 Route 25 P.O. Box 1179 Southold, N.Y. 11971 Re: 63735 Route 48(North Rd.) Fire caulking This letter is to certify that the fire caulking installed at the above referenced address has been installed as per all local and New York State building code requirements. This also certifies that the rigid insulation installed in the wall and ceiling panels meets or exceeds the required R-value of the New York State Energy Conservation Code and is as follows. Wall panels—R-value=26.2 Roof panels-R-values=43.5 • ii, 1-1 I Et iC ��M��{J 1 ,, sit r ti� - Ov ,$4,4%,/4,11. \ BLDG DEPT. I �_'-''" w TTDWN OF SOUTHOLD Sincerely, C'" ;; - r c1."' 'dam Richard Suter RA P.O. BOX 1709 124 JESSUP AVENUE QUOGUE, NY 11959 631 . 653 . 3877 www.suterandsuter.com FAX 6 3 1 . 6 5 3 . 3 8 7 8 FIELD INSPECTION ON REPO RT DATE ,,� COMIVIENTS �� lid Ute, FOUNDATION(1ST) r `' - -• �� • / _ 1 �i , � l, . " ,,, ,,, ..,„ _ ,,,,f, 7 . _/ ..„.6..eerv. , A , 7. FOUNDATION(SND) 1 L I (en" tmi "l0 i/e "x.-/_,40-/-f , ,....,_ Ave...A./L., . .. . . . . . # fC(.76 - --, — Cili, 6`1,1A. .41.4,--Z, , C.)3 c.) • ROUGH SCF& _. ��"��. tzi PLUIVIBIl'IG w , yJ ' _ � \ H Cf//' tc..,-- 0,46(-__ ' (,/(A-76 . . "( 1 1,_ -Q... 1 4-2 / A i i. "44,../ A-04..."-F-4-Lfri. 4e-/P-e5:4:1174.0' ....7N. INSULATION P /,/ /r _> s� �. - 4":''" ,C _'H �r STATE ENERGY CODE • E l • r 1 • 101Wild id e ce cicc1 %- -e er c&. �} i ,UVB//° , 4 F.s;moo, 9v 1 ko 1 aq, .eP c 's i o -�-�-- corks( b t.re y �c ' .3 /x',;71,,,. ("#, ' d ) - FINAL ,, _, 7.._.. _-f.e'LL: Gd--„Ei; / ,,,, - _, .-4 . -5-4/..frt...-- ,44.1 :mu.-, 4., G ly. / Y*4../ ,014-4,44- Kit/ AZ;...6.1` • . � // . r ADDITIONAL COMMENTS __ _ N 6 f 6/1G,Lu/ Cee. Er'i,6-7 i co ieG 5 --A-F . 10 . 06;4.3 fr,g2--e-e .:-. &--c.-- ,_:,._ ,___ __., -,-„,_._ 7c1,.„,.......„... at_ ‘711/ /•"/ . 4v-i-14;z)/7--. ..Av- ,, ,,,,,, .#--/z___ 44,,, , T lf<g/i 4_1, c i Jly` "C -1-4,0k* .11 !t, . �G A r\ ; SQA ' ' - % . . A'l c ne e MI ti Ary ct�-‘61,0, -\e. S , �;-e.,( c t,t1411.:11 AtAvj 04 OAr A4 0 Ez__ —- A-aii.-i.F4'.-It% Fy, q9.19 . Ld I 0 ' "bLYe. N -.• /!e,..-l riii. (e,0e4 pow' i (via- etyw • . !i.)- i -i '-.+--€ .• 11r✓e-.-d t— 1W 17 dm C Uk ire t$ 0. . k tol. . .813iiir or („, ,. co, . . ca. I . TOWN OF SOUTHOLDBUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? _ TOWN HALL' Board of Health 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. 3 735 - Check Septic Form N,Y.S.D.E.C. ' Trustees Flood Permit Examined , 20 ECIEEStorm-Water Assessment Form p •o n to ct: Approved �� ,20 Mail to: Disapproved a/c MAR 0 2014 bLD DEPT Phone: LOT" ,'®q 3' Expiration ,20 /5" ill TOWN 0, SOUT:eLD V"A1-144- , %i Building Inspector APPLICATION FOR BUILDING PERMIT ' Date February 24 , 20 14 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate 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 shall be kept on the premises available for inspection throughout the work. - e, No building shall be occupied or used in whole or in part for any 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 such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an 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. • _ J (igna applicant or name, ' a corporation) 123 Maple Ave . , Riverhead , NY 11901 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OWNER Name of owner of premises KENNETH B . ZAHLER & JOANN ZAHLER (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. 27094-H Plumbers License No. 3 2 2 7 6MP Electricians License No. 3 6118ME Other Trade's License No. - - 1. Location of land on which proposed work will be done: 63735 Route 48 , Greenport , NY 11944 House Number Street Hamlet County Tax Map No. 1000 Section 040 . 00 Block 01 . 00 Lot 020 . 002 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 occupancy Vacant Land b. Intended use and occupancy Single Family Residence 3. Nature of work (check which applicable): New Building XX Addition Alteration Repair Removal - Demolition Other Work 4. Estimated Cost $940 , 000 . 00 Fee $1 , 738 . 00 (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 3 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 25 ' 4" Rear 78 ' 7" Depth 88 ' 7" Height 29 ' 2" Number of Stories 2 9. Size of lot: Front 127 . 63 ' Rear 150 . 29 ' Depth 976 . 71 ' & 919 . 05 ' l0. Date of Purchase 9/27/2013 Name of Former Owner Edgewater II , LLC 11. Zone or use district in which premises are situated R-80 12, Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises? YES NO X Kenneth B . Zahler 123 Maple Avenue Riverhead , NY 119O1 631-369-0200 14. Names of Owner of premises J o a n n Zahler AddressYhone No. Name of Architect Yankee Barns Address 131 Yankee Bardple No 6 03-863-454. 5 Name of Contractor Address Grantham N H 03 /pne No. 15 a.'Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED, b. Is this property within 300 feet of a tidal wetland? * YES X NO * 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 X NO * IF YES, PROVIDE A COPY. Driveway Easement STATE OF NEW YORK) S ,: COUNTY OF lity /red/Ai/4 z 74 2,e1)/0--K being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, ��q,� (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the applic t'on fila i ANMON OTARYPUSLlt✓,State of New York Sworn�t `before me this Suffolk County eg. No 4991•., ;-51 day of h rz-..420 mm. expires Feb. 10,20 0:\ AlI 'NotarY Public Signature ofApplicaht �� James F. King,President � i�� ®f S®U�y® Town Hall Annex Bob Ghosio,Jr.,Vice-President � l® : 54375 Main Road P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer 4:4 it Telephone(631) 765-1892 Michael J.Domino if), ��C®U Fax Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 13, 2013 Mr. Robert Barratt 4295 Vanston Road Cutchogue, NY 11944 RE: EDGEWATER II, LLC 63735 ROUTE 48, GREENPORT SCTM#40-1-20.2 Dear Mr. Barratt: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 13, 2013: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#8273 to raise the proposed stairs to 3' above grade; replace the platform with steps at top of bluff; and create a 4' wide wood chip path from the 20' contour line to the toe of the bluff; and as depicted on the revised site plan prepared by Robert Barratt, received on October 29, 2013 and stamped approved on November 13, 2013. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, /144-e-c James F. King President, Board of Trustees JFK:amn ` � ' Up - Town�` Town Hall Annex pESOU John Bredemeyer, President i Michael J. Domino, Vice President e ,`O l0 54375 Main Road P.O.Box 1179 James F. King New York 11971=0959 Charles J. Sanders Southold, a�� Telephone(631) 765-1892 prio Fax(631) 765-6641 BOARD,OF TOWN TRUSTEES TOWN OF SOUTHOLD January 22, 2014 -� Mr. Robert Barratt 4295 Vanston Road bh Cutchogue, NY 11935 RE: 63735 ROUTE 48, GREENPORT SCTM#40-1-20.2 Dear Mr. Barratt: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, January 22, 2014: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit#8273 from Edgewater II, LLC to Kenneth B. & Joann Zahler, as issued on August 21, 2013, and Amended on November 13, 2013. If you have any questions, please contact our office at (631) 765-1892. Sin erely, John M. Bredemeyer III President, Board of Trustees JMB:amn • New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40-SUNY, Stony Brook, New York 11790-2356 Erin M.Crotty Phone: (631)444-Q365 • FAX: (631) 444-0360 Commissioner NIOW Website:www.dec.state.ny.us Letter of Non-Jurisdiction -Tidal and Freshwater Wetlands Acts Edgewater II, LLC October 24, 2001 C/O George M. Cohen 2112 Broadway New York, NY 10017 Re: Edgewater II Property, N/S/O Route 48 (North Road), Greenport' SCTM# 1000-40-1-20.2 Application #14738-02831/00001 Dear Mr. Cohen: Based on the information you have submitted, hNew York State Department of Environmental Conservation has determined that: Your proposed project to construct a single family dwelling CTM#1th deck, septic 1000-40-1-20.2,ystem as shown and driveway on Route 48 (North Road), Greenport, NY, on plans prepared by John C. Ehlers, dated 9/7/00, last revised 7/19/01, is more than 100 feet from regulated freshwater wetlands. Therefore, no permit is required under the Freshwater Wetlands Act (Article 24 of the Environmental Conservation Law). Be advised, that all construction, clearing, and/or a roult should be noted that he disturbance must remain more than 100 feet from the freshwater wetland boundary. haybales to be placed on the west side of the proposed driveway are within 100 feet of the freshwater wetland, and their installation must not result in any vegetative cutting or clearing. In addition, anybadditional work, oP dodiileiication tcontao this the project as described, may require authorization yDepartment. office if such are contemplated. ) of In addition, it has been determined that the property landward Article 25top(Tidal Wtetlands). slope as shown on the survey, is beyond the jurisdiction Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional re thaball necessary precautionoundary, as indicated s aee without a permit. It is your responsibility to ensu Jy. • l•f Page Two taken to prevent any sedimentation or other alteration or disturbance to the ground • surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies.. Sincerely, d47* Mark C. Carrara Permit Administrator cc: BOH BMHP P. Moore File • 4 , - New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 ak SUNY @ Stony Brook - 11111.11 50 Circle Road, Stony Brook, NY 11790-3409 September 16, 2013 Joe Martens Commissioner Edgewater II, LLC C/O George M. Cohen 27 W. 96th St. New York, N.Y. 10025 Re: UPA# 1-4738-002831/00001 Former UPA#1-4738-04292/00001 Facility: Edgewater II, LLC Property 63735 Rte 48, Greenport, N.Y. SCTM# 1000-40-1-20.2 Dear Mr. Cohen: • The Department of Environmental Conservation (DEC) is in receipt of your request to construct a • single family dwelling, garage, deck, and install a new in-ground pool landward of the "top pf the slope" and more than 100 feet from freshwater wetlands. DEC made a determination regarding the limits of Tidal Wetlands Act (Article 25)jurisdiction and Freshwater Wetlands Act (Article 24)jurisdiction at this property on October 24, 2001. This office does not make repeated jurisdictional determinations for the same site unless the new plans are significantly different than the original plan, which in this case they are not. Therefore, the limits of DEC's jurisdiction indicated in our original No-Jurisdiction letter are the same; a copy of the letter is • enclosed. No-Jurisdiction letters remain valid indefinitely unless substantial changes in site conditions have occurred. In addition, these determinations are issued for the property and therefore it is not necessary to transfer them to new owners. The original letter for this site should be saved for your future reference. Please do not hesitate to contact me at 631-444-0362 if you have any questions. Sincerely, 41, 4/4/ Ma A. MacKinnon • Agency Program Aide • 50 Circle Rd. Stony Brook, N.Y. 11790 cc: Mr. Robert Owen BarrattHabitat-TW, Habitat, File Enc: 10/24/01 NJ Letter with survey • New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409hige Phone: (631)444-0362 Fax: (631)444-0360 Website:www.dec.ny.gov • Joe Martens Commissioner October 10, 2013 Mr. George M. Cohen 27 West 96th Street New York, NY 10025 • Re: Permit No.: 1-4738-02831/00003 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your.permit. Please carefully read all permit conditions and special permit conditions contained in the permit to,ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, • glAPI 4141- Mary A. Mackinnon Agency Program Aide MAM/Is .1 • • NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION - ' Facility DEC ID 1-4738-02831 , PERMIT . Under the,Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: , . >. ' , - Faeility: - GEORGE M COHEN -� , COHEN PROPERTY_ ' 27 W 96TH ST • , 63735 RTE 48 (NORTH,RD)ISCTM# 1000-40-1- -- 20.2 >.:„. NEW YORK,NY 10025 • GREENPORT,NY 11944 =; .X. Facility Application Contact: - , ROBERT,OWEN BARRATT - , 4295 VANSTON RD ` CUTCHOGUE,NY 11935 (631) 734-2730 - ' Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Greenport Facility Principal Reference Point: NYTM-E:-719.60'l NYTM-N: 4553.727 ,Latitude: 41°06'18.6" Longitude: 72°23'05.4" Project Location: 63735 Route 48 - . ' Authorized'Activity: Coristruct;wnew stairwayfrom-the top'of the bluff to the 20' contour. Adella k1 wood chipliath from the 20' contour to thd'toe,of the bluff. All authorized'activities,must`be iri strict `s conformance with the attached plans stamped-NYSDEC approved on 10/11/1.3:.a��(MAM) SAP# 1-08 015 l>�:i,-„A wro :lam 4: t Permit,Authorizations ' ,� • Tidal Wetlands -Under Article 25 r Permit IDrl.473.8 5Q283;1-/,OOy003,g, ,-;. .pf .s:: -, :,;:��t��,�:, �:,.�,, . .a..:�4 . ,, �: -.ti,i.- ..�,,: , • New Permit Effective Date: 10/11/2013 ' Expiration Date: 10/10%2018 £ '' t NYSDEC Approal K By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, allRapplicable regulations, and all conditions`included as part of this permit. . "-,a,,,,, ,_.. ,. , . ,:Lj., FA Permit Administrator: SUSAN'ACKERMAN,•Deputy Regional Permit Administrator Address: NYSDEC REGION-1 HEADQUARTERS - ' SUNY @ STONY BROOKI50 CIRCLE RD - STONY B" 00K, r Y'11790 -3409 , A - i1 Authorized Signature: ' s A - < Date lb/\\ /T_N\ ' Page 1 of 5 1 I - NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02831 - I Distribution List ROBERT OWEN BARRATT Habitat-TW MARY A MACKINNON s. • " `` " Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS - !' 1. Regulated Activities Authorized By This Permit This permit ONLY authorizes those regulated activities/structures identified urnd'eNlie-seetion titlei MPL'AuthorizedAetivity=-' The-Department does not issue after-the-fact or:aszbuilt,permits. This permit'does not authorize activities, or legitimize,_the,,,,„, existenceof,structures, which would"havgj quired a permit but for which no permit or other authorizat of n has been granted by the Department. 2. Conformance With Plans 'All activities authorized by tliirperiliirmust be in strict conformance withthe approved plans submitted by the applicant or applicant's agent as part of the permit application. SucWapproved plans were prepared by Robert O. Barratt,P.E. dated 10/8/13 and stamped NYSDEC` approved 10/11/13 . 3. Notice ofCom iencement Atleast48-hours pr orto=commeneementaof°thekproj'ect;the-pernuttee and contractor.shall sign and return the top.portion,of,the,enclosed.notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion,of the form must also be,signed and returned, along with photographs of ,the completed work. 4. Stairway Design 17The stairway must be elevated a'minimum of 3 feet over grade°to minimize disturbance or loss of thehnatural vegetation and reduce the potential for causingor accelerating erosion of the bluff, dune or hill. Disturbance to the natural vegetation or topography seaward of the crest(top) of the bluff, dune or hill must berestricted to an 8-foot wide area,,ineluding the width of the stairway, as shown on the approved plans. Landing platfori'sTor'bluff stairways shall not exceed four(4) feet by six (6)feet. • 5. No Alteration of Bluff for Stairway Alteration of the existing grade of the bluff or hill during 1- construction of the stairway is prohibited. { Page2of5 •,,�osuFr�,� James A. Richter, R.A. Scott A. Russell SUPERVISORa r. co Michael M. Collins, P.E z . SOUTHOLD TOWN HALL-P.O.Box 1179 •� 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 • 4 ••• Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US •�'• Q./44, �•', JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US ., Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER (If Different from Applicant) NAME: Kenneth B . Zahler NAME: ADDRESS- 123 Maple Avenue ADDRESS: Riverhead , NY 11901 631-495-1093 Telephone Number: 6 31—3 6 9—0 2 0 0 Telephone Number: Completed Applications can be picked up at the Engineering Department after being notified by the Department, or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope & Appropriate Postage. DATE: 2/27/2014 Property Address / Location of Construction Work: 63735 Route 48 , Greenport , NY 11944 S C T M #: 1000-040-01-020 . 002 District Section Block Lot Required Documents for Stormwater Review: >I( Copy of Complete Building Permit Application. ›E Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced. E De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Sto "ater Revie" Checklist. If No or NA are Indicated, Justification is Required. - ------ ---------- -------- ---- ------------- ---- - --------- ---- ---------------- - - --- * FOR 4,ERING DEPARTMENT USE ONLY **** Reviewed B : if )1 Date: 45) /4 „! InA.prove,: '1 ❑ Ase ional Information Required: Ii tl . I- -- ,04001411.11111 4 » I. ! 4 -1, I ._: .....i., 1,„t4 . . , . ,, ,i4. " '''- 14444 :rrW111.34a_s • . it . „.., Ti,„, ,. ;F In .31N * . 1 . ' °' i ; ,: w , . :mac i .. t ... • r , . .N 'i, y .r .. im.. I • .. . , , ham.......,,.,.._ _ t. 111 4 f r .,_;/ -:tt-4IllilaIglliai — • ..... .-- 'Fp" r i ---‘ MUMS -- - _ iT' .. - - r t _... .-.... 40' ifelnitati 0 iiiiiii .L. , 4111111911111.01.0_ . . ., _ ,. 1i --,..-.400—;;Aw"-- ._ .• ..i• '-• r00'.' , ' . .,..• . ... - qiit''' ;".1.'..''''' • .,.' . ... . . .. r „. •_,, .- •...- ' , • ., . .. . ,,/r-..:,.T. .,.,,'*,.. , • •.- ' • r. ,7„,......• ,,\,.. . _ „,.,. . ..„ . .- ..,,,...,,.....,.,,,,,.......„ : ,.. . . . .... , , . , • • • • . ,t __,:.. ,. . .. .. . . , _. „._:..... . . , .. . .... , . . ... ... . . ..... ,..„ _,..._ .. _ r' ..- . . . ., . .t:2::,..,.. • . iimat, 1. ....... ... ....:,..„ . , , . .. ...,„. .. . , 00. ,,--• .../. ,.e...a.... _--..... maniINI T.... • , . •-• . . ?,`-- ;,.. . . ..... ...,.... ' ',',•:4---.-",,,-.-- 1 ----7-4;i. ,;....- - -- .. . _ .• . . , . ., 1. ,_ - ._ .1_ _ •.-- ;7-'7' ,....40,.: . .• ...' . „,„., 4 t S. is ft -- ---'''''''VW)i,;-*‘'-'• I • *NIP . .. • • (7...."`...tht.,—‘--, ,...0...: -..7.:....,„;-;.--•' . 1.-0 . , ..;,, 4-;..t...,:,41.4'..i--,...: ", ,..• ,,ii • •. , .a, • . .-.,...-- • -- :-.... .....• '....,..z: - / • '''.-; -:T. , ----:- ••, -.... .-or -----:'-44.-..i. • '-'..:;_.;.••z -1 / .0 A. a 10 . . 0 . . _._ ,.....,..._ .. . AO' • . ,g. ,, -. . . •. , 3 . , . C / 0 i . - K AS ® P Eo eonlurtrn9 En91nEE ACECMeber r1 Supporting Excellmence In Engineering UNION SQUARd='� 727 UNION AVENUE RIVERHEAD, NY 11901 August 20,2014 Town of Southold Building Department 53095 Route 25 P.O. Box 1179 Southold,New York 11971 Re: Zahler Residence,Building Permit#38733, 63-735 Route 48, Greenport,N.Y. Gentlemen: This is to certify that the sliding barn doors comprised of 5/4"thick,Tongue&Groove,Cedar planking are more than sufficient to withstand hurricane protection at the above referenced residence. All other windows shall be protected with numbered and cut to fit, 1/2" thick, plywood sheathing, stored in a safe place, on premises, until needed for installation for protection against hurricane occurences. If you have any questions on this matter,please call us at your convenience. Very truly yours, oFwAr E�. E.S. KALOGERAS,P.E. .p;' KA h' ~"w CONSULTING ENGINEER ' y• LoQ9�°. %,. Elias S. Kalogeras,P.E. m O ' ON P3" ESK:wpwinX5 cc: Ken'Zahler /! E ! AUG 21 2014 BLDG DEPT TOWN OF SOUTHOLD_ TEL: (631) 722-4040 FAX: (631) 722-4004 E7mail:Lkalogeras@msn.com i Bunch, Connie From: Rodney McCoy <rodney@rjmccoy.com> _ ` Sent: Thursday, September 04, 2014 9:23 AM i . N►°b To: Bunch, Connie 1 I i 1 I Subject: Zahler deck plan Attachments: Yankee plan.pdf;_Deck Plan - 9.3.14.pdf; Site plan.pdf ---r-KiNAL i N,) OP„ct, Good morning Connie, A Thanks for your help this morning. As discussed,attached is the deck plan for Zahler residence. You can see we are set back from the hay bales and the coastal erosion line is not in play. I have also located the BBQ location. Please have the inspector review and give me a call with any questions or if I can just get you the 4 copies signed and sealed. I did however forget to ask you if you need a new application with all of this or if it can just be submitted as is. Thanks, Thank you, lj�- Rodney for Coastal �C'L- � f d,,,-A.,,,v_ 631.425.6400 office 631.745.5002 cell 631.425.6405 fax /�Q \ / i iL__eay)___e__, Y "O V .ge__, ciOati4s ` -° (Nicx--k-c___ iii/L b_e___„,t--6---Lt_ \--Nt_ ...121'-3- Li, „Srds Ilikch......cvs a' of ' v A..pIII r t ...7\1N6 ' 6 , i 0 j , 1 A .MICHAEL JAY WALLIN• �/ ARCHITECT HAM eeDsfxrt 42 112251 6s c ar simrwmav NT,IMO PHONE(62122112251 FAX( WI cx41 ALLwTTECTSOMi n ♦ aw.w PROPOS mon O1 GMAT 1 rmemr•Nno•mi ZAIOER ESIDEN FOR I . I, 61135110D111 iDIopeTN RD i'- ORESID.ORT NY 1,034 eaA•ADi I � . 4-1' i mm „�.p•a.pE A. .,.��mSEEmR ie b - s DECK PLAN aV 4 INIM N•D' .—� ,p S fI / r tt ESTABLISHED MCDi[CI DAV J DO r DN m• r A _ D/a CEDAR TOP PAL I aE Iela♦snpaAwlNc tss Dc DA GHEE THAN N /�Vism rem moms 4 O . 0 ' ' 0 Q DD.D LEDDTN41M'i0 Tq�\ W. •• �� ,J MILD OCETIE DOLE D NOT MEDD TO k y6i PAB>MG PE6IuCYNT 40 PCIST PADDED 1,1 ir _r0 r 0 • 0 . 0 . 0 RJYNDNW®AR �m•mmeD�HE ®blDeOe6 ADDAR _____ [II.AD�AMUM II. IAI FORS ASWim° I 24m �. M>e.vOD � WO n •.Da • IN. 11 M. COOAREiDICTD DAWN MAT A HOAR ICAS DONT DISCARDS WALL - ♦ w DCNOM2 ---III I DECK FRAMING PLAN 62. 1 4 S A-1 1. 1 LJ FRAMING DETAIL cu � 1 •' DECK PLANS eee,r.ra� , • ,` $, • A , „.• ,,,..., ._ ,__ ____J, --...0 ... -,,, ,..., Ico PA ‘,„ , 9p� ...„.. $. jQat „.„ p.,,,,,„c.,,,,„s QP ,.... , \ ...,,,,,,,,,,,„,..„,..„,„.„, [ ---„s S6 .�G,F,I a 1„0,„„a`wgt •„,g,'O �`E,-1,, o�f"P�4o 0 �p,VRt\GgQ d _...‘„..,,,,„%i•i t .,,,.-..c, , }s;i I, I \ ... - IGR._ C,tOPOSED HOUSE'_ 2111 O F.FL EL 41 OL ` �,� i 255. � 7B5'; .•- , � ..-7,, Y 0. I PROPOSED ORIWELL FOR P00-BACKWASH I i • a • \ ED eSecf,L1_ i,�POOLOEQUUIPMENT 25' Bo 001N.AIb'rI ' N` ' N ao 8-o *# �# . ``SET BENCHMARK IN 14'OAK TREE F FL EIEV 41 O' i di 21 Et 'i R" ,...-., t..., i.....!S-"Ife Y N .5 1330'E /. dir 1/ N 2000 O ; �\n �j V. !?'^':/4 /u H t-30'--'$+�N1 N STONE PNTANC \ : 'I. 55/") j\ \/ a ,� T \ �� y s c �1 j l/y1{//////// , 4k*f n —�\,\1 1 \\ 1 r1!L////i 4 N - W E /7 `SUFFOLK CG11tNFY 13EPARiTMENT or, HEALTH SERVICES - _ • PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE" FAMILY RESIDENCE ONLY `' FEB 1 9 2014 . DATE H.'. `EF. leo. , /0-/1--a)57, , , J ,, ,, APPROVED 0 O . A ' For. MAXIP 101= EDR®OF,i^s • 1 /I' life, ,'��! I;i '„ E?�P1RC:a "31Fti t�R.�� F OM DATE O APPROVAL / _,, • ' /,,,,//ifI I�,'F I ,,,,,,,,0„,,,,,,,,,, iri'/ Ir•/,,,., l I ' � f 1Iiii/ir'iI/,i�'' ' i//1rI ,I, /II,,fib,lji::i1 \ i'I 1 1,.i'I,y • .4' .4 9 IC',IS b 1 4 t 1 1,It i t;; '. %_. i ., „ ,,,,, ,,,,,,,r,..,„,,, ., , , . _ _ . ,,, ,,,,, ,,,„„,, . . I I I'I',�1 1 W /,,, • , I tI - " .9 I [it • r , / r Fnuwol►?tow W ALA. �P�4 '•'"/; ,• ',ISFFkaoa V_._41r F��'0 / - -A- • - -9a►sa.w,e...vr 4, EL 40 ri, • dor Wau5E _ — " 111,1001:51,iII\ -- irr ,. - • �,f 'rimy 1 sa ��c 3�I 36_4 if ., \ TM • \os_ s S� DI4 N / U ��oow / \ , •' SEPTIC SYSTEM '-- - • , z m----St„q--, o z '�o. 4 ) `O Specified in accord with the S C Health standards y 0 o •S D � 3ft min sand collar around each leaching pool ji P S + %.• Highest seasonal water table=El 2ft A N, a o� 1 o 4in Plastic pipe Ic `44/ttp - � �' Slope:house to septic tank= 0.25in/ft C 0 O• Slope;septic tank to leaching pool=0.125in/ft r it i. ° 2 - Si 0 5 L_--104 1 1 Legend ' ":\ ScAr.g lr _ 111 N • 7J:' , a SI.++ Basement E Entry Hall and stairs ' * . _ f IAS Master Suite - ' t C R Great Room \ Local Area Map f� Scale lin=3500ft - • D R Pining Room ot3 • K .Kitchen - ,4,'. \ ` \' Long Island Sound gl r S Bedroom-bathroom optional - � ` I k` I I�OB Open balconyto Great room below ® ,, Zr t3` Hait Gatti- — , -�•l - .. q 4 Garage(threebays,no bement) ,' \A® Test HoleI Z , '� \ ain--W- Proposed towwater andas mains 1,4 �1 O Drywen New %� �x % \ t a ti .z, CR?... F - Septic tank , I L Active Leaching Pool Q ® Reserve Leaching Pool \, Vi Data for 23, •lot • ` `� .� •TO.ST HOLE 11-'7-Oo Area=123,5 •sq ft or 2.84acres. ' Elevations refe,"�i the NVGD'29 ; 9L 1� j �) • Zoning-R-80 p �� ,r. Front setback great, than 60ft • \� li �` P`1 %.I DAiiJ 18AoW.J LOA . Side setbacks 20ft an, 25ft, 4 wM-_ ,,. %' T0p of Slope setback 1t.i' ► p `l 0 ON Coverage up to 20% a ` ! atinfi,i.. 1-('ililt<'�Y,. 40 .,.ND �' SAN is *Atm. s Height=3�5f and up to 2.3'-ones 4 p .i. ,qi,,�. , Proposed single family home with .to four bedrooms I are.e and I ool �'L ` \ PA 4,L �,tiOlkit 14- First floor area=3000 s f “ I\ a -FIND. • , Garage=900 s f � ► AL N • Second floor area=< 3000 s f • i %• Swimming pool=1000 s f • ,� ` `��I 1 f Y'M ImprOVeroeiSs located more than 100ft be ind crest of 34ft high bluff Freshwater wetlands are located 400ft scout, of proposed leaching poolsON 1 �k�, ' ;" Storm water run-off control ve: Cj " ii' 4 '`t' Impervious structures: 4.0%@1.0 \\=0.040 .- • ii, , Driveways and porous sundeck:5%@ 0.6 0.030 f �� ,Q�/ Beach and woods 91%@ 0,05 -0.045 t t ��/��; _• Overall run-off coefficient =g 115 6 �0 Peak rain fall intensity=2in per 24hrs =0 Vft/24hrs t t AO/ Peak runoff 123,506 x 0.115 x 0.17 =2411\cu ft/24hrs + J O t / i Drywell capacity 402 cu ft per well x 6 =2412 cu ft(8ft dia x 8ft deep) ' • i • Survey Notes t ` '' , i Based upon the survey dated 07/19/01 prepared by ' 'L�df.NEty�,O' `" l • John C.Ehlers Land Surveyor,NYS license#50202 ,iQ• ,Q - • ttev e, s,c .ccw4Tw eommitwYs a dolts 5• •�95'�`$4 ,� ' Rev#2 Incorporates S.C.Health comments of 10/30!13 % �'Fy HUV 2 6 2013 • Rev#1 Incorporates S.C.Health 10/03/13 comments,new test hole data ' - '•• a Dwg•#083013 Proposed septic system and site plan ,i�'�'i;•;;_ A'j Address 63735 RTE 48,Greenport,NY 11944 KSUFF.CO.- HEALTH SERVICES. Client:Mr Kenneth Zahler Title:Owner ' ,- n ',i.`w 1' ' rte OFFICE WASTEWATER MGT. � X89/ �� Robed Barratt PE,4295 Vanston Road,Cutchogue,NY 11935,Tel 631 7342730 �, -''_0,- SSIOAAP PAWN:, r wells These plans are an instrument of the service and are the property of the design —.0.0-- 3 There ail!no private wells within 150ft of the property professional whose seal is affixed hereto.Infringements will be prosecuted to the �� 23/1 fullest extent of the law.Contractor shall verify all field conditions and dimensions DILA-Wm rel 4 +$C hi•C 1 k e $e f. 1 and be solely responsible for field fit.The design professional assumes no liability 0 . 'Z. 4o io !o for omissions due to unknown or unforeseen field conditions and or additions $c-T IK#� loon- 40 O 1- 2.0.1. t , F . based upon comments not formally acknowledged as revisions to these plans. 1}gpa 441.14 Rep R 1 CI-i' --0 S c •. - ,. a ,* , +rco i i is ac ii I IIH 1111111111111111111111111111111 IIN liii liii 11111111111 I 111111111111 SUFFOLK COUNTY- CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: EASEMENT Recorded: 10/21/2013 Number of Pages : 10 At: 03: 44 :17 PM Receipt Number : 13-0134455 TRANSFER TAX NUMBER: 13-07992 LIBER: D00012749 PAGE : 227 District: Section: Block: Lot: 1000 040. 00 01 .00 020 . 001 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0 .00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $50 . 00 NO Handling $20.00 NO COE $5 . 00 NO NYS SRCHG $15.00 NO TP-584 $5 . 00 NO Notation $0 .00 NO Cert:Copies $12 .50 NO RPT $180 .00 NO Transfer tax $0 . 00 NO Comm.Pres $0 .00 NO Fees Paid $287 .50 TRANSFER TAX NUMBER: 13-07992 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL - JUDITH A. PASCALE County Clerk, Suffolk County 1 2 , , RECORDED 2013 Oct 21 03:44: 17 PM Number of pages /0 •JUDITH A. PASCALE TORRENS CLERK OF SUFFOLK COUNTY Serial# L D00012749 P 227 Certificate# UT# 13--07992 Prior-Ctf.# -Deed , Mortgage Instrument Deed/Mortgage Tax Stamp I Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. Handling 00 1•Basic Tax 2.Additional Tax TP-584 `') Sub Total 'Spec./Assit. Notation or EA-5217 (County) - Sub Total Spec. /Add. TOT. MTG.TAX EA-5217 (State) Dual Town Dual Count R.P.T.S.A. ittHeld for Appointment .y Transfer Tax Comm. of Ed, 5.-00 ,V O,ralMansion Tax , 7', °�"y 'i ,ld?4 ,q Affidavit �s�,��r" ' The property covered by! this motgage is or will be. improved-by a one or two Certified Copy /r 9family dwelling only, YES or NO Reg. Copy Sub Total If NO, see appropriate tax clause on 7 page# of this instrument. Other 1 Grand Total o7 ! ,r P g e rlA r:..w.-, ep / 4 District 2593686 ,,( ] ;0.002 5 Community Preservation Fund RealT R PO A III �II IIIA III IIII1IF MotaConsideration Amount $ Property -OCT-1 Tax Service CPF Tax Due $ Agency Improved Verification Vacant Land ' 6 I Satisfaction/Discharges/Release List Property Owners Mailing Address TD RECORD &RETURN TO: PATRICIA MOORE,ESQ TO 51020 MAIN RD. SOUTHOLD,NY 11971. TD 7 Title Company Information Co,Name ABSTRACTS INC Title# 563-S-13557 - 8 Suffolk County Recording & Endorsement Page This page forms part of the attached DRIVEWAY EASEMENT- made by: ' (SPECIFY TYPE OF INSTRUMENT) ' EDGEWATER II. LLC The premisis herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the Township of SOUTHOLD - - EDGEWATER L LLC and EDGEWATER In the VILLAGE III,LLC or HAMLET of GREENPORT - - BOXES 6 THROUGH 8 MUST BE TYPED OR PRINTED IN BLACK INK-ONLY PRIOR TO RECORDING'OR FILING - (over)' • R ROLA' Stat ID: 2593689 21-OCT-13 Tax Maps - District Sectors Block Lot School District 1000 04000 0100 020001 GREENPORT 1000 04000 0100 020002 GREENPORT 1000 04000 0100 021000 GREENPORT • COMMON DRIVEWAY EASEMENT This agreement made the 24th day of September, 2013, hereby is a modification of an existing easement between Edgewater I, LLC c/o George Cohen, Managing Member, having an address at 27 West 96'h Street, New York, New York 10025, their successors or assigns, Edgewater Il, LLC c/o George Cohen, Managing Member, having an address at 27 West 96' Street, New York, New York 10025, their successors or assigns, and Edgewater III,,LLC c/o George Cohen, Managing Member, having an address at 27 West 96th Street, New York, New York 10025, their successors or assigns. On November 20, 2001, an easement was executed between the above parties and recorded at the office of the Suffolk County Clerk on February 7, 2002, in Liber 12168 page 71, and said easement was thereafter amended on September 30, 2003, and recorded at the office of the Suffolk County Clerk'on December 3, 2003, at Liber 12287 page 693. Said easements were granted for the purpose of constructing and maintaining a common driveway and utilities over the parcel owned by Edgewater I, LLC (SCTM# 1000-040-01-020.001) (Schedule A-1), Edgewater II, LLC (SCTM# 1000-040-01- 020.002) (Schedule A-2) and Edgewater III, LLC (SCTM# 1000-040-01-021) (Schedule A-3); These easements were terminated as to the common driveway by a release recorded contemporaneously herewith and are being replaced by this document. The utility easements shall remain in full force and effect. This easement shall consist of a common driveway entrance with three (3) separate driveways. Said modification is depicted on the attached survey prepared by Nathan Taft Corwin Ill, Land Surveyor, dated September 5, 2013, attached hereto as Schedule B. Each of the parcels shall share a common entrance and maintain three (3) separate driveways. The modified easement of the driveway which burdens Edgewater II, LLC (SCTM# 1000-040-01-020.002) for the benefit of Edgewater I, LLC (SCTM# 1000-040- 01-021) is fully described as set forth as attached hereto in Schedule C-1. The modified easement of the driveway which burdens Edgewater II, LLC (SCTM# 1000-040-01- 020.002) for the benefit of Edgewater ill, LLC (SCTM# 1000-040-01-020.002) is fully described and set forth as attached hereto in Schedule C-2. Being the further intention of the parties to maintain the privacy of the individual driveways to the three houses and accessory structures, Edgewater II, LLC will plant natural landscaping or maintain natural vegetation'between the modified driveways such that privacy is maintained. Being further agreed that the easements are limited to the existing driveways, subject to such improvements which the Town of Southold may require, and as shown on the survey by Nathan Taft Corwin Ill, Land Surveyor, dated September 5, 2013, attached - hereto as Schedule B. To the extent not modified, the original agreement and easements above described, including easements for utilities, are confirmed and continued. In witness whereof we have hereto set our hands the year and date first above written at New York, New York Edgewater !, LLC By f r� j' -`�• George M. hen, Managing Member Edgewater II,/ _ /? , f4 J By George M CCohen, Managing Member Edgewater III, LLC,'� 1,14 � t By _ i --- George M. Cohen, Managing Member STATE OF NEW YORK ) )ss.: COUNTY OF NEW YORK ) On then day of , 2013, before me, the undersigned, a notary public in and for said State, personally appeared George M. Cohen personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to•the within instrument(s) and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. ANotary Public JOYCE NISSIM NOTARY PUBLIC-STATE OF NEW YORK No. 011416193898 Qualified In New York County L My Commission Expires September 22,21:n Schedule A-1 ALL that certain plot, piece, or parcel of land, With the building and improvements thereon erected, situate, lying and being in Greenport, in the Town of'Southold, County of Suffolk and State of New York, bounded and described as , follows: BEGINNING at a point on the northerly side of North. Road (Counfiy Road. 48) distant 3490.85 feet westerly from the corner formed by the intersection of"the - northerly side of North Road and the westerly side of Moore's Lane' North, and - said point of beginning being the southeasterly corner of the within described premises; RUNNING THENCE from said point of beginning and along the north side of North Road, south 53 degrees 24 minutes 30 seconds west, 127.63 feet to the easterly side of land of Crystal; • • THENCE along said land of Crystal, north 24 degrees 56 minutes 30 seconds west, 859.10 feet to the ordinary high water line of Long Island Sound;• THENCE along a tie line, north 30 degrees 37 minutes 00 seconds east,451.57 feet tothe westerly line of land now or formerly of Sally Pirrera; • THENCE along said land, south 24 degrees 56 minutes 30 seconds east, 919:05 feet to the northerly side of North Road, and the point or place of BEGINNING: Suffolk County Tax Map: 1000-040.00-01.00-020.001 • 7 • • SCHEDULE A-2 • • First American Title Insurance Company • SCHEDULE A (Description), • TITLE ft: 563-6-13557 • • • 2}mended 9/20/13 • • Alltbnt certain plot,piece or parcel of land,situpte,lying,nnd'being at .Greenport,, iB • • the Town 'of Southold, County, of Suffolk and State of Newfork :being known as Lot,2 as shown'ou a certaia•,map entitled fMap,ot' Property of B tboay and Sally Pir rera'" filed in .the Office of ; . • the .Clerk of the County' of Suffolk on January 7, 1989 as Map • • • ff8758,being more particualily bounded and described according to • said map as follows: ' • BEGINNING at a point on the northerly side of-North Noad.distant 3,363.22 feet westerly from the corner formed by the , interaectinn of•the westerly side of Moore's Lane with the. - • northerly•side of North Roads• • , RUNNING THENCE along-the northerly side of North Road:south 53 ' • degrees 24 minutes 30 seconds west.: 127.63 feet; . •. • • :THENCE north 24 degrees 56 minutes'•30 seconds•west, 919.05 feat ' • • • to the high water lune of Long Island Sound; • THENCE along said tie line north 31 degrees 20 minutes ,08 seconds east, 150.29 feet to land now or formerly of Parlamis; • THENCE along said land-south-•24'degrees 56 minutes 30 seconds east, 976.71 feet to the nortlierly side of. lorth Road'and-the • 'point or place of BEGINNING. ' Schedule A-3 ALL- that certain plot, piece, or parcel of land, with the building and improvements thereon erected, situate, lying and being in Greenport, in the Town of Southold,.County of Suffolk and State of New York, bounded and described as follows: BEGINNING at the corner formed by the intersection of the north side of North Road and the westerly side of a 16.5 foot right of way:and the land of the Village of Greenport intersecting said right of way on the east; RUNNING THENCE south 53 degrees 24 minutes 30 seconds west along the northerly side of North Road 150.00 feet; THENCE north 24 degrees 56 minutes 30 seconds west, 976.71 feet to the ordinary high water mark of Long Island Sound; THENCE along said high water mark of Long Island Sound on a tie line course bearing, north 39 degrees 32 minutes 07 seconds east, 93.02 feet; THENCE south 26 degrees 10 minutes 42 seconds east, along the land conveyed by May C. Francisco to Hannah H. Smith, 447.79 feet; THENCE north 56 degrees 43 minutes 10 seconds east,still along last mentioned land 50.00 feet to the westerly side of the 16.5 foot wide right of way above mentioned; RUNNING THENCE along said right of way the following two (2) courses and distances: 1) south 27 degrees 02 minutes 30 seconds east, 16.10 feet; and 2) south 25 _degrees 17 minutes 30 seconds east, 529.99 feet to the northerly side of North Road at the point or place of BEGINNING. • Suffolk County Tax Map: 1000-040.00-01.00-021.000 scxi'rn1LE c-1 Description of easement burdening tux-map# 100040-01-20.002 for the benefit of tax map#1000-40-01-21 • All that certain plot,piece,orparcel of land situate,lying,and being at Greenport, in the Town of Southold, County of Suffolk and State of New York,being.a part of Lot 2 on Map of Property of Anthony & Sally Pirrera, filed in the office ol;'the Suffolk County Cleric on January 7, 1989 as Map trumber 8758, Said Easement is further described as follows: • BEGINNING at a point on the northerly side of the North Road (C.R. 48) satd,point being 51.13 feet when measured in a westerly direction from the southeast corner-cif the •servient premises which is also the southwest corner of the dominant premises to the east; ' RUNNING TId1'NCE from said point or place of beginning,•south 53 degrees 24 minutes 30 seconds west, along the northerly line of the North Road(CR. 48) a distance of 25 ' feet; . • THENCE the following five courses and distances through the'servient premises: -' • I. " north 37 degrees••02 minutes 38'seconds west,144.08 feet to a point; • . 2. . north 25 degrees 24:minutes 56 seconds east;94.63 feet tea point;. • • ', • • • 3. • north 13 degrees 48 minutes 10 seconds.we'st,75.74 feet to apoint, ' • • 4. , north 32 degrees 29 Minutes 29 seconds west, 116.27'feet'to a point; ' 5. north 01 degree 30 minute's 01 second east,72.79 feet to,a point and land of the • • dominant party; ,THENCE south 24 degrees 56 minutes 30 seconds east, along said land 243.66 feet to a • Point; • THENCE the following three courses and distances through the servient premises: • 1. south 16 degrees 47 minutes 01 second west,95.44 feet to a.point; 2. south 01 degree 07 minutes 18 seconds west,•24.55 feet to apoint; • 3. south 37 degrees 02 minutes 38 seconds east, 1'15.55 to the-northerly side of the • • North Road(CR.48)the point or place of BEGINNING. SCHEDULE C-2 Description of easement burdening tax map# 1000-40-01-20.002 for the benefit of tax map#1000-40-01-20.1 All that certain plot,piece,or parcel of land situate,lying,and being at Greenport, in the Town of Southold, County of Suffolk and State of New York,being a part of Lot 2 on Map of Property of Anthony &Sally Pirrera,filed in the'office of the Suffolk County• Clerk on January 7, 1989 es Map number 8758, Said'•Easement is further described as ' follows: - BEGINNING at a point on the northerly,side of the North Road (C.R. 48) said paint being 51.50 feet when measured in an easterly direction from the southwest corner ofthe servient premises which is also the southeast corner of the dominant premises to the west; RUNNING THENCE from said point,or place of beginning the following'two courses • - and distances through the servient premises: •1. north 37 degees.02 minutes•38 seconds west, 144.08'feet to a point; • - 2. north 42 degrees 54 minutes 41 seconds west,'65.56 feet to apoint and land of the • dominant party; • TFIENCE north 24 degrees 56 minutes 30 seconds west,240.22 feet to a point; •- THENCE the following•five courses and distances through the servient-premisesf: ' • , . . 11 north 65 degrees 03 minutes 30 seconds east,20.00'feet to a point; • '. • 2. south 24 degrees 56 minutes 30 seconds east,239.88 feet to a point; • . 3. south 58 degrees 05 minutes 54 seconds east,75.85 feet to a point; • • 4. south 01'degree 07 minutes 18 seconds west,24.55 feet to a.point; 5. south 37 degrees 02 minutes 38 seconds easy 115.55 to the northerly side of the North Road(C.R.48); THENCE south 53 degrees 24 minutes 30 seconds west,along the northerly line of the - North Road(C.R.48)a distance of 25.00 feet to the point or place of BEGINNING. • • r • • QE's - ( go 011 - 4 . L &` 976.71 ' %i } 243.56' .7 s 24'56'30'E Cr) 1- W 195.94` to 1 LLa • �, c�1 1 FTl \ f�•, a.1 �,,� � � SNE afl6'c1VAY `�S 4:1 ;I [vn �.L-.Cis-fa , "�� _Ilh' 115.23' K i348•td• � �•` { sB �� Il 3229 29• LOT 2 ORNEWAY EAS f8E`�` - • `�O�d 115'55• 1. +9 ,...gta,a.4,-.4.4_ Pei iii‘_,•:ii: Qua 7.2Raute \g' s o�o�, 3B _41, - #} +'!#Y t �t sHm te -�y' '4111' s 8•� 5 37 40## � � S`OO�°�"e"+ '}!1: . C • % % .5.:%.‘ 4‘"41 IA P.ir '4°Itel er s # * ## PROP. LOT I OR(yEV1AY EASEIAFM 239.68' g h� 4 r.##� �r�iqini t� ' a o S 24'S6'3d" E _ _� _ -�'� y1 N 37'02 `" ` in csi Artesr { _�j 9IOHE AY �' N h�65A6. 213.64' $ nts.:-Ladr....4:4,-.._ Ardied.or _Aro,...we. _ _Ariarwr! , . . _ . _ _ __ _ ___ _ _ _ . !. �p a EI w 240.22' O ' 14 2456'3d' IN p NI_ w - r++3 _ 919.05' _ HOUSE SURVEY OF LOT 2 MAP OF PROPERTY ANTHONY & SALLY PIRRERA FILE No 8758 FILED JANUARY 7, 1989 SITUATE GREENPORT LTOWN OF SOUTHOLD L( //?(,e-n .: ib-c-itp-- /-‘74 -- _____?d\- 73,_ ,.....„ SUFFOLK COUNTY, NEW YORK /� _ S.C. TAX No 1000-40-01-20.2 F�� C lIC E 11�) E �� SCALE 1"=40' W SEPTEMBER 5, 2013 / MAY 22 201c 18,485 o L"OAtON AREA = 118,485 sq ft �\ 2 720 ac i _lo n'' ' 2014CERTIFIED TO 10' ABSTRACTS INCORPORATED �L) FIRST AMERICAN TITLE INSURANCE COMPANY VVLP JOANNKENNET ZAHLERH B AHLER BLDG DEPT ,Y / TONIC!OF SOUTHOLD NOTES ti o, V I ELEVATIONS ARE REFERENCED TO N G V D 1929 DATUM 4i 1" EXISTING ELEVATIONS ARE SHOWN THUS.aS_P EXISTING CONTOUR LINES ARE SHOWN THUS JS OO Fn nRs.FLOOR ,O ^ryO 11 is OP ON UL�R'FM v BS BOR ON or0,1E41 SW OOLLO r 0' LL / yy•e 2 REFER TO FILED MAP FOR TEST HOLE DATA ••;j 3 MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,200 GALLONS I TANK, 8' DIA 4' DEEP / 4 MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA 1 POOL, 12' DEEP, 8' dIa PROPOSED EXPANSION POOL ... ------------40 4,,,„(2,,f)_,,,_ 'j PROPOSED LEACHING POOL / PROPOSED SEPTIC TANK y 5 THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD / ? OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS / ' / H r 4,1 11 i Caf2 )-- 1 -- O IL is 4171VP(7 .„, __________ ., . .29,2,,,,..,.., 6ii--ticq , . ,,..„ ,,,„ ,,,, ., 0.0 , ,, WaD .,k ,,,, , ", ,.... ,., ,, .. „, .„” , „0,„,0 . .._ ,..,,,,, . s 1\ a N • \, ,\\ =1'� \ --\,, - • -\ \‘'.5, • • �} ..:a 2 E , ,,� J5 \ 12,17 ,,mm ph t' ,' o 4z' Lr „tel /, , yo. �_C.),��t c)peq JJ—UJUL REScheck Software Version 4.5.0 i i Compliance Certificate Project Kenneth Zahler Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,845 ft2 Glazing Area 19% Climate Zone: 4 (5750 HDD) • Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 63735 Route 48 Greenport,NY 11944 CUI11„liance:'Pa i-Usinn'UA trade,idf .[ i` 1 r" 3 ,::.14-'-=.:, y `"x¢ • it 's '; a11. :: r � i !�..T s •.�3"T . J, .•K W.f 1�:, �k�'i��i... C.. �'ab.••,Jt ��•". t Y .� �2. Compliance: 19.4%Better Than Code Maximum UA: 778 Your UA: 627 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-orf rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies . :Gross Area Cavity •: ' Cont.' . f Gla ing .- Assembly • or Perimeter •R"Value:^R VatxU U Factor UA, Wail 1:Wood Frame,16"o.c. 4,606 26.0 0.0 0.052 193 Window 1:Wood Frame:Double Pane with Low-E 548 0.290 159 Door 1:Glass 340 0.310 105 Ceiling 1:Cathedral Ceiling 3,698 43.5 0.0 0.024 89 Floor 1:Ali-Wood Joist/Truss:Over Unconditioned Space 2,451 30.0 0.0 0.033 81 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 h s'bee •e,signed to meet the 2010 New York Energy Conservation Construction Code requirements In REScheck Version 4.5. d to •. ply with the mandatory requirements listed In t REScheckck�Inspection Checklist. A //�� hfl'S f t/io�r --DiWclor ArcW4c4ut2 _[ 2 5b5/1 Li Name-Title tJ Sf future Date • Project Title: Kenneth Zahler Report date: 03/25/14 Data filename: U:\ YBH DESIGNS\2013\Zahler\ENG\reschk.rck Page 1 of 1 REScheck Software Version 4.5.0 Inspecti®n Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0%were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. AO-Att.—QM, -1 .ri.;``;,"t, i•^- .,,©,'st ^''r_`r.- -di. `-.:,q:�:^l`.it '`E.^.} i .'`c"'� # `n f--`�- �'-W ,:-<�a�o .v`cY au�^'�.-�=Rcti ,1+4�fi=- ,. j�.G:.�y. s+�=;:.:^.:U'i .�s'?sx::�s:?, -�� '�^L`- i, dt�.•.- -.: �sZ�:t< t =.^f''a,. � .Plan`ssVe'rified : .FieldUe lfiedn H- �-s_-x c��.,,,-..:- � ti :pre sectiottP�abIl a ek:' ``e s` .r. 4l•?-VV/ 1 s _CP J liciA -g 4(ai erli ASSU t{ 5Z 6. R-m- ,. „--t-_-,-..g-4,-...15, :r,:=41,^ x.-z_ Va14+U .� ww4 alue�u x ,%-_-- :f_ V.,-. p eq.ID-, ?� - Irx. is = t .,,_. = yrNn_ v,. . - ---'-- =. 103.2 Construction drawings and DCom Hes (PR1]1 documentation sufficiently K. ' _ DDoes Not ,documentation energycode �1 � `_ .. , V '�. - ''s 1 DNot Observable compliance for the building = "� '' - ' - -,DNot Applicable envelope. yam-, `,` ,:. 103.2, Construction drawings and '- _�4„, - 403.7g _ g,.. DComplles documentation sufficientlye �. �__ c. [PR3]1 demonstrates energycode air- `�`�� _�� DDoes Not �� '�~ ==�¢ DNot Observable a compliance for lighting and mechanical systems.Sstems -.. _ _ _ DNot Applicable serving multiple dwelling units f, < "+,. .�, -- =-- - serving demonstrate compliance P Y , ,�,. with the commercial code. - _ �:w; i6 • e Heating and cooling equipment is Heating: Heating: DComplies [PR212 "�sized per ACCA Manual S based Btu/hr Btu/hr DDoes Not _ on loads per ACOA Manual j or -4_,`1 other approved methods. Cooling: Cooling: DNot Observable Btu/hr Btu/hr rea DNot Applicable -• ' Additional Comments/Assumptions: 1 High Impact(Tier 1) I-2', Medium Impact(Tier 2) I 3 Low Impact(Tier 3) Project Title: Kenneth Zahler Report date: 03/25/14 Data filename: U:\YBH DESIGNS\2013\Zahler\ENG\reschk.rck Page 2 of 7 2010_Neyj :s :;r: = s: 'S: ,_;• t,., - _ ..r, t v •kms,. -- - r :.�,> f _4_,_, >•,-::_ ��,P., p- :n;:tir �`<..M[�!h!I _ ."s;?;- -- .,. _t!1_ - n. _/�_ _p l n.,.�... „�,�`��'.��:: . ner _- 3A3 t2rl£i Exposed foundation insulation ❑Complies 1FO11:)r4- protection. DDoes Not ` '=`e l h ❑Not Observable ❑Not Applicable ilibliknIt Snow melt controls. ❑Complies DDoes Not } ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: • 1 I High Impact(Tier 1) =2-'Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title:Kenneth Zahler Report date: 03/25/14 Data filename: U:\ YBH DESIGNS\2013\Zahler\ENG\reschk.rck Page 3 of 7 :SecVon` !4 - -lar i;.,-c.rry-i- __ •Plaris;Verified Flelld Verifleal.:` :,- : -„e.Y `�-#= :i Fralj►iing j Rough-ln,lnsection - =r - -_- -ue-,-;_,F� t ;Cam iles7>=-c= �.eomm nt- A'ssu tioiis =• - - - _--,-,-.7:--:&-,:_.1;--- =Vlyeivfn `��,"=vdiuea_ -3� -�:-•_,.:� _ .agf.::-::--�_.,s5/:;�:;--�p,�::_ =-.:, & Req.ID . .,.- : -. > - -_ ,i4 f��.w.,,-dam.-:, - -,--:----,-.----..,1.- - :, : 4 — - r.. - ,: a- _:M.:.1^:moi(.^= .. .. 402.4.4 ,,Fenestration that is not site built '''..,=,.._,,.._7.4,_.„.,,1-----,m„,-"--.- F-= - -/.❑Complies F (FR20J1 is listed and labeled as meetin - -❑ U IAAMANVDMA/CSA 101/1.5.2/A440 Y Does Not or has Infiltration rates per NFRC v- DNot Observable '400 that do not exceed code � - DNot Applicable limits. W� _ -- -----'44---_--- '.-9_,_- _:-.:7_,------'7. _ • 402 4 5,=;x,IC-rated recessed lighting fixtures ,' -.0- >e5� ❑Compiles [[F 16� = ,sealed at housing/interior finish G .. s ❑Does Not 1-.<ut„ and labeled to indicate&It;=2.0: �: - a cfm leakage at 75 Pa. r �,, -f. DNot Observable ;" �,, _ DNot Applicable 403.2.1 Supply ducts in attics are R- R- DComplies (FR12J1 insulated to R-8.All other ducts R- R- ❑Does Not U in unconditioned spaces or outside the building envelope are ❑Not Observable Insulated to R-6.Not applicable if DNot Applicable alt systems are ductless. 403.2.2 All joints and seams of air ducts4r SU== - -' "p DComplies (FR13)1 lair handlers,filter boxes,and z� a = r_. DDoes Not U building cavities used as return is � F ducts are sealed. _ �` - DNot Observable _ �_,„,,,,,„,----- *;-,__.,,,- _- _,DNot., Applicable 403.2.3 Building cavities are not used as � " DComplies [(`F lR15J3= ducts or plenums. ;:,--------x&-` �y; ---DDoes Not . DNot Observable ' �n .- jDNot Applicable 903,3 HVAC piping conveying fluids ' R- R- ❑Complies -- 18'1/-J?;a above 105°F or chilled fluids DDoes Not ‘401- ,: ,- below 55 QF are insulated to R-3. :: 1 DNot Observable -414x„ DNot Applicable 40314 , ; 'Circulating service hot water R- R- `❑Complies [-R7$l2� pipes are insulated to R-2. DDoes Not 9 : .r_ ❑Not Observable � ) 1 1 DNot Applicable :,..-3,,,,,..0,1 .x3 `• Automatic or gravity dampers ares_ - .z-.� DComplies IF 1 j) installed on all outdoor air �' r� �es �` DDoes Not 9 intakes and exhausts. � �W �� - DNot Observable `� : - �- DNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 1,2; Medium Impact(Tier 2) 13 ILow Impact(Tier 3) I Project Title: Kenneth Zahler Report date: 03/25/14 Data filename: U:\YBH DESIGNS\2013\Zahler\ENG\reschk.rck Page 4 of 7 - - Y� - oy...�.'- '.y --yam -Y7.-.�.�`:�s.:•.-1, s, Y '-In tE•-ii:�l_ns"ect�on�� -_ -Co- -II"?y�., - Co►nme'ts• ssum do s..z Y0V-110.All installed insulation labeled or ❑Complies [IN13) installed R-values provided. ❑Does Not A4? DNot Observable TfP-r-- -1 ONot Applicable Additional Comments/Assumptions: • 1'High Impact(Tier 1) I=2:I Medium Impact(Tier 2) 3• Low Impact(Tier 3) Project Title: Kenneth Zahler Report date: 03/25/14 Data filename: U:\YBH DESIGNS\2013\Zahler\ENG1reschk.rck Page 5 of 7 -ae`ctlOn': :.i'= `.z';; o`" -1_: : _ _ _' ' Yed. ..''''''g_ Vkir :`�V�•.i. + �_ _ _ _ ti��-..-x.`.*. �3 �'�.'.r w'- ,4.. i�_ •3.-.; - ti =i3:- i:ce� ,`Prfslo 'PansV= f: . V_vgr`�e., .1 '""e=O�lplleS__ C�1�1- ssSS-�1p o .;m �:erra• c-..1 -1.1�ailn.spF-,PYIovt -n ,= _ rr` rValue`4=l ,._ a1g ,ti£; = t;::•�;z . wr4U. � ,. . ,,;&_'ke.q1D 1� :n:-?`;;. _�.-a %:,..+_ ',,r,-,-,43...:-.,.,..-3.?,,,,,,,-_,__. ,. -;r�:��;;��._:.; - i:.v_:";,i-, +__ -£+:�K' . z. :,s.; n, .. a- 402.4.2, Building envelope tightness ACH 50= ACH 50= ❑Complies 402.4.2.1 verified by blower door test result ❑Does Not (FI17)1 of⁢7 ACH at 50 Pa.This a requirement may instead be met ❑Not Observable 'via visual Inspection,In which ❑Not Applicable icase verification may need to , ioccur during Insulation Inspection. AO3; 3 Wood-burning fireplaces have -> `_-_.-7-i---_-0; -= ❑Complies jkjj3)2= gasketed doors and outdoor 'I ;-1-:F' =_ ❑Does Not S „,©? rcombustion air. •= - "-�- . ,= " .-' .' v v . x ❑Not Observable f VR t _.rte - �: =U_ x ...n e7 ' £`"{ o- . ❑Not Applicable 403.2.2 Duct tightness via post- cfm cfm ❑Complies [FI4)' construction with maximum ['Does Not v leakage of 8 cfm to outdoors,or 12 cfm across systems.For (=Mot Observable 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. 401z -zzX31 ...:.tee- -:-_-.-5,.;., -;,-,:a., ,,,-:;--.. - :• . ,E�;X:.ra Programmable thermostats 0--",` r� ❑Complies (FT9 r:-. . Installed on forced air furnaces. ` ❑ Does Not � "`'.% Pilot Observable : 2 j rzs ❑Not Applicable ao1-)1c ,..- 24Heat pump thermostat Installed 4� -r" ,.....,,,,,,-„,... ....-,..„ -,:u:,-,„� Complies on heat pumps. � �� Li Not WA t - ONot Observable ` = =;;Z -; , �_' ❑Not Applicable ❑Com Pies atymvC[rculating service hot water * - -ems p [ 1 systems have automatic or �� ❑ Y ,�- � ` 4, ., Does Not accessible manual controls. � � W , ^[Not Observable ❑Not Applicable 403:9,1.--..-*; Readily accessible switch on fes'. .. ❑Compiles (Fi12j3 heaters for swimmingpools. �._ P -._ - � 4.,� � -❑Does Not ©_ r - •.9. [Not Observable 'i .y :.:_. A- ` :.k v ❑Not Applicable 403;9,2--:'•'Timer switches on pool heaters ,,, „ w ❑Complies [F)19)3---••••,- and pumps are present. -- ❑Does Not N`WG`'` ” �itl❑NotObservable �, _ + - ❑Not Applicable 403.9:3.,';- Heated swimming pools have a i'•);:-:-.'---,_,5,- --• 1 � ❑Compiles [F120)3 : • cover.Covers on pools heated a 4a F1-1 �� Does Not • over 90 QF are Insulated to R-12. � -0- - _ .r - K ,. ❑Not Observable . - ❑Nat Applicable r0 — .-„ Compliance certificate posted. " _;�;❑Complies M,` -4--,-,- - .L._ - - �❑Does Not =-xi > ->.n:----- . .._ „:147-1-W...-..res-,,-- ,-.19 -2,),P ❑Not Observable , ' 'K ' - -: m:-= "_,_` -- .Elliot Applicable ,.-- 303.3. : Manufacturer manuals for . 0- • ..-_- -• _ = ❑Compiles [F118)3 + mechanical and water heating _.' -.~-•'-'-‘-^ •__ft-- --- "`�-v ❑ .. '- Daes Not equipment have been provided. - - - _• - - --`�� [Not Observable ,-ires- s- � .. '❑Not Applicable Additional Comments/Assumptions: 1 High impact(Tier 1) 1."21 Medium Impact(Tier 2) 3 I Low impact(Tier 3) Project Title: Kenneth Zahier Report date: 03/25/14 Data filename: U:LYBH DESIGNS\20131Zahler\ENG\reschk.rck Page 6 of 7 ' a 11 High Impact(Tier 1) 14:4 Medium Impact(Tier 2) I 3 ILow Impact(Tier 3) Project Title: Kenneth Zahier Report date: 03/25/14 Data filename: U:\_YBH DESIGNS\2013\Zahier\ENG\reschk.rck Page 7 of 7 2" Vent 112--/..airs Bath# 2 -� r \ '.�d I I/2" 1 I/2" lbstairs Path# 3" Train o 0 1 1/2" Ibstairs Path# 3 1 I/ I I/2" 3" brain 11/2" ► 1/2" • - 3" brain Master Path . === Lav 0 M 5" 3,1 I I/2" 11/2" 11/2" 11/2" 3" brain 1 1/2" 3" Train ii .I_ l.amdi I I/2" DW I I/2" 1 1/2" 1 1/2" 3" Train 3" brain 4" Train Pipe plumbing liner Plan Kenneth Zahler 63735 Ioute 4@ All piping Sized Greenport, NY 1234 per Local Code /25/204 APPROVED AS NOTED DATE: 2S! B p # SE37,3 COMPLY WITH ALL CODES OF FEE: NEW YORK STATE & TOWN CODES NOTIFY BUILDING DEPARTMENT AT AS REQUIRED A ttl 765-1802 8 AM TO 4 PM FOR THE SOUTH FOLLOWING INSPECTIONS: 9 r. 11 :1:RD 1. FOUNDATION - TWO REQUIRED St:- : i FOR POURED CONCRETE S k49Le-TM-TRUSTEES 2. ROUGH - FRAMING & PLUMBING . 3. INSULATION ®- .g�V4�< 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW PLUMBER CERTIFICA -,O.1N'' YORK STATE. NOT RESPONSIBLE FOR ON LEAD CONTEIIBE, Rr , ,, DESIGN OR CONSTRUCTION ERRORS. CERTIFLCATEQF-QGCUfA N Y SOLDER-U$80-11V-WATER.' OCCUPANCY OR EXCEED 2/10 ,1 L WT; It1l; ' E IS UNLAWFUL :; .-, .,._E, .:6:rr; 5•!i ; ,y, Via.` �"i= `'�'""�r.�i!'�==i WITHOUT CERTIFICATE OF OCCUPANCY r RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 PLUMBING OF THE TOWN CODE. ALL PLUMBING WASTE _ _.__ _ &WATER LINES NEED DO NOT PROCEED WITH, TESTING BEFORE COVERING FRAMING UNTIL.SURVI=Y ;;OF.FO,UNDATIONLIPCATION�' HQ§BEEN'APPROWEP hI ELECTROCAL INSPECTION' REQUIRED SURVEY OF LOT 2 MAP OF PROPERTY ANTHONY 8c SALLY PIRRERA I FILE No. 8758 FILED JANUARY 7, 1989 SITUATE L GREENPORT proms SidR WI TOWN OF SOUTHOLD c p ,,t,61.?.) Jr,. 0/ty- SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-40-01 -20.2 SCALE 1 "=40' SEPTEMBER 5, 2013 AREA = 118,485 sq. ft. '\4C\11 / 2.720 ac. * CERTIFIED TO: ABST,...4/Z)(\// ho• FIRST TAMERICAN S INCORPORATEDEINSURANCE COMPANY ,,,L/S) KENNETH B. ZAHLER r' JOANN ZAHLER y ." t.1` 01. .>t o, NOTES: �� 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM C, 4 cf` �� EXISTING ELEVATIONS ARE SHOWN THUS:35.0 ` EXISTING CONTOUR LINES ARE SHOWN THUS: 35 ' '� ' F.FL. - FIRST FLOOR (�� r„ G.FL - GARAGE FLOOR 4c t) M,; J� T.B. - TOP OF BULKHEAD �� T.W. -B.B. - BOP OF OFWABULKHEAD L B.W. - BOTTOM OF WALL �(r) ,�4 2. REFER TO FILED MAP FOR TEST HOLE DATA. 3. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,200 GALLONS. %' // 1 TANK; 8' DIA. 4' DEEP 4. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. / 4? ,/ ' 1 POOL; 12' DEEP, 8' dia. / . PROPOSED EXPANSION POOL %� ' 1 '// PROPOSED LEACHING POOL C) PROPOSED SEPTIC TANK 1 \// o 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD �. OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. II 19 \ ------------40 �r 1 V \ O 0, 1 4- I I 4- , J o 1 I 1 I 1 451 I 1 ,v \ 'I \\ 37.6 '__ Q e- --35 4YZ�� v4/ ?GrC`o �0 i.�o ce.o PO (cj % 40 -- 6�P�``�r �� 3 2 ci-,,,,,, s....,A- '' ''• ‘ 3, P \ It4/( -"Ass". .7 •••" - ....:•:....• N/ ;;;OQp5E0 4.•`•..f.:::.:•.•::•: :::.•:•:•.:.`':::•:•:- ` 6 0 4--tt > A -7Pyew � pp te`/ •.•:•:•:-............:•:•:•:•:•:••:-.: ? N:::•.: 9.5--- 01' �` SURVEY OF LOT 2 MAP OF PROPERTY ANTHONY & SALLY PIRRERA • r' FILE No. 8758 FILED JANUARY 7, 1989 SITUATE • • k`1 GRHT\PORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK / S.C. TAX No. 1000-40-01 -20 2 SCALE 1 "=40' ' // : SEPTEMBER 5, 2013 MAY 22, 2014 FOUNDATION LOCATION JULY 16, 2014 ADD DRIVEWAY DRAINAGE / AREA = 118,485 sq. ft. i'"°,, C) 2.720 ac. �) /� CERTIFIED TO: �h0 ABSTRACTS INCORPORATED -------->- . FIRST KENNETH AMERICANB. ZAHLER TITLE INSURANCE COMPANY '' '''C) s r' JOANN ZAHLER PSXN E 0, 61,,` o j NOTES: `� 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM Q.4_, EXISTING ELEVATIONS ARE SHOWN THUS: 35.0 7 Q EXISTING CONTOUR LINES ARE SHOWN THUS: 35 e ,� °_° F.FL. - FIRSTG FLFOLOR 0 °�O �� T.BL• - TOPAOF BULKHEAD B.B. - BOTTOM OF BULKHEAD • T.W. - TCP OF WALL B.W. - BOTTOM OF WALL • ^`' ,t,,(:1 2. REFER TO FILED MAP FOR TEST HOLE DATA. 3. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1 ,200 GALLONS. 1 TANK; 8' DIA. 4' DEEP 4. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. /// ° 1 POOL; 12' DEEP, 8' dia. ' f PROPOSED EXPANSION POOL / / PROPOSED LEACHING POOL O PROPOSED SEPTIC TANK / C'D0 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD { OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ( W s o - 40 0-1 61„ V 1 N I 0 O' d 0 I I Q° �, 1 �, P \ ` Pyti O 37.6 35 N N N ------- 40----- „..__,_ 34.2 N OPi --- N `\\ 0 OLi N RP N , '2; ,N,!\`141 - ��6 : ••••.<-'• ` /S''3 �" m N�\ S 1�a s. \\ OESPL ^ \9p '0. N kl:5� y - P°0 o. N\..0. 40--2 3p 8 pMP��pr ,\�? f° 100 a5 0\ S-S°R PR�U�OPj '> N o2n\ RIE PSN \43 °O° FO po. m. SOp 0P°�N ��%7 555 25 .r-S1% R°p0°°\. P P w zQ T EC) SZ moo. I QOo�E CNN ROE $\ ��. N 2 6 9°35.7 k °PK i i 1 . 25, o N°NMPA,N N. \ 1'p --S 0.-0\55-- \ s\ o F F\-• \ •zo (,- \ o p A z q ON 13 1 Y'\) \\ pQ01 O \ OI S. I 38.9 \ 0 114 \\\ G� C.i 40.1 11 O . i• Q. Fq' v�o crk 111' 3 kw • ,. GG` 7, O G2c� Orn • N iz \\ M N • o:' c., 7 ' 0: II 39.0 qti c m F�� \ STONE `\\ 0/ `l` \ \\ I, .<: • 41.2 1 WALK G N 6520°° '1 `.-`j �Q. o� \''� F \ ,, J\O� O3 a -.tom ! -,_ �� \ S.4 �-1414,, \\ 9..G1- ,c� o: .rc^., \42.0 2�\\\\ S-co 38.1 <` Z OF cN '` O \ \... VR REN°N ORP 5 \ ooh \ \�. vy� P_0)05 W DO 4 OEEP c t� 39.9 \ in \\\ \ 's 37.0 \`\\ Gni�� 38.1 �// •FF m £ov� �� o / opP � \ wOis \ �: \\ 38.6 x t \1 •N •a\L 16 .:::l'':-:'::.:I':1':1'':::1'-:.:1\,::\::\\\ \":1\, t \1/ kP ` \� �i 1'' 9 0 O \ O �2 \\ ,'1s ' i F \ 0) aP '� 39.7 013s* - . or• :'li, STONE WALK `% .SB s, ' '/\sem 40--------- uB?R 3: --\ 33% r.. F i R,,. v-f n/ '�>.7„�. to `\SHED FRAME 0S O 6 Os\• 6 M .q -V.O , Nis \\\\ 0l • ti� �.8 s \ C' 9.1' • `\ I r, \'` ` f ``35. �7 , 3g, rn _ Q. ��. TEST HOLE DATA F �� 35. ^ /' 32.0 . co,.o� o�% (BY OTHERS NOVEMBER 7, 2000) w, '';€\34.5 0c").OOF`P cN•3�� DARK BROWN LOAM �z_ s �R 1 BROWN CLAYEY SAND F 4-4 -P \```` / " WITH HEAVY GRAVEL oFFo �A\\`\j;'"; Q".,.6.8 / / o�C,\CQP �� O f\ f� 3.1 x F,oc'‘ S':;') 6D PALE BROWN FINE SAND �9 5° ,, *0 �'Ij / 31.3 �l Q,'i;AINlAGE INSPECTIONS ARE REQUIRED "0 33.0 <0 , 31 7 Contact TOS Engineering at 765-1560 before f_(� 0 (J A,� L L I�1, 17' cS.. J t� 5 l2 S r �� Backfill,OR Provide Engineer's Certification 5 VS 0- 9P��\� that the drainage has been installed to Code. �y f DRAINAGE SYSTEM CALCULATIONS: i PSQ�P 0 ��\G� �'t' t { - 1�� '14 (�1+� `• Z�� `� ROOF AREA: 3,698 sq. ft. / of 9\S L. 1n ttt��' E 1 3,698 sq. ft. X 0.17 = 628.66 cu. ft. / FPC'C ^� 628.66 cu. fi. / 42.2 = 14.9 vertical ft. of 8' dia. leaching pool required Z' CONTROLS PROVIDE (2) 8' dia. X 8' high STORM DRAIN POOLS E;';OSI®�&SEC:M PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: Shall include but not be limited O. K� A well maintained Construction Entrance, DRIVEWAY AREA 1: 2,000 sq. ft. Wire Backed Silt Fencing,stabilization& 2,000 sq. ft. X 0.17 = 340 cu. ft. and/or inactive sok_ 340 Cu. ff. / 42.2 = 8 vertical ft. of 8' dia. leaching pool required Seeding of exposed PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYSAS ESTABLISHED PROVIDE (1) B' dia. X 8' high STORM DRAIN POOL WITH TRENCH DRAIN - BY THE L.I.A.L.FS.. 6.D4D--API5RO ND ADOPTED DRIVEWAY AREA 2: 2,000 sq. ft. FOR ASSOCIATI t" � a.;',y,. •� LAND 400' OF DRIVEWAY AT 8' WIDE = 3,200 sq. ft. '.AF " /^ PARKING AREA BY GARAGE = 1,600 sq. ft. TOTAL = 4,800 sq. ft. TYPICAL STORMWATER UNIT 4,800 sq. ft. x 0.17 = B,s au. ft. APPROVAL OFSTORMWATERMANAGEFJIENT * .t 'O � � LEACHING CAPACITY OF 4' WIDE X 4' DEEP FRENCH DRAIN AT 40% VOLUME = 6.4 cu. ft. PER LINEAR FT. CONTROL 'T• Code h p 237 2� i' tv `1 (TOPS TO BE TRAFFIC BEARING) C11 .r • 816 cu. ft. / 6.4 cu. ft. = 128 LINEAR FEET OF FRENCH DRAIN NEEDED Date: !✓ K'7 1. i (NOT TO SCALE) PROVIDE (1) 8' dia. X 8' high STORM DRAIN POOL WITH TRENCH DRAIN '"&. y Q 1 1 roved :�� N CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) AhP `Tew; FINISHED GRADE �OR 6" THICK REINFORCED CONC. COVER c5 i 8" TRAFFIC BEARING SLAB ` 1'-0" •67 4 (max.) 4,0 - C7+-------- PIPE FROM ROOF GUTTERS FRENCH DRAIN DETAIL N.Y.S. Lic. No. 50467 � 8-0 (NOT TO SCALE) UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin III CRUSHED 3/4" - 1-1/2" STONE L.01.��.�...�.►.��..� TO THIS SURVEY IS A VIOLATION OF ALL AROUND o �� SECTION 7209 OF THE NEW YORK STATE Land Surveyor o .ti .o"...~..~"��c COARSE EDUCATION LAW. LEACHING RINGS �� `, 0o REINFORCED PRECAST CONC. STONE COPIES OF THS SURVEY MAP NOT BEARING V 4000 PSI Co 28 DAYS .��.�.��.��.��.;' THE LAND SURVEYOR'S INKED SEAL OR ♦♦♦ 3'-0" 3'-0" �� EMBOSSED SEAL SHALL NOT BE CONSIDERED (min.) 4"y F(man.) ^� • �� TO BEA VALID TRUE COPY. •1 �� CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. I►.it.Ot.^ete.0,�.i+ ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. 1 P AP 4P 4P • 4P 4 IS PREPARED, AND ON HIS BEHALF TO THE li7421 VII o61 mt.V.git. TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout o LENDING INSTITUTION LISTED HEREON, AND N E I b 4 T° THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 z TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. GROUND WATER N� OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 GROUND WATER ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 33-2331 1.-{-_-7-;:z:- : � SURVEY OF IL_ �= � MAP OF PR OPER T Y ANTHONY & SALLY PIR HRA 11 (�--- i • FILE No. 8758 FILED JANUARY 7, 1989 I 'l r_-1 i - j' 1 _- SITUATE �i._ , w `i GRI-11E PORT i I �,� I TOWN OF SOUTHOLD L� =` SUFFOLK COUNTY, NEW YORK (� S.C. TAX No. 1000-40-01 -20.2 SCALE 1 "=40' 1 ? SEPTEMBER 5, 2013 �/ MAY 22, 2014 FOUNDATION LOCATION JULY 16, 2014 ADD DRIVEWAY DRAINAGE On AREA = 118,485 sq. ft. %) 2.720 ac. (3.,.. ...) •,// sci � CERTIFIED TO: 4 ABSTRACTS INCORPORATED FIRST AMERICAN TITLE INSURANCE COMPANY J' KENNETH B. ZAHLER "",-.4 JOANN ZAHLER ie 3r "p, NOTES: ?`� 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM c - c EXISTING ELEVATIONS ARE SHOWN THUS: 35.0 __,L.S.." ^." PQP EXISTING CONTOUR LINES ARE SHOWN THUS:R 35 4: G.FL. - GARAGE LFL OR O P T.B. - TOP OF BULKHEAD M kk T.W. - TBOTTOM OF OP OF WALBULKHEAD B.W. - BOTTOM OF WALL ",`' V 2. REFER TO FILED MAP FOR TEST HOLE DATA. 3. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1 ,200 GALLONS. 1 TANK; 8' DIA. 4' DEEP ��°� 4. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. ' 1 POOL; 12' DEEP, 8' dia. t PROPOSED EXPANSION POOL /// ,'^f'///:-.3'?",, PROPOSED LEACHING POOL / PROPOSED SEPTIC TANK 0• • • • • 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD W OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. LP o 40 04 Io , 0; 1 1 i �o 1 I � I 11 00 I T 4O . 37.6 . . --- 35 40-- \ . a s-^' 7 34.2 \ . a 1f , % POO \\ \` "i •''s 3 .' `--" N\,2 1 S-C* , - , N \ if r-'�.. '0'. W. \\ N N ,'' .:.. `9 0 0_ h�•i g Pp0 o. P�tpN o / T 0\l''V "Cs- \ `3? EppNN Aj �� 0\ S.\C) GREZUNDPj10 '..i,Gyne � N , ,b3 COOP FO A0 'v_ rn g Sip pP SPS z5� 55 z5 r/0, QRpP QOp\. v• 2a T FpR LA 1 5-C)' 'P FNC TO • $ W •0.cA i 0 ?°)() RO Epp\M PREF i 1I •6� 900\35.7 OP 25:\. �Np;MPA ° 0 \ f -o F\-. \ .\ azo I \ Zd p '-'3v 6 \ o. , t I � C0 C0 , 38.9 1. s O It Q. �009� 40.1 I O I' a w f Gtr( p I G2 O o \ M a^ 1 I `' r 1 eAecr o c' 39.0 a 1)P/ ,�' I n:' STONE 41.2 1 \, 30" ` `� .; WALK G N 652 p0 .`'� Off° \\ / / E J O -• CO �A , 4'.4 Q9�SR0 0R`C� . qct-, •'� Q .� 0, F� ` 04' \ • i SPL 0 c o: -rc^ - \42.0 �c^I, NE PRt\NO \ w ''''."-N,,,,,/38. jo P 38.1 pF S ``•`\ Q 5 \\4-Ps. R�NGN DRN�N f0 39.9 ` q W v.J, 37.0 �. \\ 4v� 38.1 %/ Opp SOI. 2 O� f ;/v •'t'c^ NE O 9 Zt\\//..v: \ �� rp.1 \� 38.6 \ flc,;( t •a \74 `i1 GPF �� \ V t ° 0 0 ai 0' \ \i \.! .' .' �, st SPK \ `, �J I v' 6t � I l 'soy ; 4► . I �� < ap" ,. �� 39.7 N�f 39.0 a/:/,l / a .\tea 1: r� WALK O y d It �,� a i 40 8»\ F a 33� 38- � n \ v _ i _ d' •- ' ',,OD'',s8 . c \ a '''1^-\)'"I• G 7- ''''. QFRAME \9 / �S {^.... Y U) .SHED Lo (y \ . 1 Cn V . \:.- z-� T.3 ` �� ti -35.9 US -, 4I _\ / 3S, \;\r` `'35...,,, / \ t'' \� /'/ JPO ,-,c,. c.,--,,,. \�F,`� TEST HOLE DATA 32.0 e° ' (BY OTHERS NOVEMBER 7, 2000 ,p,\,5), `Y.I peps p�VN ,�o o��/ DARK BROWN LOAM -�---35,a �{" sS. "1 / BROWN CLAYEY SAND -oOF „, ". / S�eP WITH HEAVY GRAVEL 0 c% Q, .r;,>'%`',' �� 6.8` / e� 7' o ��cp r _,fir ,\ / p G°\c' �� F p PALE BROWN FINE SAND t.95,b.0 •++ V` 1�P 31.3 • . <40' a / • 17 L 33.0 / �� / 31.7 DRAINAGE SYSTEM CALCULATIONS: / / v,,,c, e �O eNo�P�� ROOF AREA: 3,698 sq. ft. / of eJ 3,698 sq. ft. X 0.17 = 628.66 cu. ft. / PGF' 628.66 Cu. ft. / 42.2 = 14.9 vertical ft. of 8' dia. leaching pool required �` PROVIDE (2) 8' dia. X 8' high STORM DRAIN POOLS PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: C)� DRIVEWAY AREA 1: 2,000 sq. ft. 2,000 sq. ft. X 0.17 = 340 cu. ft. PREPARED IN ACCORDANCE WITH THE MINIMUM 340 cu. ft. / 42.2 = 8 vertical ft. of 8' dia. leaching pool required STANDARDS FOR TITLE SURVEYS AS ESTABLISHED PROVIDE (1) 8' dia. X 8' high STORM DRAIN POOL WITH TRENCH DRAIN BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND DRIVEWAY AREA 2: 2,000 sq. ft, TITLE ASSOCIATION. 400' OF DRIVEWAY AT 8' WIDE = 3,200 sq. ft. PARKING AREA BY GARAGE = 1,600 sq. ft. -ct,OF N;c, TOTAL = 4.800 sq. ft. 4ty`' ✓!, TYPICAL STORMWATER UNIT 4,800 sq. ft. X 0.17 = 816 cu. ft. �� r C LEACHING CAPACITY OF 4' WIDE X 4' DEEP FRENCH DRAIN AT 40% VOLUME = 6.4 cu. ft. PER LINEAR FT. ` (TOPS TO BE TRAFFIC BEARING) 816 cu. ft. / 6.4 cu. ft. = 128 LINEAR FEET OF FRENCH DRAIN NEEDED ,, \--v‘.,--- ' (NOT TO SCALE) PROVIDE (1) 8' dia. X 8' high STORM DRAIN POOL WITH TRENCH DRAIN ' Z L1 ' CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) / p , FINISHED GRADE �OR 6" THICK REINFORCED CONE. COVER 4;, ., �" J 8" TRAFFIC BEARING SLAB (max.)1'ax. 1-J ,£' C., '.4'4' - .1, 4- FRENCH DRAIN DETAIL ,,-,,,,,, _,,. (;1".-4--------- PIPE FROM ROOF GUTTERS t�� + .Y.S. Lic. No. 50467 8'-0" ■ (NOT TO SCALE) o _ _ _ _ _ UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin III CRUSHED 3 4" - 1-1 2" STONE � ~� ~� X� ~� z� '� TO THIS SURVEY IS A VIOLATION OF / / .�c� SECTION 7209 OF THE NEW YORK STATE o ALL AROUND � EDUCATION LAW. Land Surveyor LEACHING RINGS •_ _ _ � �� COARSE • ��.� STONE COPIES OF THIS SURVEY MAP NOT BEARING o REINFORCED PRECAST CONC. �.��.��.R.��.��.' THE LAND SURVEYOR'S INKED SEAL OR 3'-0" 4000 PSI ® 28 DAYS 3'-0" - • • - ��•��or,.��w EMBOSSED SEAL SHALL NOT BE CONSIDERED 0 o TO BE A VALID TRUE COPY. (min.) min. �� /.� �� • • 4y �( ) �. • Successor To: StanleyJ. Isaksen, Jr. L.S. � � �� CERTIFICATIONS INDICATED HEREON SHALL RUN 6 ,� �� ^� �� ^ ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. /•-•�•-•-•-•� IS PREPARED, AND ON HIS BEHALF TO THE _ �� TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout c Zhi 4 TONDING THE ASSIGNEES BNOFI THEEB LENDING INSTII- PHONE (631)727-2090 Fax (631)727-1727 V E TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. -INGROUND WATER 1 - OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 GROUND WATER ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 33-23,313 L.? o r, ,, SURVEY OF ` LOT 2 _ ,..„,,,' 1._.,.r: „,„:1,-,-;�,; �3 I MAP OF PR OPER T Y K ' fG /1..4. ii ; ANTHONY & SALLY P I R R H RA� � 1 Q •; 1 .)LI i • r IP-ti FILE No. 8758 FILED JANUARY 7, 1989 '; � ,"• ., ''L..17i SITUATE / • 1 .-: L- _i Lt. �t iii ;. r, T.5 6:: `� GREEXPORT TOWN OF SOUTHOLD Z.' ,,(1,)- �� .s1-...'s\'1:1-1:'¢� � SUFFOLK COUNTY, NEW YORK (? C:= C7 \ o V a ,. =t o ° �` G�: 1.,..-:oS.C. TAX No. 1000-40-01 -20.2 of '"w J �` SCALE 1 "=40' '. 4(C:::) ; `� CJ " °' SEPTEMBER 5, 2013 3 is :. 22, 2014 NDATION O to r,,1 vs o ` JULYY 16, 2014 ADDU DRIVEWAYL DRAINAGEO N 0 1- .s� �/ AUGUST 10, 2015 FINAL SURVEY h0' AREA = 118,485 sq. ft. 2.720 ac. .cr:c--;------"1\ N.--3 ,* CERTIFIED TO: t,- -II As. ). 'v7.../4‘) .G....- 61, BRIDGEHAMPTON NATIONAL BANK m FIRST AMERICAN TITLE INSURANCE COMPANY is r•: rriM( �� 0' KENNETH B. ZAHLER Cb t- >� QQP 4. 1777.r1"a 0 h 6 , o o4 m° ///1:C.-33?; .-• :let ,`/ ////,////// o tl4 4,.4'0op AI V o / O' ��k T'it, o 1- 2 �O ti �P O2 O4 co ArO N. 00 \ C \\\\ \ <( ,' Ni?. l\ / K y c^o N.' N UA PN, d JER \ ti FR PGF- 'S o \i �� 2c' stoRoo QEc,�//,I�� Z SSS GPR p'o50 l J 1 C s-•fps Vr0 / 2 Yklp rn. / Pf• \4. R * ' w. 25 I� E ONG pPO •s_ ,flAV,��25 . Ss.-05 \4) s Ec \.0°1, 0 • 401.1F...\F.SS'(o? ,� �� p *PCPs $f.? OOT opo°C... SEPTIC SYSTEM TIE MEASUREMENTS FOR NC''\),A\��\. s \ o-o 11* 2.5 HOUSE HOUSE o �� $Z zs� CORNER A CORNERIBI s�PPii ci f j SOVESEPTICC TANK 25.5' 59' �_m / V LEACHING POOL '' "��= COVER 46' 61' NG �1cKs'cRe �0�z ��,cQOO\- 9 , \ - ' 'cd G \ LP O ,�l0 . w srn o ` 1- N �13 AFCI 'Qt,4'C \ m . F( ' i D ; STONE ' . • WALK , o"-5o ,o I f . G p\ 6520�0 2 \�. e<C :` i ,-, T F r Z O ` .` -- 'VA th PPRµ\NO � „� ci9. S'CONS- ,_ \ �' h. 'Si, \ 0,./..e.1.1_ oy L \• ` F-F 4 \ (O \ a - \ 0 \ 1 - lALL elf\ !'' .' stON K $'° 1 O� NP 0 ' Off.\\I;1,'i 37. i.,‘iii\8 I- \ '\. i -7 ki,--.,0_40\LP 20P/ O \ F 2 / �• � 4 \\I \i / ./ N....:..., YIP 'J t y \ /. /i. 4o tea. s - /'^�. STONE --\`S S, F` �; • WALK �•. /3 A2\ " .. '`-p -1-.'*- Q` N SHEDFRAMS �0' L\'^' S �� o • \ �,IF cP P oC E t9 J 5, O ;" t9 ��"0 J „o C1 / / ,�JP�F, / / Q�P�Z QPJF' ��pSO�iC\ P� O g\G / OF . QJ 7 BOG 04 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION_ .e.7,,,,- _ S - � µ<• 1 `.4 � --_. r✓.--'.` �N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin I I I TO THIS SURVEY IS VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 33-2330 q.3" � - n N Foundation \obes: _„6 i E -73 , Ca ! I - Foundation Section 2imensioning ano, or roo-,ing5 are 7 - 1"o Insure Correct Panel & Siding Fit, 'le 3uilder Wust \,o-.,ifi,i vP. 4 Fiett,rt.1 Side Su9ject A Soil, Codes, e,c Yankee 3arn Immedia-,ells Of Anil Foundation elevation Changes r _ v k -- -� 25' o" Or If le Floor Joist System Changes Compared ro ieserlans 4 ` I p, 1) 2 Column Foa-,ing Sizes are Based on a Minimum Soil Ano .details, 3 E t-1-1 -. _t 5'-0 3/16" 3' 3 3/4" 8' 4 I/8" ,3' 3 3/4" 5'-0 3/16" / 3earin Ca.ppac itq of 2,000 psf, Ac-uual Soil Conditions nti Should be Pe,ermined Prior ,,o Setting Forms, 8 - Maintain 7 -0 From Finished Slab fo Bo-,tom Of Girder ` i N N X41+ N 4 v N _I, § `5 t ts } � Li- „, N U 4J semen I I n 13a is With Living Spa e ::.:•,•.::. .'.::. :.;... :;: ::' ,. s - Provide Anchor 3olts ( 5/ 8' @ 4' o c ) , �, N Level Sill fhoroughlii and 5him Permanentlq and Adequatelu 8” 9 = 9 - Girders - LVLI5 2:0� 2850 �b grade: C LVL ' s Can be Peplaced g With Special Care 1�aken at Post Bearing Points! 00 (cup,) =�' ® ;, N Unless O eriwise Specified on rile Shear Wa I Schedule: with a e uivalen', sized 2:0� Parallam:) Pas' - `� a ,eners Per Manufac,ure s '' See Shear Wall Schedule for exact Spacing a', Shear Wall Locations Installation Instructions but no less 4 g ,,. -,_5 , ° " >v -. _s than: � � � g -� _R / 2" Solt & Washer @ 12" O.C. Staggered - °' ' G - gg on LVL, T � �� g-L ? c /8" Anchor Bolts @ �' o,e, s� Giroer Pocket Sizes are Based on a 2ropped Girder, 13,U: Girders should be a Minimum of # 1 & #2 SPP, HF, SP g . ! t. o or better unless nosed, Pas-.,en with 5-16d @ 12" O,C: each j k -- o 1 cn C131� Foundation Contractor) 5 Location and Quantity{ of Basement Winnows, Bulkheads, piece, detailing of all steel b wilder, C 1'�p,) unless Otherwise Noted X egress Openings, Crawl Space Access and Vents to 2e ;nds 3 of all Girders must be laterally{ supported. SoHo block @beam pockets, '`i - On Shear Wall Schedules = (2)5/e"ad�rPdts per N inimums in Local 3uilding Codes or as Pec�uired bq and use Simpson V37 strap knee brace w/ \543 nails or equivalent where " ,s ` a _ . M w/(7wble Sill Plates >— v. � S o N a/raibla5111Pl to = Owner and Builder, girder ends are no-, braced, 7 N § S' L�9 11 wi r�r.. O 6 O - U` C' c� _� z 0 Solid Posting Pecuired Under all Structural Posts k - 6 g a 3 N $ w Peal 8"wider}"17epthxl't"l�e�#,t , ( See nrawin 5- :2 for Locations) : cul g _ � � � (Hei�,tMea CShimaSNeeded)o wall) t g I Height Foundation Walls A s A �. E _- Pocket I \ v 9t 1 t. }I (Nei 6Mea dFarnf oFFatmdatiaiWalD c Iva!, Slab �J 94" Foundation Walls - --, d3eam n � „ i _ = O p O W - Packet 2 (Shim a5 Needed) \ o o Peal 6"widex'1"CJepthx9"Hecht '.. ®- Simpson NNnQI4-5f752,5 bu YI3H t Walls �nd Plush w/ or Below Garage 5Ia9 c2>y/e"nndory "Iz Packet 3 (Neil Nleawred Far fop of Fardation Wall) w/noble 5dl Plates (On 6x6 PF Ports) C Shim a5 Needed) \ \ , � • at this wail Segment (Simpson 5t31z30Anchor l3oltbgPwndatlanCa>tractarw/ %//� Walls �nd Mush w/ or 3elow 3asement Slay s o CMM Coupler Nut& I"All Thread IN 11.1) _ MI,. ' !I ,:_� (2 3/�}" In From Outside Pace of Concrete Wall) r - K1 AI ® = Simpson HPU 1I - I II-5E252.5 b Y13N0 S��andard Weight �" Schedule �.- � `' N2 40 Plpe: f ti i (On 6x6 PF Posts) I _ __I g - -�—' i �xterlor 5tair5 moved (Simpson 5131x30 Anchor Bolt bti Foundation Contractor w/ �- -� per owner request, CNWI Coupler Nit& I"All Thread by Y13N) 0 v o (2 3/4" In From Outside Face of Concrete Wall) = o is 1.1> ° " 5impson 51I-V14-kJ Holdown b4 foundation Contractor X10" ... See 5- .1 _ ® = Simpson 511-11214u l4 Holdown b Foundation Contractor hrainage 19Ian5 / -6" R o ,t ._ Fillt ..1 Simpson 1.511.1128-kJ Holdown bq Foundation Con Tactor dor Foundation/ Pu Ot l ens Counterfort ! \•1 ... ' N N `: `� ti ' ;, :;: 0 - Simpson 1.51'1138 Holdown bq Foundation Contractor 19t Moor heck Petail5 ,- _ CV / 7 " Fh1H::: , 4'' FT I I 10' 117/8 2 6 O ,,,., o CO --) > 2, I _ = I =� — ii oI I' L _Ili_ 9 #= - Go „I I I tri L'as „' I:I III 8'-5P.�U' 2O 0" (, (I f ' / -`� =' - - 28' 0" / :f j 27' 6" f �� / Well HI III A. 4 , E l iii (I' f" r3, 5 5/l6' 2' 3�i 8 �-\ ,„ 2 6 I I , 6' 8 5/16" II' 7" 3' S 1/2" 3' 8" 5' 10" 11-10" 5' 10" 4' q" 4,3" . II; ., __IL IO r Ei, N H H N 5 �'- c ry _ ..,:. ,, • • cQ • -.'t� • Beam Pocket I t3eam Poet I • ' 9- �r t3eam Pocket 3 oil '`' 10" O_ "' " 1 5' o" • III (r.p•) 15' 63/x" iii co 40 III o Z l)1It i -Q it, ®S \ \ s® ;. 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Brungraber, Ph.D., P.E. 2014.06.12 14:29:57-04'00' nraw inq # Grew loom Side 5-1 J 3733 IV ; _____�__�_______ *MICHAEL JAY WALLIN o MASTER BEDROOM = ' i - `\ ARCHITECT o 1 , {7` '" ' I 49 E.CARVER ST,HUNTINGTON,NY, 11743 ii SEP 1 1 2014 'LJ 1 PHONE(631)271-7344 FAX(631)271-7351 EMAIL:MICHAEL@MJWARCHITECT.COM \ r`; , i,",I) WWW.MJWARCHITECT.COM • PROPOSED DECKS FOR: DINING ROOM GREAT ROOM MASTER BATHROOM ZAHLER RESIDENCE a' 63735 ROUTE 48(NORTH RD.) r GREENPORT,NY 12534 THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE • INSTRUMENTS OF THE ARCHITECTS SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE - IT ''.1. _ _ 111 \ PROVIDED THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN PLANTER 0 PLANTER COPIES OF THE ARCHITECTS DRAWINGS,SPECIFICATIONS AND 6'-0" I OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN m CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE IIJ I�� PROJECT. TIIE ARCHITECTS DRAWINGS, \ \ 14'-4u SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS FOR ADDITIONS ' „ STEP TO GRADE AS / / TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR BREAKFAST ROOM 3 -03'-0" REQUIRED OTHERS WITHOUT WRITTEN CONSENT FROM ARCHITECT. r „ II 0 (TYPICAL) in 11 III '-1II---—�- _- cv M BBQ LOCATION- 0 in ■ \ 11 I1 .. 0 N DECK PLAN 0' 2' 4' 8' , SCALE:I/4"=1'-0" I 1 __ 14'-8" t 19'-4" / / ± 34'-0" i\I , . r - ( . 2x 0 LEDGER / o ESTABLISHED MCMXCI 6 N � cv .A DATE: (2)/< V' ) ... 2x12 3 \ �2x10�EDC ER \ /4 14'-4" 0 _ h it h (I= ciI_ _ _ Q – Cr)(2) 2xI2 ' T– 2x10 LEDGER A (--------'7 cs, x A X N 5/4 CEDAR TOP RAIL REVISIONS & DRAWING ISSUE : • 0 0 (2)2x12 m 0 S.S. GABLE SYSTEM /' \ ISSUED FOR PERMITS 61.3.14 NOTE: LESS THAN 30" TO 0 II --- i III' ---'III'----- 'Ii---.... u GRADE THEREFORE CABLE � 0 SYSTEM DOES NOT NEED TO /' 1 Z9 CONFORM WITH 4" SPHERE A 7-- a PASSAGE REQUIREMENTS estAn N 4x4 POST CLADDED INA (2)2x12 ROUGH SAWN CEDAR oA CEDAR DECKING /a\ –10" dram. SONOTUBE 1x12 CEDAR FASCIA BOARD RC1 • PROVIDE BLOCKING FOR 2x10 a 16" O.G. 2x10 616" O.C. 2x10 LEDGER 0 0 (2) 2xI2 0 0 0 POSTS AS REQUIRED LAG BOLTED 16" O.G. ci i.k \ U X H2.5 CLIP (GALV.) (2) 2x12 O CEDAR SIDING TO MATCH THAT OF HOUSE j O ^4z – - EXIST. FOUNDATION WALL 10" SONOTUBE \ '� ARCHITECT SEAL: DATE: )7) SCALE: I -2 (,........._______ ,`°RE ARC DRAWN BY: --/— / /� . & Z`%'cle.etIeL JAY K,y/�� , '"CHECKED BY: �� [/ ( �a DRAWING NO: 7. ��• „t7 F I �4./ 1 , 2 1 °N. l"' /ifre"..44,,A.vp 0 _ _ , A_ 1 DECK FRAMING PLAN e4-0-- q o22 .� Q..,.. . SCALE:1/4"=1'-0" / '1\i DRAWIN NF\N V FRAMING DETAIL 0, 6" 1, 2' DECK PLANS _ .-J I \ SCALE:P=I'-0" 411101 IV , M ♦MICHAEL JAY WALLIN • MASTER BEDROOM DECEErN A R . C H I T E C T • SEP 26 2014 1..0 49 E.CARVER ST,HUNTINGTON,NY, 11743 PHONE(631)271-7344 BLDG. DEPT. FAX(631)271-7351 EMAIL:MICHAEL MJWARCHITECT.COM I? sl \ TOWN OF SOUTHOLD WWW.MJWARCHITECT.COM PROPOSED DECKS FOR: DINING ROOM GREAT ROOM MASTER BATI-1ROOM ZAHLER RESIDENCE T 63735 ROUTE 48 (NORTH RD.) GREENPORT,NY 12534 THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE I I I PROVIDED THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF —r\ I' \ THESE DOCUMENTS AND SHALL RETAINALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE PLANTER ® ® PLANTER COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN 6:-mu COPIES OF THE ARCHITECTS DRAWINGS,SPECIFICATIONS AND c<1 CONNECTION OTHERMENTS FOR WITH THE OWNEINFORMATION USE AND OCCUPANCY ONCE F THE \ \ — b �i) dIb `i� \ PROJECT. THE ARCHITECTS DRAWINGS, 141-4" SPECIFICATIONS AND OTHER DOCUMENTS SHALL NOT BE USED STEP TO GRADE AS / / BY THE OWNER OR OTHERS ON OTHER PROJECTS FOR ADDITIONS BREAKFAST ROOM 3'-�n / TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT FOR ` r4 --/ -,� REQUIRED 0 (TYPICAL) OTHERS WITHOUT WRITTEN CONSENT FROM ARCHITECT. in 1 II ui III N -H BBQ LOCATION✓ 0 in LV II II N DECK PLAN 0' 2' 4' 8' U Li SCALE:I/4"=I'-0" I I L _____\_ 141-8" t 19'-4" / / t 34'-0" / / V 2x'0 LE.)GER o ESTABLISHED MCMXCI e m 0 i-- "R DATE: N A (2)2X12 r� / _\ \ El — — r I� I \ 2x10TEDGERA 14'-4" A \ / A O(2) 2x12 2x10 LEDGERil (----- N A X N v 5/4 CEDAR TOP RAIL REVISIONS & DRAWING ISSUE : O O (2)2xI2 0 0 0 S.S. 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FOUNDATION WALL n I , 8 SONOTUBE [� \ ARCHITECT SEAL: DATE: SCALE: 11.01 ��p AR ,gy�jT DRAWN BY: / / �,�`C•P�'�SAY nr �(i�0•� CHECKED BY: C?CS k RAINING NO: 01 2 1 4' 81 r � r'5,/ / DECK FRAMING PLAN I _ e ,,, oQ A- 1 L _� _ �'� 022395 -1 SCALE:I/4"=1'-0" q ��OF N i DRAWING III Lt: • FRAMING DETAIL 0' _ 6" 1' 2' DECK PLANS • SCALE:1"=1'-0" . , _,. _____:_.."..........__ 6O\5CO °LA\ \3X ii',11,PI \6 }' _U�IU55 01- i?WIS� SpCl�l�n 0�1r-� t'�ANS N�IIN Oi: �Y MA�1L��P�11 pi' �I1� A1� 1 INroAAA-no\ _ -T ,,5,, ,:, ,..: ,, „ ,, , 1116 MINIM_,M FA51lNING I OUIi M�N1 131-OW 5-A1-1- L3; MANTANFn, S } I _ _ _-.._ __ �_ ____ _ _______________ ____.____ __._.______----_.._-� nSCpIp110N 0F FLFMFN1' FA51�NF�5 � � � �- -- �� ` �- �� ,. 9wci 9e5crIpIon 9a--,e k00F Ff2AMING k' roj�c� \arra; ZA�L � 3LOCKING 6111NE1N JOISTS Op1ER5 ID TOC'121411,TO1 NAIL 3 8d ,' 51f3 \C = i \ \ i i -7.7 _ - - - _----_ ---------- -- CEILING JOISTS TO PLATE, 101 NAIL 3-gd � � „ , � �, __ COn'XaCt � �.. ,, ,, , :: __: , Cover Cover Sheet 12/ 5 / 201 CEILING JOIST LAP50V11IAP11TION5, FAC1 NAIL - - 3 10d 201 �0,B � 39 !011412 111 846118, FACZ NAZI 3-I0d -- __________________________ _------- ----------------- --------------- MIFF- i 01 NAIL -- T MIER TO FLAT, T 2-16d v y ' A-1 , 1 r i rs-b Floor Man 12/ / 2Qi P00F P./FTERS TO RIDG1, VALLEY, HIPS 4-16d TOI NAIL / y - 316 ACZ �G' 67 \ WAI.0 FrAMING - , r. 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SHALL 61 ZINC COAt1P IN ACCORDANCZ WITH ASTM A 153, MAX OF S1ANNLHS5 stn., OF; r I ati SL 5'.,efi, 1\1,/,A CYI imi ie / Vei1-Lift S 5-[ e"n - \/ A NT A.NMIN op SHOW IQ ASC 7-05 MINIMUM PISIGN 104125 EOR 6UILPINGS 1X105112 TO WEATNt1 SHALL CONTAIN 6% A'R r� 1 ' ° r IaIVAL1NT LZVZL ALIGNMINI - 2" to + 1/2" SNOW A SIMILAR L1VZL OF C0R105ION IP01EC110N, ACI 318/05 51.-PING COPT I QU'p1MENT5 101 STPUCTUpAL CONCP111 Al Mechanicals Provided n installed On 51-.,e And Are Sw iect To Local 3uiI inq Codes -s ` CI 31200105 5110NAL COPT .FOLI COP! with NY AMUCTLIQ L 5C FTF7E- W PROTECTION, LATERAL ALIGNMFNt +_2 r I -12IM1N510N5 OF FOOTINGS SHALL 61 W11-PIN'TEE FOLLOW NG 1M61R �11W5 ------. ,, .; 2005 NATIONAL 121S'GN 511CIFICATION FOR WOOF COINS-MC-TON CONCRETE SHALL HAVE A MINIMUM COVrP Airio%r:l1 N6 TO Fourb - 1/2" to �- Z" UNL155 NOT1P 0111FPW151,ALL �p1W5 SHALL 6F 6Y GPK 155 OP WUrrTN ASSY, EQUAL 7.5 7. 2009 INIEPNA110NAL MECHANICAL COPT with NYAM1NIPMINT5 IN?THCASI < 2' W- 1/2" to + 3" SJ35T1TUTIONS MAY 131 MAIC 0N.Y WT1-1 PII?rCTWpITTrN HEHMS510N FROM TIT ENONZI1, I3UIl0 Ind COG�e5 / ✓c5Gn Gu I G e : t� - 2009 INTIPNATIONAL PLUM6ING COPE with NYAMINDMINTS -FOOTINGS CTO SOIL) 3'' > 2' W-1/2" to + 6" 5CRIWS HOLES SHALL Not 61 111 121111112 UNLESS OTNIK'1M51 NOT1P, 20091NT11NATION4L FUEL GAS COPE with NY AM6NPME.N15 -PERS 2" THICKNIS +_I/2'' - - 2006 INTE lA ONA.- FIT C0P1 with NYAM1NPM1NT5 -22LA5TE15 I %" -THE TOP OF Foo-ENG SvOli SHALL NOTIXCE12 I IN 10, NAIL ICCCNYS 2010 -5.435 I %" FROM TOP UNL-155 OTNIPWISI NOTED,ALL NAL5 51166112 APE COMMON. WHEN All GUN NAILING 15 \ W YOP 2008 NATIONAL 1L1CTPIC COPE -WALLS I %" 51 1ZP 5TT L: USED,CARP MALL 131 TAKIN TO USE TQLIF COMMON NAIL IQUIVALINT51'.1GA1PN6 ICC/ANSI A117,I-2003 -FA5R3CATION ANP 111660N OF ALL STQUCTURAL STr1L SHALL CONFIRM WITH INE LATEST PIAME-FN. (50 - 0,131"0, 1012 - 0.148"0, 160- 0,162"0) '� 1%INFORCING STEL SHALL HAVE TNF FOLLOWING YELP ST 1NGT115: IPIT1ON OF TNF AI5C MANUAL OF 511FL CONSTPUCVON,ASP, 9lan5 Comply WI-fi 'ie 2010 'esiden-,ial Code of Kew York 5-.,ate 5T1,� AG ff5CNCP/VIA; -40,000psi FOR #4 & #5 T5AP -ALL CONNICTIONS NOT 5116111CALLY PITAILLP ON THI5I FLANS SHALL 61 P16ALIP 6Y ST FL FLATS MP ANGL15 _s __ -60,0001,i F01 #6 & LAPG1111646 TNI 145164601, ASTM GRAP1 A36 0161tTU.FINISHED 111 CL'INT SIECIFICA11ONS, ` P1AP L OA2 VN?II5 UNLESS NOTED OT1JIRW5I ON THr9r STRUCTURAL PPAWINGS,ALL 11646 A6RAINGEMINI -NO CUTS,HOLIS, OR COR15 SHALL 51 MAPiE IN T1-1 F16LP, ONLY-11105F SHOWN ON TNI -y-- -_ ANP 61NPING MALL 131 IN ACCOPDANCI WTH 1H1 LATEST IPIT10N OF THE ACI PITAILING FA6RICAT01 SHOP DRAWINGS, ANP MAP1 IN 11-1E TOP, SHALL 131161811%0, 511/65 ANP HOLPOWNS ) k;, \ SNOW LOAD MANUAL(ACI 5P-66), HORIZONTAL PF5AR SHALL 61 CONVNUOU5 AROUND ALL CORM S. -Smo NIG OF Mrm r:s 15 NOT ALLOWED, ul..E55 SPICIFICALLY CALLED OUT 01Q ALL ST AQS ANP HOEDOWNS APE 6Y SIMPSON 511:ONG-11F081oUIVALINT, Ln, ' -!POUND SNOW 20151 41110V10 6Y THI LNGINIIR OF 116010, ----- -ZXIO51IE FACTOR, Ce 1.0 ALL 10011N65,POST PADS,ANP SLAPS All TO 3E PLACID ON UNPISTU2l31D 501101 -ALL WILDS SHALL 3E MADE WV 170XX 11'11 ILICTRODZS, ANCHOR 13OLt5 MPORIANCI FACTOR, Is 1,0 C Categonti "II" 6ui!dinq> Vv1LL-COMRACIIP FILL,OR PINNIP TO CLIANIP LIPGI, ALL STRIP FOOTINGS AT 10 6E ANCHOR 60115 SHALL 615/"8" PIA. x 10" LONG ANP 1XTINP AT-LEAST 2" FROM Top OF - -T1-IIRMAL FACTOR, Ct 1.0 PLACID 61LOW 11056LINI ANP 5111110, A51 001110 6Y LOCAL PULPING COPF. WOG17 11-11 FOUNDATION WALLS, ANICHOP SOUS SHALL 5F TAC1P RIR 11-E SIHUCIUHAL - 100F I011 FACTOR, 65 1.0 ISOLATED 1111 F006NG5 SHALL 6136" 61LOW GPAPF. FOUNDATION WALLS AT 10131 DRAWINGS, GUT NO MORE THAN 4'-0" O.C. EACH SILL ILAT15HALL HAVE At LIASt mo ., - 5V011P 1001 SNOW LOAD, 20 psf 11686, SQUAT,ANP SEEP TO WITHIN Al/4" OF RILATIVI ILFVA11ONS SHOWN ON ILAN5,11M[IP5 ANCHOR 60115. ANCHOR 60>LTS SHALL NOT 61 CLO IQ ILAN 3" 10 THI 1PG10F ANY - UNL ISS OT11IRVVIS NOT1P, SOL IP SAWN 11M211 SHALL 61 #1 ANP 61T7E1 DOUGLAS, WALL 015143. PPOVIDI A 6-MIL 1OLYL HYLINE VAPOR R1TA1P11 WITH JOINTS LAlPIP NOT 1155 THAN 6" 118615 SHALL 211LAN110 51715 MI111N6 OR IXCEIPING TIT MINIMUM P1155r2 Special Instructions: 1001 LIVE LOAD 20151 I3111A1 1N 1-1L su 6�1 AND CONCRE1r 11001 SLAPS, PIMINSON5111 AL 51520, 5-FF 5IICIFICA1)ON5 FOR AOPIVONAL PITAILS. C> nlaAG�5,- -R- FLOOR LIVE LOAD 40151, 30151 See Areas 1H151 PRAWNGS AIT NO-Fro 61 USX FOR CONSIHUC110N OF 1H15UIIP511?UCTU11 UNLI55 See Construction Guioe For Installation Ins-,ruction ion Of Components E p V1/1-EN THE 4518461 DAILY TEMPLEATUT I5 IXPICTED To IPE mow 40°F FOR Thin P MINSIONAL LUM611 TNF WORK 15 PIRFOPMED 6\FFQ TNI DIRECT SUTPVISION OF TIT 1NGINI1p-0E-11C0pb OR N ask from �o-s ine, ft s., CONSICLITIVr PAYS, COLD wrA-ry CONCK'FTING RIQUIRIMENTS SHALL 61 FOLLOWED, ALL 2x PIMEN510NAL LUMr�EP 8" ANP 1155 IN NOMINAL 1211TH SHALL 61 KO #2 511, WTH ANOTHER LICrNSrP 1NGINFFQ- WTN TNI VVQ1.111N APPROVAL OF FIT TOv\ER INGIN111112 Minimum Code Set ,ac WIT WHIN 11-11 AMSIINTor CONCRr1E TEMIIIAIU115A111X11CTEP 10 6E A60V190°F Op LUM61R G11ATr1 THAN 8' IN NOMINAL 011Th 6EING KP #2 HIM-FIR, Zx MATERIAL SHALL 11Momm, S PALL N FONING INCL UP _L...___________.____-______- - 3-�C GUST WIN125I11P 120 MIN 5S-FL ANP FORMING MATERIAL 41305E 120°F, Not WEATNZP CONCRITING R1QUI11M1NT5 6E 1LANI12 I/2" TO 3/4" UNPIR 5141112 PIMIN510N. ALL PIMINSION4L 1686112, Minimum Code Set 13Uck from Adjacent 3u i ding On Same Lo',. 6 ft - IXIo5URr ' C' 'NG ALL SILL 114115, IN Calf WI11-1 THF IXPOSIP SOIL OR CONC1111 SMALL Si6F 563-545111IA'H.ATION, PAMR PROOFING OR WATERPROOFING, ANY 563-5146 ILEC11JCAL, c - IMIORIANCI HACIOR, Iw 1.0(Categorti "II" 6uiIdinq) PRI55U1111?IA1EP 101 GROUND CONTACT. ILUMSING OP SON PIPING, ANP ALL FOO11NG5 ANP HLOOH P1.A'�.NS TO 131 COORPINAIID Mechanical: - INT.PRISSUI160111. -1-0,15 COLD MATHER CONCRII1NG 6Y GINIRN. CONI' ACTOR, W , -CONCTS TALL NOT 61 PLACID ON FPOZIN so6rApr ALL sill PLAT15 ANP PIMINSIONAL W0012 FPAMING IN cow-Act W111-1 CONCP111 ANP All Mechanicals 9rovided And Installed On Site And Are Subject To I,oca 'Acing inq ISMIC -SNOW, ICE,ANP 11056 SHALL PE 11MOVID FROM ALL C1INFOHCi'NG, FOIMS,ANP 011-PIR MASONRY SHALL Si PPESIRVATIVE 1814112 WOOF IN COMPLIANCE WITH AW'A-UI OR A PO NOt SCALP ANY DRAW NSI -OCCUPANCY CATIGOPY II 5.�RFACIS WHICH WLL 131 IN CONTACT WITH THF CONCIEIE NATURALLY DECAY RISI5TANI SPECIES, Codes -- - IMIORIANCI FAC101, le 1.0(Categoru "II" 6uildi^q) -CONC11T1 SHALL 6111011!110 AGANST DAMAGE FROM FRIZZING FORA MINIMUM OF 30 - DESIGN CA1EGORY 2 PAYS 46111 PLACIMENT, 516UCTURAL SHEATHING Ventilation' - 511E CLASS 12 -WHIN FRIZZING TIMPIRA1UR15 MAY OCCU1, 561 IN SNORT INOUGH PURA11ON 10 NO151 STRUCTURAL SHIATHING SHALL 61/VA 1A1E0 ANP NOT IXCIIP TNI SPAN PA1IN6 FOR Its -\_ �' - 5(125) 0.25 0,286 CLA55IFI112 AS COLD VVIATI-PIR, PROT1CT CONC1T1 FROM FRIZZING 101 AILIASI 24 INIENP1P U51, WITH A MINIMUM TH CKNI55 05: CO irlation Of�Ja l -And Mechanica' - 5(01) 1,05 0.076 HOU15 AF TR CONCRETE ILACIMINI, U51 THCKNI55 \,` 1 SPON51 MOD, FACTOR 6.5 (A�1 05112.2-1 A-13) -1EMPIRA11,1115 OF CONCRIIE SHALL 61 MIASUPID ATTHI CONC1111 SURFACI, ANP WALL = 5/5" 1001 - 5/8" FLOOR- 23/32" nergy 200( ICC l Z - 16510N51 COIFF, 0,0436 1CORPIP 10117-11111513 PAYS APER Pi-AGFA/ENT-Aril-1F 6IGINNING, MIPPL%, AND IND ' ...=. OF 14CN WOIK PAY.. INGINr11IP WOOF P10PUCTS ` '� - COrF�F, of rrizaioN p 0.35 -TNF TEMPERATUII OF THE CONCTTZ SHALL NOT-FALL 6ELOW: ALL LAMINATIP VINIIR LUM5FP'(LVL) SMALL- HAVE A MINIMUM ALLOWAPLE 6ENPING Compl fiance M d-,. �esCheck 2e.ree 2al,5; 575 0 I �� LATE AL 14611-I IHISSU.1 LIASt PIMINSION PEM , S11?I55 O FL, - 2,600psi ANP A MOPULU5 OF ILA511CI1Y OF 1 - 1,700,000 psi. ALL '� ACTIVE 35 PT >72" 40°F INGINIIITP WOOF PROPUCIS SHALL Si KIPIDRYPUPING 6HHANSIOHIA110N ANP 5601461, pq S,_. AT-1651 50151 36-72" 45°F ANP SHALL HAVI 21N SUCCISSFULL Y IVALUAI%P UNPI1 NIR 119, r .) PA55!VI N/A 12-36" 50°F SOIL GIPPING, Oa 2000 ISH (ASSUMIO) <12" 55°F STRUCTUTAL PAINILS ire 1�awer �ngineeree 1�im�eri s engineerine - IF TIMPZRATU'R1 ,p1QUI1rM1NT5 Apt NOt MAINTAINIP PIPING VT RIQUITP IROTICTION STRUMM,PANELS SHALL 6E CA'A6LI OF WITNSIANPING TNr P151GN LOA25 APPLIIP, review includes components of the structure or // ,� i'q ' W 118100, CONTACT INGIN6IR OF 16C052 TO OSIERMINI AMOUNT OF WE 160111112 to FULLY PIMINSIONIP FASRICATION ANP INStALLA1)ON PIAWINGS SHALL 5111114610 UNPIR / ' .: -0� ry;► 1X1END 11011CTION PE5012. THF GUIDANCE OF A PROFESSIONAL INGINIIR, supporting the struc-Pre provioeol 9y Yankee ' ° �c'` ,f�--- '•plI * Q =• m * o q. fi. HOT WEATNIR CONC1111NG PAWL 5CRIW5 SHALL HAVE A MINIMUM 117RIA12 DIAMI1E1 OF 0,255" ANP A SHANK -am Hones on L,{, "kis review does no-s include E- 2 h 'tR .1' ' W 4 ..,_,_-_,--•,--, ,.,.... - Ir COND111ON5 DLII tO H1AT OC WND INCRZASL TIT Pi5K OF ACCILEIAT1D CUp NG, DIAMIIEP OF AI LLA5I 0.190" AN12 A MINIMUM MAPS PIAMITEI OF 0.625 6N1155 2 '.._ w _, l_,-.;, ...? Itl ___!, A CONCRITI SHALL 6E MOPIFIIP WTH THE APP11ON OF IT-TAPPING APMIXTI 1QI-5. APPROVAL 011-I1RWISr CALLFP OXON T1Jr PANEL PPAWNGS, SCREWS MALL 515PACIP NO MOT the design or engineering of any existing (PAN x'8728'1 �� T , 5Y THE INGINEIR OF 1160101516QUIHIP, THAN 2' 0.0 SCHIWS SHALL 5E OF SU5FICIIN6 LINGTN TO ACHIIVI A MINIMUM OF I.&" OF A i r IAS WOIKN3ILITY, ANY 11N1TPATI0 R°FESSIONP� -WATER SHALL Nor 31 PPPPPP t0 THE CONCRIIE MIXES 101NC1 N INTO THr CONN1C11NG MrMIV, struc fires nob spec ifical I y provioeo )y Yankee - WA1E11PUC11ON A6IN65 SHALL 51 AP1101125Y 11-E SNGINIIR OF 116012 51101E FIRE TOWER -1__.------._-_-' PIPPING TO THF MIX, yarn 'omen Unless spec i f leo herein, all . CONC11115IALL Nor 1X!111290°F A11 MI OF ILACZMIN6. CHILLI12 WA1Ep, ICI,01:' ENGINEERED TIMBER �r?VVI S. , 27 Sims Ave.,Unit 2R 401.654.4600 COOLID AGGRIGATI MAY 51 USP, IHOviOIP THAT 1111110111 w/C 1A110 15 MANtAIN6b, connections, fra it ing, and ocher work must Providence,RI 02909 ben@ftet.com • Robert L. Brungraber, Ph.D., P.E. �comply with '.,/ie n-,ernaionaesioentiaCoce 2014.02.21 14:34:01-0500' Cover _ _ w_ _ _ __ _ - -� W 2 W 2 N2/,/ _..__._.____ ____ 8,5' 5' H ./'>rtr Side . C, R y V as - , UUa Is are Y.-')-1 2x6 Open nsu a,co I anel, �- , 4 =_- 25'-I" c :.:,> �. - w/ 2ruwa Interior . i,i ,-ui der 24'-1 6 `' - - 6 // " s C O O O O3 , � _ _ � . ' N4 N4 N4 H4 �, I � Shaer• Bulkier ® ��., .® ®`"e-�� rj ©shutter• Bulkier i S��A� WA,b SCN�bU�� -' � `� � c, Uninsula��c� ane)s �x_,erior Wall Nailing:Wa Is are Y")' 2x6 Open o : '///./,,/,/,-4' S� %l'i.�. -r / '...I I/ ,f,r:/'/�yG',;,'s'f.✓ '"f'. a",I �•I�/"„".�'�% `" r"G' ' ,�s O 5/8 sN ! I I Wall Nall Spacing w/ (nsu anon & 3r�{wall Interior 3� 3ui cer 4E1 8d Nails ( ,11) @ 6 �dqe/ 12 field Tl1pe Sheathing Framing Anchorl3dt ', ®= O (Unless Otherwise Noted on 5hear Wall Schedule) 8d(.151)@ a s' li W I 6 o,c. 2x6 Studs @ = } " dqe I/2"ZIP 16"O,C, `}8” l k Was Are )L )uilcie With A Windows & , oo _ 131,1 3uilcer .,n ..ss S , 12"o,c,Field ,. 47- c, e� � u SD 'k i n i=v 6c1(.151)@ *3 - O�herwise i�ok�ec On 19 ons, I - , W 2 4"o,c, Edye I/2"ZIP 2x6 Studs @ 42" k, - O l2"o,c,Field 16"0.C, �' f, , i O 8d(.148)@ ->' ` c" 1 ___ G © W IZ"o,c, eld I/2"ZIP 216 Studs 42" ` S t; @ 16"O.C. • *' - ' A3.1 4 l - y 1 8d(,1481)@ �, * s ---• NI 2x6 Studs @ e; `� W 16 x 31 Steel beam Q 6d(,148)@ - Simpson M51'C40 5'rap bl,� YIN W 4 3"o,c, Edge 1/2"ZIP 16"Studs 32" - c k F ,Y o \'"G�indow and boor Notes: _ = — = - -5-. ..----i5.: _ -.:_=-_-.: — _ _ _ _ _ --_,--__;;;:ii S 12"a,c,Pleld - N> __ .. __- _ — - — _ _ —. _ _._ _ — _ — - ..__ _ - e \- �., 4 o,c, Edge (From bower Wall panel to Upper Wall panel) � -e is • 1 ' � c �rk� - I j Panels i' 1 � ' j 5 vs -__.__ __ — _ -_--.±--.... — pont ____ - — <11, � i� �c� b � -� ^- CO r>" I ` rc e & / ��(; s,rAlu-Lan Past Load - -. .- _ - Gtr{-atPort 4 o.a held��lo, lNin�ow ! .n �.I��Is �xc.0�� r;eci r ��'incicr��. ! - _ SI „wall In i A - Simpson M51"C52 5-.,rap bid \OH -r E °' t allil r a I'crI `loin s -/. /',_..- (From Lower Wall panel to Upper Wall ® , = t l l - I I _ % panel) p bq \OH I Simpson NN2Q1�-Sn52,5 N - o ,rise; - ro,re .,s v'Vinoow .,nits Meer, or exceed, he ollo��ino, Clear - - ,-- °�. - + - Simpson M5fC66 5-.,rap bid YI3N HI (On 6x6 PF posts) j t_., _ --- S. 77en inr� �'UI G of f ��I I 'le lu!'i ofI % a �° O (Prom Lower Wall panel to Upper Wall panel) (Simpson 561x30 Anchor(31 by Foundation Contractor w/ 1 - LL- ``3 ` • ! and Area of ,� sr, A o Garage is' O CNWI Coupler Nut& I" All Thread by Y13N) 7. F, > c ^ : o 13 -1 fem7," - fempereoi Wino,ow Gles , all I')''00r5 with 6Iass Incluae I I 24' x 3� ® . E Simpson M51"A24 5-,rap bq YC3N (2 3/�}" In Fran Outside Face of Concrete Wall) 1- C from Lower Wall panel to Upper Wall panel) Um�crec Gas,. PN y1/2,7 ,�K, pp N2 Simpson 5n525 u Y(3N 1 t= y I ; r Glu-Lam Post au{an poet 1 n (On 6x6 PF Posts) SII x.�. °, for Poor-, A.--e Site Installer Q =_ „Wallw1. 31 steel beam hW�l a= 8dC 1�8)@ - Sim son M51�C28 Sara b Y3N S`b _= _ - .. - -- a - - = - - D. _ _ = �. : = : = r _ ® \ N 4"o,c, Edge p p (Simpson 513100 Anchor bolt by Foundation Contractor w/ Poi* R1 dS 4"o.c,Field (From Lower Wall panel to Upper Wall panel) CNWI Coupler Nut& I" All Thread by Y6N) — — — Lend # (2 3/4" In From Outside Face of Concrete Wall) irs 'loon S stem 31 3ui der, _ _ - Simpson �51'AI8 Strap b� YC3H �I I - (From Header hewn to Studs) ° - Simpson 51-1214-RJ Hol down bid Foundation Contrac-,or — - - ` use 5/8" N ® - Simpson M51'A24 5-,rap bqYIN © - Simpson 5-'214 Noldown b Foundation Contrae-,or `: A l V o0rin� .A. C%U IIOCr, JnI ess Otherwise Nabeo — - - --; ripe X Prywall o o R. (From Header Pown to Studs) H4 p i `� N ® - Simpson 1,51' b8-1?J Holdown b Foundation Corrrac.,or `' - — - - '� e N ® - Simpson b51"AI2 Strap b Y(3N 5 p - .- ;-' - - - ® Sip p � -- �; 1 i — — _ _ (from Header sown to Studs) n = Simpson 1,51'-n8 Noldawn bl� �ounda;lon Contractor - c_� nterior Doors LAIC�uiloer �, " L \o ♦ — — — rt ; 2'-6" 20 -I" 2'-6" C1 ©= © 41 sz__. ' v k_ — — _ ‘,,_,., t Fire boor Q _, Vented 7I doge Cap & hoof E Wall Vent bq 3u i cercn A — - -^ b 268 r — - - - H4 I t � .3 `H3 FPkj nN I' a5 111G bl� 3U I der Pail System i''` M Stat-set ` 11 �l _ �_=_ =• ;�k ' I= —s'- , L by budder by budder 1 1 1 5tair W2 - 2 \ Mudroom ® 11 - - WI WI WI WI WI __ - ----- xteoor Sid ln, & Trim 3u Y-2/-, Site ApOl ier H 3u i oer = Well ', W 2 i ( Win 1 i' v lin' i V V 8 4,5 ‘ th, prick ( ..MINF 1 ,5Ce Specification 'Or I�)e0alls AA3.1 ®a I 5t��rset ip ,i s \\ - Lj 5talrset I*130161et 2 - b by builder A-31 ' ® 0 _T. \\ --__-- -___._ NI I OpetitdAbwe Vend Q eS ^ ^ ° �k H 5 H 5 N 3 �!c hE �Yc �Yc �Yc crS t� _ -- 1I I I � 1 _ I'' ! �I 15 N 5 N 5 Wall Panel � Keyed Lok _ © N 5 N 5 N 5 N 5 N 5 L. v`^ ti - P� 3uiler Means the .espon5ibilitu} of the 1-ocal Builder s: N3 H3 ; -7211 P, _ —6 © f V CI35,® barn Poor by builder PINN 29805 FHW•'480 FVVN 2980, barn Poor by builder ® FINN •4611 5 ® ® FVVN 5461 5 5u ervlsor or Set Crew' �- \ �- .t: -_-- =._�.- � . �-. - : :- - "-� ---a ' ---_ _�..-.�_�, � I�i _w__�- � Cl ----� �>�—:_� _: �...��:-==� _:� � � - -_. - ono/ or Owner ono no-, the Y3-i p , 3-0x6-8 ��.� _,., .++ t � ►� \ II i L Hanging p ek brick cc. ,I, ,' watp . ('�)15/4x V6.He.•er(ly'di) 6d2"CN mil t'ael N Na o ► °p E Via k-ln Closet �- \/ `s` .Unir� / , IIl I i ; Pressing !I y ' �' 2-5x6-8 2-8x6-8 \ E 1-''0 sl>erpa6 Oli ___ 1 M edr i► a ---4� --'�---- _ 2_ _ _ -- 12 10 --------- , ©� coiner '7' x �� as' r oom � I,/ :v i I �- 1 Wood l i wine Lav' I �� I�' x I�'3"' L� ill. _® I !, Ill' pantry _) x �o�er i - - Wood Ili 51Storage,I ——brick s I oN , 11 brick c, 1-__. \ l iI I 1— ,> ,'.I Palk 1 Il , brick U (" 18 x 7 9 V1 rn i O -' — >9VePf :� a ( _ l - 8d9 ttl Dense \ 8d2 ►� 1i ill O I.-J t 41 I ,, _ _-___'_.....,:even" — en" _ - - " 814 I Dense j _ — 4 \ \\ _\D 7 k4 ,1,, I Ki-,then ► i ! Pining i I I . 3-0x6-: !� brick I I' I I ! tv D 1 !� 16' " x17'7" 'I ;I 12' x17'2" i �..;Post ► ________ I-7,:._,_)i ." . .a=^ __ t, I 1 ' Lia ----, _ Wood } p j I °b N Hall w xV i . i m A t*'f cNi '... "'S\->iN _ # I I I -t-ri r ^y , _ rylu- 1 I'l I a I I Rs+ '1. Great Poorti `k- Pose1 s. — .- fir ® ^ _� 1.4]r, I' ia. K 0 30x68 1�: 4 �� • ll\ i "".'�" i I ( .r-- 1 - •- pi r� 1. I I ,N 1 s �'`�� f t,, 411 , N i ,6 1 , ,, i i nI IV X L0. � - k , ,,-- li _ 4 j i Square oo'Ja e + _® ip t1 I ' �' }'' wood �� - _ CO�' I - -H ii I !'!° I r �, 1 E Master 2_oXsnB ®= p FWN 5„611 © •U ;• ,,► Floor: 2�5 5� ! I IN H5 Hy 1 n. � '�-� -- ISt 0 L- _ � , Open to Above - '� °-�°;: �,. r' 2nd floor; - _ 2 _ 1,94 5F 6' /2 I 1/2 0 y !8 0 I _ 121 X I o rile YI3N porch4t 1 11 ' !i co; Ire „ • .AL � u\ — T ____ �_ I . I ., Ili i , 1 n c D\ ! lF-----7-l —� ! I' 1 l I — /r_ ill Peck I� �11 X 7 91 I 1. W I z - li P \A E (. I c-:, j” Guider I N04e�-°�' 1 I - __ - _ - - - - - \� � i O 87282 (Poen Not Include Garage Structure, ,� �� 8d4 �� ►�� 8d4 ► \ \ r� i __� I $ e�z e _ +p�OF ONP�,�i Storage Areas, porches, or patios) `—i N _ = x,.e�� Knee Owe \ CA !� MI5 ! I -I Dema ' ®s Q FINN 5Af611 p S® E < )l 3/' x 7"I Vl Heade P , A, '� ® NM �461l 5 ® + r - E vertl� I >' �" 5herya 51-91/2" ! I MI5 5 4 I N+3 N^ O Ve tical H 5 N 5 - , ` n Wall Panel' ." ,,.(In I).�." - _ _ boll.- mean,' O w __ �— ' CNS- � FIRE TOWER I I i I ! I �'�' ® '� \ N _ veru FVVN 2980 FWH ' h80 FVVN 298 \ 505 N Vertical ENGINEERED TIMBER a 1 ! ! 4 ! I I Wall Parol A ©---,wail?, 27 Sims Ave.,Unit 2R 401.654.4600 ° I N H3 N3 fl N. n E Providence,RI 02909 ben@ftet.com l I 3-eakfast �bbk t _ 0 ^ A3. i ! 116'611 x10'6111 1 ' ds c A-'I a - I ' 1 5herpal 1 I I Sherpa I yea— Ml —jL _ _ _ _ JLMIS — r''^ l 4 \ \ \ A - CXWI6-5 ' "_`y N 5„ romp, H 5 g a% \ `1 Ar . A WI WI W3 W3 WI WI WI WI p rrhtouwall Instaplat onrame A. Ak Ak --. <1 ._) r '� 4' A (lee d m Lumber) XI W2 W2 W 6 /2"/,( 16'-5 1/2" 6 1/2" 6 I/2"/� 18'-0" / 6 1/2" `\ i V N y�• - - / 17'-61/2" 14'-51/2" �, " / " ' *1 Q-.3 IR cNl v 70-7" �, / / Interior 17-pall Lu Gnu Icier a (5 te In-talled) J � �j n Yf3N Open Walls detail w/ Crame, I . GrewSidec_-_,„\oom = 3rawIrG A_ 1 Il N �rbrLA 5icle i T- E- 7WI A-3.1 _ 24' ' ,- - _, ` - p S Ci 6 Barn boar bt Guilder I - C. 6068 ' I �x�,erior Wall Nail inq� ��Ar? WALE SCH�nu�� -, u • i.-, _ 1 - - \�� -. - .1".0r/✓y!/Ar 7ede 4rOV r277i - 6ir r/,1 ;y�/A�refe::00< „ R �� l i put"' 8d Nails ( ,II) @ 611 �dqe/ 1211 Field Wall Nall 5padnq Sheathing Framing lxndor8dt u `= III (Unless otherwise Noted on 5-near Wall Schedule) 1 ype (.15 m I I - -_ - -�_— 1 \ 8d(,131)@ 2x6 Studs @ -' `• _ I HI %- # \ W I 6 o,c, Edge I/2 ZIP 48 �` A R - ' - - I i 1 i _ 12"ac.Field 16 O.C. ; _ III .,'2 -e, J `- � 1 N BdC,l31)@ _ t 2x6 Studs @ `S " ,z " ` _, ;' c W 2 4"o,c. Edge I/2"ZIP 16"O.C. 42" L `� a o I l I 12"o,c.Field „< kT A 111 4"o,c. E 1/2"ZIP 2x6 l5tuds 42" !,:l: McJ til ad(.148)@ R — N--- li 1- GW3 @ I6 OC. S y ‘js isi 10 sII, - A 51 12"o.c,Field 8d C,146D© ;� 4, F- ml A 3.I 111 III = Simpson Ms1"C40 Strap b� Yf3H W�} 3"0,c. Edge 12"ZIP 2x6 Studs @ 32" s - _ C 16 O.C. 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G , , , ,., �Rllda _..),k‘\' .:\ ',_.. ..._, ._., ,N ,,' .-3 ,, .' , '\‘' . :';s',.� ::' — •�+.►;, _,E: 41 Akrtbrae O - -- _ _ '•.g 0 :-�- i V ` G 6 i ` >- - ..SIL@ 119.112 _ f- �::� _=lii l"i� T t+�( i' -- I ' - —• N ` LI c ------------- __ ■ — — - �I I I " f7 ,Ian d FI ,`� v`' ! 11111 I _—�—�._- —.�r�. 1-1-10'--011 econd f lorr — — — — — — — — — — y — — — — — — — — — f Scar floor Plan . =' k —.--.1!--,-..,..--:—=__._.—.—.— rr� I' 05/8" • —.— . - — ,— f n ��JJ I O'-O" . 7 ' N . . . .. , '�'CI h1O @16"OL�W/PJc�n IIIAIatRI \ r ( 1 _ ".._.....—.- ..—• .M _ \ ` O \ J 2x10 16"o,c w/Reid InaJatbn I 10'-O'' v R � N , ,,,. , , ,, „, , ., ,,, 11 ba YEN J l l (w — 4 ?: R „ ,, ,. , U I o \IC) k5 , ,.., ' ' . ... , E,, , . L. I 10111 u , 11 I ti� ,_, , , .___ .,..,. r t ItTil s= I 1,1 7 11 :111 il �I I I o _ r _ 7----- I' I � --- I firstflnaflan �_ ,� -___ _______ --,- r 4-.,._.-.... r. .�r. ,,, .� 1 rrr .,,,,,, I -r ll —•—-— T- ,,, ,_, -n ,m \ — f ist�Imr Plan `� u, ° > 1 \ i :boll 1I II -�- 26'-'� 9x-611 /le- 29'-1” / 61/2 // 8' II I/2 / 9'-6" / 26'-I" Out to Out 211' / l =S_ 1 E. v t' A Yankee 3am Home @ 3reakfa5 \ook 3 Yankee 3am Home @ Shoo 2orrner C Yankee 3am Home @ Great koom ,,c.„._ ,, .. ,_ __:.s.. ,--, ;,,,, \\\ , v,- \A\ tt CV: S1 \',',-.) ,` �, SO _ t: ` 0 5lmown 1.51A2 64 Y11-I 5Imp5on 1L51AI2 64 YlI,d C@�i�erPas) (@ Pars) �`\ C> -1 L Cryp.) Ctµ'J1 rAh� \ a:�1L:> tg: 11 ii ■:S �r' h o• • % •• y5' ••`, • s y Smpson 1-51A 2 6q al (a Pats) ■v ; (rop) 12 ;;to '�°� ,_ '� '11471/4_4110.. 12 i2 Slmpsa,151A2 bq YI3N \ b 39BI' �� ::a ,�s' •L:, b Nabh (@KafkerFars) 12 12 ---------._ __-------. ., :'r� •Li:.. (tip) :�A L. 2651'16 (37-- , ate 111 .�::.; •�* .t: y N � `:�a Ary' R; y�.. to r.Bl \\ Openf Pawls \` / No y `o �.__—__ `C: .1... `y L' Open hoof panels 2z10 @ 16"o c. \- i awe lkih it 44: ,,,��``' c;' ::_:.. �'1 : E ' Lre�6' iLa. x.81 l0 2x10 @ 16" oro, w r:� ?us.. i1 .S' P. ,„ 'i- lk*. �\t i- .. 4i...h.. \,,,,,, ?el' b *. I'I'ad''11 \ � \\ s // \ \ I: -, . , . ,., ..,J) 1Alt '..c -- ..'tom1 ii I ccmd PRvr nor — �`— i1 i ondFloorP!an - - — ' �, 1 .—.—. .cr,ndFloorPlan — — 1 id 4,4 — - - - — - - — — — - - - - - - - - — - -•—•— —•—•- - '`� � i �� . ' Scccrd Ncc,r Pl,�r n�du bterikx 1'-0 /8 \ — \ ) 1 - p � r1t co � o L.... IR O `,.. \ ,\: _ kCO oro IL 63 Vv..-:: ICO 11 ::: FIR______,I'l 1 .)ii-1"1 11 111 T----- 0a n o First Fnran • � aPFrst Fr Plan First9 \\ \S:, . ] [ 71 , , • / /26'-I" / 18'33/4" 7'-91/4" / ? 20 I" / �' I"25' r '-:.1 rnS.. E O / 1, 2 Yankee 3arn Home ,.. Yankee 3arri Home @ Porch r Connector G Garacie w Sheol 2ormer -,.._,_, r: 0! • O0 • l Gi b 44 • ,5,--.Ne,p1 • co1 -It?�� tY Z-5 CC '- _ . ' w ....) w rnri rT1LIl 2 ` 0O �8728� lt,�C� �� L R�FESstoP\+ t.----,....1 ,, 15card Flax Pial FIRE TOWER - ~ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� +IU' O" ENGINEERED TIMBER os • a' . , 27 Sims Ave.,Unit 2R 401.654.4600 —. Q; as ..__) , • ''.. : Providence,RI 02909 ben@ftet.com 1 i I , _Li , 'I I 1 1 1 , I 1 44 Nz Roof: Insula+�ed and Vented l'oof panels -7 ,:,,-.'„ , First PIcrr Pig 1 — — — — — — — — — — — — — - —I ¶ — — — — — — — — — — — — — — — — — — — — Vented Panels framed with premium 2x10 rafters @ 16" on center, �" of 4 , �1 ,„:, __ I ', of isoc anurate foil faced rigid board insulation (l -value 45.5) , 5 811 711 54stem sheathing, 6 mil pdq vapor retarder, driiwall interior. `\� (Unless Ot1erwise Noted) 1 gra\iilll^J -h H Gama e . r, roundation \ober; Founcation Section 2imensioning and, or Footings are 7 - 1'o Insure Correct 9anel & Siding Fit, 'le Builder Mus, \o-.,ifs{ z, _ Yankee 3arn Immedia,el Of An Foundation Fleva-,ion Chanes = y n�rl� 5ioe Su�ject ',o Soil, Cocos, etc. - � � � 4 , ?5 -0" Or If fie Floor Joist Slistem Changes Compared To fiiese Flans / / 2 - Column Footing Sizes are 3aseo on a Minimum Soil And Retails, 5'-0 3/16" 3'-3 3/4" 8'-4 1/8" 3'-3 3/4" 5'-0 3/16" :::,:::. ::‘.'"::s--'.' ''/ / / / / / 3earinoi Ca acid{ of 2,000 psf, Ac-wal Soil Coroitions TN 4 N4 - N } NqShould be re-,ermined Prior -.,o Setting Forms 8 - Maintain 7' -O From Finisheo 51a2 To 3ottom Of Girderti 11',,,, yvvd vvIn Basements Wi:,i Living Space, :':', F, t � , m-� e2 ci �4, \ s® ; . • .. - ©s �k \ J, 3 , °rovide Anchor Bolts ( 5/ 811 @ Gi oic,) , _ l -_$ : :_ -.9 Gireers LVL s 2 0� 280 �� raoe; CLVL s Can be 2eplacedLevel 5111 1'iorouohlt{ and Shim Permanentilq and Adeauatelt{ 8" / N : ` crUN.> ;� _ � � Unless O;�eriwise Specified on ale year Wall Schedule, with a equivalent sized 2�0� parallam�) �as;eners der Manufac��ure s `' � ' - � � � 'With Special Care 1 aken at post Bearing points, 0 r See Shear Wall Schedule for rxact 5 acin at Siear Wal Locations b -i , ,, x_p Installation Instructions, ut no less than. e .�l1 1/ 21 'O Solt & Washer @ 121 ' 0,C� 5-�aopered onLVL, <- k 1 ' =� = i; Lsp I1 GGirder Pocket Sizes are 3aseo on a 2ropped Girder. 3,U, Girders should )e a Minimum of # I & #2 SFr, HI%, 5P 0 i z: =' W 8" Anchor Bolts @ o,c, lii or better unless noted, Fasten wi-f 3-16d @ 1211 O,C, each = F, F ; .. o CBS Founda-ion Con-factor) 1 ' 0 5 - Location and Quantidli of 3asement Windows, Bulkheads, piece, 2etailinc of all steel Ai builder - egress Openings, Crawl Space Access and Vents .,o be ;nds of all Girders must 2e a-.,erallq supported Sol io clock @ beam pockets ` - e ,, (1' ,) Unless Otherwise Noted ' '' T up �` l ler Minimums in Local 3uilc ing Codes or as .equireo b� anc use Simpson V37 strap knee brace w/ \5G3 nails or equivalent where 7 ° c M On Shear Wall Schedules C2>5/8"Anchora�t5 T `` Q• w/ Double 511 Plates Owner and 3uilder, girder ends are not braced �, �> — �✓ atth�s Wall Segment w Q m \ \ wir r <,„,----- Fc- -\ 6 - Solid posting Ve uirec Under all S-,ruct.ural hosts " , :. = •- w i r Pear g..Wide x 4 Depth x 14"Height ''ii c,, -a ,. ; = co ( See nrawing 5-1 ,2 for Locations) , T A - ` = Pocket I (Heir rt Measured Form'icy of Foundation Wall) 1)! ^; = (Snlm as Needed) \ Ii1 i 1111 dull Height foundation Walls 0 jR- ; ��` Pearl 6"Wide x 4"Depth x II"Height -' T © © Slab O o O I pocket 2 (Mei*,Measured Form rap of foundation Wall) cd e 11 r ! 'I O z-' 2 - (ShlmasNeeded) !� �1i, ® - Simpson 11-112014-9252b bq 1/31-1r- -=1 Walls Fnd flush w/ or 3elow Garage Slab s t it H (On 6x6 PF posts) 1 f3tam 6 Wide x 4"depth x 9"Ne* O (2)5/8"Anchor Pons (He*Measured form Top of foundation Wall) K w/Doable sill Pates l'I (Simpson 5131x30 Anchor Bolt by Foundation Contractor w/ ,/iiA Walls F nd Flush w/ or 3el ow Basement 51 a7 pocket 3 at this Wall 5eorent \ v (shim as Needed) \ \ `�/ Q -\ -\ CNWI Coupler Nut& I" All Thread by Yl3N) V • . ■ t O (2 3/4" In From Outside Face of Concrete Wail) r __ — cQ C`;j • • - r ® - Simpson H13U II-51352,5 bi YI3H I 0 1 - Stancard Weight X11 Schedule 40 Pipe, U s \' (On 6x6 OF posts) I �� o� n 1 (Simpson 5(31x30 Anchor 131 by Foundation Contractor w/ C� �; �Kt„rior Stairs r,�ovecl CNWI Coupler Nut& I" All Thread by Y(3N) --\- `''\ o r r owner regi c5t ii i (2 3/4" In From Outside Face of Concrete Wall) ;�., e o Simpson 51"-1314-pJ Holdown bq I ounda-ion Corrxactol- "4 Simpson 51' 131 Holdown bq l ounda��ion Con-,rac�or See 5-5 ,I L - -6 a 11 : / `� <1±----,- _\ ® - Simpson L51"-138- J Holdown bq Foundation Corrrac-,or dor Foundation `4 il --- 'l i1..\ ' ' - . ` ' - Simpson L51"-138 Holdown bq Founda-,ion Contractor I st floor peck 9etail s -- - — --- 7" Hi. 6'-81/8" 4 /SII 10'-117/8" / 21-6��t li t I i Kl '',;, ,, III I �\ .� i 11 L. -i n__ ---- __.__ III In c.i ...- Q HI I! 55'-6" / • 8'-5i', it 2�i 0" I j a a 28' / 27'-6" / \ — Well III \ I II a • , 3.. 2 -6„ y. I ` !', ' S 5/l6 7, �/ 6' 8 5/16" II' 7" 3' S 1/2"/ 3' 8" 5'-10" 7'-10" 5'-IO" 4�_4 311 \\ \ 1.1 iI 3" o � l — — — — �(il 5 N5 N3 N 0 N N? N N N �� N N� (� mi : . III —1--!!) — _ 7 © ® Q '' _ 1 — _ - - - \ \ \ v c� \ \ Pear Pocked _ _ - _ _ - — - Peam Pocket _ ... -�-- beam Pocket 3 I I 1 C. 007- \ � / (14.) �J \� / 5'-0" III , 17'-27/8" 15'-63/4" / 0 "' 4� \ ' ' O III ©i \ ...ikr\ \ �,® v o, p 30"Sctaare,8"thick "' E0 48" 5apare,l0"flick 4` 48"5gaare,l0"thick • w/ (3) cs#4 P.ebar Ill . ` O T _- ..- --- _._ w/ (6) s#6 Rebar - # w 3"from Pottam 11I - \\ I I Ks I I w/ (6) pcs 6 Rebar ay ,r \ Beam Pocket I each way,3"from Pottam _ _ 711 ead�w 3"from Pottam beam Pocket 1 , - _�... I,_ _ I TI I ' 1� \ fi IN � r � d = - - - -—* ^ rt r �� x— - _ = Ili - ~- -t === = = = = = _ } III I ' ili _�r ‘ \ i-- tI -I - -- -- - - _ - + - I%Ui I � 141-7 1/4" . -60 n%4 N 4 111 _ _ L Ir M / ®_ \ it- �' - - -'�- I �OUnda�ion 1.1 - �, of \- - --- - --11� -- =11 1 7 6��'0 °�'8 m III _ O `-- 30"5 are,8"thick 1 O I O 9� �,,,�O� ► w/(3)) cs#4 Debar I �• v w/ (3) pcs#4 Rebar I I u✓ iI 1 P i .e N I i, `n N° --� I 11/ I 1 each wa 3 frau Potton 1 t . © �\ -L Ecress from each way,3"from Potton - / W. 111 ' . 4 _ Window Well " u 1 ii i V IN Foundationa II II 1 . Q=' `- \ Beam Pocket3 el Contractor " Ful I I ounUa�.lOn _ - c. C 1 I. I i .. _\__-..- S Pebar 4" ' CIO' O from fop �- <S ® ® n 0 © of the Wall,Spaced 11 11 H 5 N 5 ^ 0"/ d..Apart .. .I • C J <ihese 2 Wall Il.- — -- — —il O seciments NO :/ 3' I i I/2" / 5' I O" / 4' 7" y, W Q Q . In III CJ . 111 porch Support cesaea u 4D� III III N -sns2 — - —-— -— - — - -— - • - bt{�oundatlon Contractor _ -- _- _ , _ o \ =D _ — _ _ - w_ � _ — _ — T° l'j'2, .. (/: tee .— = — = � e � � _ � -r ` .. <a- I �) Pear Pocket I beam Pocket I J Pear Pocket 2 beam Pocket 2 (2) #q Debar in Mel*of tike Wall H _ N 3 Z Clc - N N 5 4 ,, O V 9"from the fop of the Wall. 4 S — • K \ Spaced d"Apart ✓ _ "`.� 4 Q l• © .1 N © I2"0'r7cpaee al Pad ,�, C 50 Sapare,8 Thick Q' o w/ (5)pcs#4 Rebar P4 as \ 4 � cr /3'-8 I/2" / Ill-7" 3'-I 1/2"/ 3'-5" 5'-10" 4 3'-10 I/2" / each way,5"frau Potton) 7) ✓ t Corrriect Tube to Peer w/ �� --. 4t • -' 71 i (4) #4 Rebar Into Pier ! % ',- .. N\ / I �f� F it 5 H 5 4 0 H 5 CO Q- • \n-' * m0, r tc.l 73 * "/�,3'-83/4" / 9'-67i 8 /3'-107/8 / 4'-41/ l 5'-10 / 4'-41/4 / O ' 'r' �`��fi'" if W Ili ,-.2_ / 17'-51/2" 14'-61/2" �, 19'-0" / 13'-II/2" / 14'-41/2" (C.?) 0872B1 P�� (3 o , 4o� ��ESSiON Q� '_. I / FIRE TOWER ,. ) c- h ENGINEERED TIMBER — _,__:____,__`_.,__ 27 Sims Ave„Unit 2R 401.654.4600 j Providence,RI 02909 ben@ftet.com 'J raw ir'Gj _ , . 5_ Great Noor 5ice l i -- • , F ;, I - c. - t -> t - - _ fF tR Al - �n 1rLi 5i e Post Above \- ` + " '' Post AbPost<Fbwe 0 " o: I .} 1 1 v _J I Joist C 2)A35 Clips f I I-Joist I I -T' \o-,e 1 GENERAL NOTES (2(Inst0 } :I� (InstallBacke , ' /' I '_,/ " y= BlaktohJazt) ��T a ,\ • Nock to l Jost) ',� •� = . Sill this publication sizing analysis (or longest analyze conditions outside of the scope of these tables A 1'§"inch diameter hale m be drilled anywhere in the web Provide at A I� +` - y _ z j 2 W66 hales may be located onywherepbetween the joist flanges Leave at least 3"of horizontal clearance from odjace holes of any size , ��'f g �w a�! ��.! t `_ = ,$ E' i Pe xact In Order For Wall Components To )cost clearance between the edges of holes and the flanges 5. 11h"diameter holes are factory-scored in the web at 16'on center • e 3.Do not cut rectangular holes,or round holes larger than 1'h"dlarater, ��y ' ,15j� �I y.., �� -c - . Fit Correct)U 13o I\ot Allow Zeck fo Grow, n`antilewe� III/// f J �/ 1 �}Necks @ 8x Posts c e nil ices-e5 CL Location of Post A7ove �o be Su or�,eo HOLES "�� :. pp 5111--.---' c :, Sill— �, deck ( See Circled detail for roper �ramin�l) CPI/NIJOIST TYPICALHOLES 6 `n -. ;z I ? L cr h' c J '` -�i ii fsee table) Minimum 2x diameter of largest hole (see table) '' - ml g D I Corner host have host t3 Interior post E -R Ss • , a - co N .akt Y�wxr,,,mk, ...ksis34iek. "uti':lYH.a.,'4.,...uA.14 1:UiU1u4.0sens.idt saw:.k5 4 y am" 411 '�'+srr,u,aare::. - C� — c :] ,:1 C, res +:' ',."f''';: '.r,.":. ,i - ro- '1 .,. t ----Similar s -� e _ 00 I JN - Location of Joist Nan ors `` '� `� 0Over Girder �j ( I-15 /1 J 6/ 11 ,68) Round holes up to 11/2"in diameter may be \ we c Duct Hole M rut anywhere in the web.Provide at least 3'of F > zs horizontal clearance from other holes (full height) T I' Se, Do not cut rectangular holes,or round holes larger than 1-1/2'in diameter,in cantilevers Post Above Post Above b1. -. e) K • :" - S ROUND AND RECTANGULAR HOLES Poste 1 1 I },CN , `, ` ` - to , Girders - LVL'5 2,O� 2850 Fb C LVL'5 can be replaced Round Hate Diameter 2` 3" 4" 5" 6" 6-1'4' 8-5/8" 10-314" 12' 12-3/4" 14-3/4' 16-3'4" I l ± 1 • I. y. r p I Rectang!ilat Hole Side 1-112" 2-V4" 3" 3-3/4" 4-1/2' 4-1;2" 6-b4" 7-1/2" 8' 9' 41/2' 11- 12-1a2' I-Joist CZ)A3y Clips T , m , h .. -• -_ with a equivalent sized 2.O Paralam.) fasteners Per Manufactures I I I (2)A.55 Clips l / elrotallBader ( & _ Joist Span Minimum Distance From An Support to the Centerline of the Hale }/ 1: v -i - m Installation Instructions, but no less than: 3-164 nails @ 12 0.C, Bt t' 1'-6^ 2'-1" Y-7' 3•-1" 3'-3' Pp I }. I // [dock to l-Jayt) �� l :/!J (ImFell Backer / r�� Nock to I-Jast) �, J ' � } raj p /� /� r r'�/ +� Y? � :J on ply, l/ 21'0 Volt Of �.} a�„I "I 91;2` 12ft. 1'-6" 2'-4' 4'-1" 3'-1t" 4'-8" C-6 .�\ L. r,--- :'-;:: ,,,,,, ' �\'�. '�. O 4s, d1. c .._ , Washer @ 1211 0.C, St erect on 4 Ply or Larder LVL. S�\ ,� �'U' Girders should be a Minimum of & 2 51?F, N , SP 16 ft. 2'-1^ 3'-1' 4'-2" 5-3' 6'-3" 6'-6 q,� tt tt \\ ^�\� c,,..4":,... qP` 1 g`7a._r :/'�l'Sk or better unless noted. Fasten wig 3 16d @ 12 O.C' each eft 1"-0' 8' 2-4" 3'-0' 3-8" 3-10 5'-4" lj/ ' \\ OP. 1 �� --- f. '�t`�7/$" I6ft. Y-5" 2'-3" 3'-2" 4'-0' 4'-10' S'-1" 7-2' 2 loco, 2etalln of all steel b builder. 20ft. t'-9' Y-10' 3'-11' S'-0° 6'-I" 6'-4' 8'-1t" \ / ' ..„.,\._..-- \7:\c'. p y finds of all Girders must be laterally supported Solid dock @beam pockets, 12$ ," 1'-5 ='-a" 2'-7° ='-9 4'-=" 5'-0" 5'-6" �}131ock5 @ 8x posts 16 ft. t'-0° 1'-1' 1'-10" 2'-8` 3'-6" 3--8" 5'-T ti'-B' T-4" / 2t'" 04,„." Cjra I� and use Simpson V137 strap knee brace w/ \15413 nails or equivalent where 14" �` �r \ Ifi y 20ft. 1'-0` t'-4" 2'-4' 3'-4` 4'-4" 4'-7" T-0" e-5" 9'-2" * �:��` 1 girder ends are not braced' 24 ft. r-0" 1'-7" 2'-10' 4' 5'-3" 5"-7" 8'-5" 10°-r 1r-0- toil 51,1______, Note: \Miere door Joists are Supporting Brick Flooring, permuted Hole 51zes are Smaller, 1"o Utilize the Chart, Use the Value for a Hole Minimum I" Larger than the Actual Hoe Size, — C4__ `�� cv t �} Gable Goal host Interior post ( Interior post o -�1 1 C dor�zample, If Cutting a 3 Nole, Use the 5pacings Above fa a HoledOver Girder (.0 @foundation Wall '� c `_- Over Girder v � S1/ Q) s __ / 3'-0" 70'_0" / 55'-6" \\ 7 , Post Above 0 / 27'-75./51 / 27'-103/6" 5d,d['locking Under ' 1 Laver Advahtech Rim Board Solid Posting Above Insulated['ox beam (2)A'9 Clips ---s f' I V A (Instill Decker Line pada,/ L'A _ Stairi tj To Mairrtat, \, --_---. - `V 2 2 I I Nock to Hoist) Wall Belav • 6'"8"Min,Headroom.: s.3 se III Post Sits on . :� f J J ,, - `A' 1' • IMH15,56/I �> t�- LVI ['claw.. \ IIS _ _ 1, N t I 1(2)LVLs In Floor(Lae ) 4 EY II1 JN HI I III rE, ^O III p^ III cal., _ fill (A 111 v I I I IT51,61/Il 88 -- VIII illi _ ., \ s -- 5 � / o Li �I I I v '- I)tVL InrlmrCtoweF` sci (7"\ Interior Post ' -I1 — ` c...-) \ \ Iii III , Laver Advantech Rim Board ►Upper Advantech Kim Dowd / = a 14' 7 1, ,q1' 9 IEI ET 4EET _ ___ _ ___ _ ___ _ Ji___ ____ _ _,„li ___It___ El 0 0 El El Ni EL, El i El E7 Er _, 7 d4 Big Beam(Lave) -- -- - — 1 ----— - - ----- — — o — _ -- Line @ Foundation Wall Beim"— -- IZC �L '5-L2, V �/ X522 Q III_ \ ro t11� - See 5- .1 S1L IIIA i 0 K ro "'n For Fourthtioi/ o ' ['lock Under Posts 4 p- ro Ua ['lock Under Posts t 5-1 2.� III - -C 51.2 - 5L2 „ ✓ (5)218 PT Stacked 5) 2x8' III �_ - - Pigyearn _ _ _ .__.- _ VertlraQy at post Loeatlonz — ger t'.. p• n 5 _—Lavierldvavte. ea d.- — - — - v III 9 I s5 F I oor 2 ec k t7eta i I s 7 dA Dl Beam(Laver) _ � � e� _ „ ,„ = , , „ w , , —. , — _ _ la— _•--. - - - -- - - - - - _ �— - - - — _ I, \ ill 117/8" I-Joists(Nl-80)� a6 - Upper AdvIntecThTm1Doaric - — - — © III Ii53,56/11.88 III — - III \ t\l - __ 7'-5 1/2" tVL 3.56r 1W,for 16 o c,C Upper) / / 'II (2)Ill/8”LVL 111 ( F:-eplace openly changed due 11, m 1L � 5-1,2' to o'wne'r re l arra aas s 117/8” Joists C NI 80). \ 7 III I -__ p y @ 16”o,c,(Upper) 0 tt Post 51 f:ep a e uv[',..1 a f., mascnru - III E Joist Web['iockinq Under !IL e r oz III at LVI Bel.. f-,,,q,iaceIII9 1 5d id Posting Above [ 1. ^ 'I' c2r a /s"tvls f 11 \ III hfknrCUpper) 111 () 5-` - LL7—� o ^ lit til a0 } „ — E z s,:2 �,I j Al Perimeter Joists are 1 z Z'4 �` = III • l'lrpl ace III s �� I I I I , v s ..... _, _ } Aovantech pim BoarduN \ 3 N dPenlnq 1 r -3 o -1 -- ----- 2 Unless Noted Otherwise �. ' K N �J t \ a0 - , . :. ',6 I. i - ` Upper Pdva tech \ c t` N l (Z) I7/8'.'LVl I E-,,,-- in ` °' Rh Board 0 0I N nfkn Clipper) • 0 "��, I C/ 40 6 _ m r^ I7'-5 1/7" III T� �1 - Ma .•ria 1?imen5I 15 nc -t- v l Ill To 13e Ve led bu(3udder i Porch neck by [3ullder J H III 2 \ 5,_4. ,/4" /- III \s1 40} F - I I Ili ✓ `t I _ _ x14 D Deem(Upper) _ _ _ _ _ _ 9x14 Bq Beam(Lower)Lover) I i I I _ - - �' { -It, _.�T `— Upper Adv cl- `/ / ,I. I "`� G Upper Advantech O 1 O Rim Doarel u g i \4 _ a Rlm Board ro "A- A'''. :•i - Qin , EIA?3 ��,?;__ -- - - — os, 3 Add 2x6 Vertical 'lockinga- /. -� ,1� I _, ..,2, �� `G:J' T Upper Alva ntedt Rim Board \ \5-L2,� I2.. 15� door neck a'� Al Holdown5 /EI '4' 4 N _ • i ,,,:, _. -. ,,,3 _ VI - C I) at1.51"/n8-i?J * m, ,� t. * \N) 4 r a ti +i= . .....) } Line a Faandatan Wall Bd°w V 2 ( 2) at 5f/28-I\J m 1., 11 ry- ": i, Lii -<. .<1 ct;_ W I y1 r iToL r V0 El 3 - ( 3) at HEU II & HH1QI4 Co ..._) A �8728� ��`' cc �I,2) .. Q .: X5.1,2, ( See 5-1,1 for Noldown Locations) RrFEssIoNP �.L� `•/ FIRE TOWER IW ENGINEERED TIMBERtt 111---111 �' 27 Sims Unit 2R 401.654.4600 0) / 17I-0' / I5' 0" �, 9' 0" �, I3' /2" 14' 41/2" / Providence,Ave_,. I 02909 ben@ftet.com t Zv ,_ 78' 611 lillt,\_, Y' s_ ''.:) S1 Level Sitl 'ioroucihltdi and Shim PermanentlL and AdeauabelL 3-rawlro -= Great doom Sice W i-A Special Care ¶aken ai. Po5t t3earinc Points ! 5..... 12 . _ ____. 1 c �] _ E 7.5 F .t • c nor iG , E- n> , ) c ,„, _ ,.;.. _,..t� c. 3 e, ...„ ,. ` c) -. e _, 2,71-011 zn -ert Slid Pocking Under Solid[3locknq Under ,T 5010 Posting Above Solid Postnq Above ;7'1: -S �______.. _ __ __ ___� __ �_ - Location of Joist Nand rs GENERAL NOTES > c > 1 ;', Tr: :-- -::-;•.. !---:,' } I- v/�//n 1.Table values apply to joists sized by means of the load or span tables in 4 The horizontal clearance between the edgesof adjacent holes must be at • y )1( i ` i I ( I�5 2 1, V/ i i i��) this publication Use beam sizing software fora more precise analysis or to least Twice the diameter(or longest side) the larger hole Exception- ‘•• • '- t l AL# analyze conditions outside of the scope of these tables, A 114"inch diameter hole may be drilled anywhere in the web Provide at e> v ci s: c _ 2.Web holes may be located anywhere between the joist flanges.Leave at least 3'of horizontal clearance from adjacent holes of any size • ;1_� LLs t I 1 0, least Si"clearance between the edges of holes and the flanges. 5. 1/"diameter holes cre factory-scored in the web at 16'on center s > `',� " c __ - ' 3.Do not cut rectangular holes,or round holes larger than 1'5"diameter, �o �, ,. °- 7 t" '' ( `fl i m cantilevers i --`. � 0, - -`-� - N L^ ( �� _ Location of Joist Hanoiers o i N ( 5210) �-`` R _ _1, c c _ 1 c `�� t L .92 • • e) 1 /i - ml HOLES = - r; _ ‹.. ,..) M (410' 1 CPIMI JOIST TYPICAL HOLES t .� - ,i ',.-_iO t < Y VI Ath Am Z� y �. co E+ e (see table) Minimum 2x diameter of largest hole (see seN m ° ly '_y�,r � _.. . -�. ..ate.:..u..�¢• ee.�y+'x«+rwau.,:u ��+.•.��.-.,. .u,...r.:.ax_v,....„ mow.- -r c c ✓ ,tso, r Round holes up to 1.1/2'in diameter may be w `� • >' W I l cut anywhere in the web.Provide at least 3'of Duct Hole _ 7- - • _ p I horizontal clearance from other holes (full height) T fi s m '- - _ o I i A. Do not cut rectangular holes,or round holes larger than 1-1R"in diameter,In cantilevers \.Z.) tp °?r .i c - '-I - O O Fc ii.-7, _s c `' _- 5 N ROUND AND RECTANGULAR HOLES - I I 2 I I COi Round Hole Diameter 2" 3' 4" 5" 6' 0-1/4" 8-5/8" 10' 10-3/4' 12" ' 12-314' 14.3/4' to-3!4' jI Rectangular Hole Side 11/2" 2-1/4' 3" 3-3/4' 4-1/2" 4-t/2" 6-1/4` 7-1/2" 8' 9' 9-112' tt" 12-t!2" - Joist Span Minimum Distance'D' from Any Support to the C enterline of the Hole I i 40?<- 1 I alt. I I I 9-1/2' 1211 \ - 16 ft. 2'-1' 3'-1' 4'-2" 5`-3" 6'-3" 6'-6' 1�. _ _ _ •.i E _= 72 = _ = = rE = _ — E = E4, 8ft. t2ft. iv i l 16R `� Eby/ Mr/ ,as o, 20 ft. ii��" �t t� I 12ft. I'-0" 7'-1" (O �-+- C�-1\ '• ®' 14" 16 R 1'-0" 1'-1' l'-10" 2'-8" 3'-6' 3"-8" 5'-Y 6'-9' 7.-4" -- \---,1) �i "� © © 20R 1'-0` Y-4" 2'-4" 3`-4" 4'-4' 4'-T �'-0' 8'-S 9'-2" c O _� LS :� y. t.�/�i / 2411. 1'-0" }.-7. T-1p` q.'0. 5.'3.. 5.-7. g'_5' 10'-1• 11,'0" 'c1 C3 U -->__ I �f% _s_ 1� --- c/ ,J N `. 2 / CO ' - L-- A- __.J ��1 c I �-- C� )�_�) -i - -_-__,?,-- 1 \ C\ ' = S. Add Solid filockinq 5did 6lockits Under I All perimeter Joists are For LVL Nand Slid PostlrcLAbwe __._ — - - - - - -Haw - in — --J Acvarttech 1?im [3oards 1f53.56/11.88 Honor.N I x „ Unless Noted Otherwise 111 .Stair Opening To Maintain v `�vari 6' 8 'Mil.Headman. ,(2) 13/4xII7/8I,VL5(In Floor) 1I Rl=. Req :f 9 i - �- 11 S '_.t 7 _ __ _ - If53.56/II.iBNanger ••-...,C) -/ 9'-9 3/4" I ' it 4 i ' \ 0 0 I . " - I i l' �\ X117/8"NI-201-.bests @ 16"o,c, I , - o See 5-5 ,2 • 6 VW I `` 4' \\ \ _ ii /. II G - ii ii rt3 rT - , For 2nd floor deck Pe-bails =:___�_.__J 3'-0 13' 101, Z' II :'-7 / I8'-1 27'-111/2' / - \\ \ ( ' O = s ° 1 j - d0 i �- O Y13H Wall P '_ S _ — V I-L Itte @Wall D6low Shcd f3lockinq Under - �4 _ ��'..i Line @Wall 6elrnv _� Shcd Posting Above !Ii - i f ` ( - , See A- 1 -� (i r N I 111 Q :: Q I I � 1'l - w - _ ___- N dor �x osec "limber Sizes N 1 - - w _ l M III- I I ; i g o a mr, ilkmy o I I I I I CO �D K2 1 1 I Ii ; -T -- L1 _� , _,--- " y — .� 21/4"G1dBrick 1T3H\/\ 1 21/4"G1dDrck •` p YIN Wall Yl3N Wall ""`. Y13N Wal l Component I"Mortar- ''''•-•.„,,,,,,,, Pi Dlod q Poi Component ' Component 1'I I"Mortar \ Pf Blodc; post Component ` y 3/4"Advarrted,050 Calk--� Under Potts I lJ cion posts 2 \ .s; I 3/4"Advartech 050 Caulk 1 v� qo _ w/Cmstnutbn AdhesNe Ibd @ I O'o.c. `Separation Barrier \ �\ w/Constnctbn Ad,ezhe -zii.....-. I/2"Rock Board / r i -rot i. Rock Board II,, ' f Ir(2) 2x6Pf511s ,-,Ilk--1601,210 o,c. I (2) Zz6Pf`Tlls :� x 3/4"Ackantech 050 a11►.. "�11.,.- " I 3/4"Adva,ted,056 i e� ft l 1-'1 --Insulator by builder w/Ccnstn>tion Achesve � refer to 5 1,2 For 11 II I w/Constructio Ad�sNe �� >) , ` i d: Refer to 5-1,2 For « .:_ _.r._ _.. aki Details hinder 111 _ .. 1 '_ - " _ . (n > J ` � � 1 1 1 I I Nall Z Filer w/Same � �1 d {_ t4 i" � '� ? j_i--- 1-1-1- i / � � � -- 3locking Details Under I I 1 I 1 1 1811 I/2 Zp ] '1�� " ', ` lural Postiing ! 11 i [ -.�-f1 11 II A 1, I , , v 1 `fractural posts l 1 1 1 1 I Filler rim 5tze gals&5pu►q as pefer to 5'I.Z For 1 II I I 1 1 E Calk I 1 I I I k'efer to 5 1.2 Fa ;i `-.Caulk _. c ' ,??- `' t• - ------- l I I 1 I I �,ea Wall Pare)AJpve ++ 1-J015f5 III 'i Nal Zip Piller w/Same 1 R p v �aklrg Petals Underl 1 1 I I 1 I 1 1 (See Lariat for Sae&Spoo nor] 1 'i5'' N3r1 I/2"Zp Size Nails&5pacirg a5 I-JOISTS locking Petals Undo y� / Y • ,.N s. ? ; e I JOIStS 11111 ii Structural pos; 1 C I I I 1 1 1 II Filer @ Rm Shear Wall Panel Above 1 Structural Posts Il ,► n/� �: 'Q a CSiee Laqut fer7ze&`y..no] I I 1 I 1 li blak�r a 24 o.e. II ! [�:>L� . • �0 ♦ •- N I I I !I ! l 1 I 1 +in Nail Zip Filer w/Sane j•* 111 1 1 1 1 1 TIT- Nail Zp Filer w/Same / 1-J0151,5 1 I I 1 I I I i 1131 I/2 Zip Spe Kai,&Spacha as I zz&Sp..ny] op 10N I/2"Zip 52e Noris& aco as yin �' w vC I -� ~-Filer @ Pim kiwlaaon by Duider I I I I 1 I 1 I I l `-..-Filer @ Run Wall I q !`� - b C , - y; C`r,[3 Y,oit for ze 8,p r dol 1111 1 1 I I .` Shea Wall Pa e)AI>Jve I Sfear Pae Above �. 'p L; c\ = I N (2) 2x65115 �.r,�W t SmpsonA35Clips Girder �� 5mpsonA35Cl�s Gia 21Z411o.d1 11 11 11 _ i�r� N'�_a) Grocer @ Shear Wall Locations J 1 -�I-�I_ li I i� 64 (2) 2x6 5ils 1,1------...`: t u >I Il U C--► 1-,„ * I ?� �' * �S R R NI Ir�laton Dodder IrwlaGon b Dodder rCC - ferm to 2rB PS,Sill Termite Cap - 2z8 P,f.511 fermke Ca : Shear Wal Locations �� 1 I 1 1 i • I 4 c ;� r, 0 �P (spaced at Half `sear [S ggested] -Simpson A35 Clips • PT,51111�'� �' i _ Cap- ( aced at NJfthe SVear Termite Cap--- 2r8 PS.Sill 0 m . i, ` n _ '• 1 [5111ested] Wall Anchor Dolt 5paere4 '- -- I I • I'I : • Wall Anchor Bolt Spacing) e .......;._,...1-4, I I p 4 Cn \ i Shear Wall Locations [5igge4ed] n C steel] '`'�• 1'I-, , �,--5m son A35 CI s 5il Seal t>..I.I . 511 rx� ._.. - i> 1 l'o (Spaced at Half the gear I .r i ' - �- c cL '' m �Shear Wall locations `,3-, •�-<y '� Z, si11 Sed- til sill%,d -"--'' " N : � C7 .� 1. . II I I `fi 1v l I'1 (Spaced at Nd Shear �Q cj , 4 R v m v' Wd1 Anchor Bolt acid c V II- t Wall Anchor Bolt ouch ) 087281 (C// > u, ce V Girder Pocket Glre!r Pocket- /0 ' ;; ° M Order Pocket .4 r,'( c,�I ( L. � �.I � z_ e� . - ``, --- i. CRefer k5.5.I for5lze/taatw] p [Refer ta5-5 J fa5ize/toatrr7 I j_( [Refer toy 51 Taste/I oats wiles o, r �O NP ;� _, r ii,- ` o r ° \ Anchor Bolt {' • r,- _—_ AnchorBolt a Anchor Bdt ~` _- Ardor Bolt (V ,L 2 C7 [5/8"a4'o,e,] [5/8"a4'e.c,] ,, FIRE T \A1'ER ,. :F,-. 1 t [5/8"a4'oc.7 C5/8"a4'oz.] _ J' ? T_ c r g W Section A'A inion Spaced More Closely per raj �j Famdatbn v , 's, - - p y rain '" ENGINEERED TIMBER - Fo dilation' Section V't/ D v- Wen Spaced More Closet{per Section C'C lhless Spaced Mae Closely y Ulm �, O 5hea Wall 5ced le Skra Wal!Sce ble ° sear Wal kedule Sect ion �'� Wal 5cerM i1 h = 7 *-5milar(hb Post) ^_ n ... g'. *'Similar(No Post) `,:__.__.___t� ____,.:.......-../V....-:-_%... ,"-Similar(No Post) v n v 27 Sims Ave., Unit 2R 401.654A600 Anchor Ddt Anda•Dolt Providence,RI 02909 ben@ftet.com O j1 5-oild Stick Through Al of Should Stick Through Al of 5111 Plates(Leave 5 1/2"-6" 5111 Plates(Leave 5 I/2"-6" Protruding In the Lipper Floor Protruding In the*per Floor \ 25/4�i Joist Locations) Joist Locations) 4 Add 2x6 Vertical 3lockinci at _,= 1st Moor Deck at All Holdowns 0 \._R-- ( 1.5' ' r =_ �5 -- ( 2) a-, 51"-n8-I?J 5r3Ixo ; I v c ; ( �) at Nnl� II & HH2QI4• • " - v . .. ,v 'i / '''`''` c.- /�--a A. I ,. Fcr Framing See Sill 5ectlons c� e• (Ni*.- -+� an Foundation&deck Plan L ' 21/4"Old Dick 21/4"Old Prick Interior 00„.............,0--,...- � 11, �- I" [a _ Pf("locking • p0 I"Mortar (2) Zrb Pf Sils Wall : . , : it Dullder to Continue ZIP to �i thder Posts Builder Foundation Wall araaon Darner / 3/4"Advanced,OSP `xparatbn Darer ,� 3/4"Adeanted,0� 14�UI1111'_ - ' '%r I Top ›-- cI P / w/Corotn ctbn Adhesive w/Construction Adhesive �_ ♦ A.I/2"Reck board �,� ../ .,....,...__ I/2"Rock Bard y / j ./"/ h.� 6X6 PF Post , Mln,5/8" (30l is @ c} O,C, /4"hivantech ox3 re.- . 3/4"Advartech oXi / �i; / /r. IL 1-7.11 # Z,---/- / / Unless Otherwise Noted _ v,LFI' c Horizontal f ebar- / w/Construction Adhesive - _. w/Construction Adhesive _ v -•r�'rr�►� -� D alts .- -.. _- „_.___- Wtop& DilorofW aidd' __ —._ 1 Ixb Mo e Than 4' Spa Ira -`' --- i' i___„- Min,Plstance Fran cin,Grade I JOISTS --� t 1 i-J015T51 �, ( ee L a,u fnr 5¢e& pd I-J01515 O j to Sills 5ha,ld be 8" C ti; (7,•,L,,„t f,rsze 5F,n,{, Simpson Anchor 13olt @ end, � _ [See[leapt for 5¢e&7paary{] �` �Mr�I�ru^t Nr ( � ' ► . a 10" Thick Foundation Wal `S� :,' Web Bloc 1- __ _ _ _ Olid Pori Above - i.[la,.;nt i-.. ..1.-""H i • Provide t 5 Vertical f?eba @ 40" o,c, ' h Z"MIN . ) fa Walls with Back Fill of 7' or Greater • ��" (5)ZatPTStacked .C....':::''':::' 'h•,•ra{ I Lh6alancedF111He = Vert pally at Post local ions I _- Pc' -�I 1 i;rt'M .. 1� L[rf;41 a Nr i'reseruative treated barrier — (Z) 2z45 ►i 1 - �J mat{ be reclufired for " . �; $fig Cdumn .11111°�� ` , connectors in contact with Min, Interior Slab 2500 1 �s �3eaml I 4telifi � , G w ry,a o .e......, preservative-treated wood Section F'� I i 5ec�lon F'F fr" `•' ' • , ° E" 1114,1a4. Min. Garage & exterior Slabs J_.1 _ h'r, 3500 51 Provide Keyway or Rebar _ "' irrne o 0 llor p ,-•,-- --��at Footing Connection rr'�J P'CV iwr,,i{ a `vr__-. 1, ,,•Ilii a•ea Y I IY. cit► a I I • Min.Footing Size, I Steel Provide Waterproofing& ..:,'. � 'w� Width i. 2x Wall ThicknessCdunn I i Prahsasrequired ''' ' `�`;. :' "' . ' depth- IX Wall Thidcnes5 V _L-N-_1 Simpson 5tronq'Tie 5imp5on Strom-fie Simpson Holdown S . dc e In5talla-.ion pim Joist InstallationNom; Thor[loll Length Varies Cependinq on Location Anchor Bolts In Wall Parels that Slt on the lst door beck 1��p lea foundation Sect ion 0.6 will be need a CNWI Coupler Nu & I" Al Thread 0. C :cS, 1T3N '1 S WdI 2x6 PS.Sid �iM1fYr��; --�� ti, {I r i 21/4"Old Brick- Poet YEH Wail U . Note,If Dimension from 1st Floor Deck 1 „ nt . . vt t *� to Garage 5ab Charges, I 1 Marta- . 3/4"Advantech 093 Carlk- 4"Garage Slab ...,c...4.112.• 2I/4 Old Prck 143N Wall ITS I Wal II Separation Barrer w/Construction Adhesive u Contact Ya kee 6a n Names Com rent 16d e 10'o c _ o • , . I"Mortar stm t for It will effect ax-deslq], 3/4"Adra ted 056 Calk tan 1/2"Rock Doad Foundation h - — 1 l 1611 V�i�/ 77/ Yl'rl l Wales v. parat ion Perrier w/Cmstnetbn Act es ve a ICY'o c Contin our 3/4"Adv&tech 053 -'/� _ /� v• 3. I/2"Pock 0oa d / �,„ I (2) 2r6 PT Sills ,r 1; Post w/Construction Pdhesi e spa - V 1 ` i •7/J1' Nall Z Filer w/Same ea Wall 3/4"Ad mtech OSB / ///;. ,/01 % 16d a 10"o.c. f{ Zip (per plans) refer to 5-172-For-1 . - . . Anchor Dolt w/Cast xtbnAdhesNe "`I i1 ` ti I/2"Zip 5¢e Noris&Spacing as 1-J015-15 sx locking Detain Under (5/8"a 42"oz.) ci,ear Wall Panel Above 7f. 1!7 Il Filler @Rim Cee[,,,ut for Structural posts = y _ Section 6'6 Irwlation Izi 0uider Or..P� ,_._- or .r. - .. r..-�rw1-..101515 Calk k 2"lag Screw l ^p I 5mp5on A35 CI�s [ „e L (:`e-.,.� @Shear WPI taati7 s --1..-1,1,1 I JOISTS �Zr+"o.c, Y (37-h15,5/2"mBelts PF Plate e& [`-e•1 3icul-for 7ize.&Sp,9cnq] 1711-7-1/ _ Zx pr Jolyt � * -f{xogh tered 2x on (Spaced at Ndithe Sherr In Wall Pmol n l J 5/8"tylx K 53 I Ii I Ea Slde of Post Wall Anchor Bolt Spacing) ■ /4,cVar Bolfs Rai i}ro nh ��tu// I JOISTS Dniwall by Dullder r • I, System by builder (g.---1- Co' e lay^��t fox Size&�prq] , _ '( �- _ °• ,,„ � ferrite Cap-- _,__,2510 P.r,511 r>,13 PS.Sin "-(2) 2r6 5115 (2)2r6 51Is ll \_--sm son A35 clip,5 �i t!+ • (� Insu�at on ty Bu1da ' a Shear Wall Locations i�� [S aested] v 1 I Calk _:..-•I"' I I v V �I/2 l' E.t I ' .it 1 2,6 P.1.511/ Termite Gap--••+�` �"9Y8 PS,5111 - (Spaced at Half the Shear 511 Seal 0}�_, I ti 511 Seal- 20c1 @ 4 o.c.• 113H I I .' p-: " [5,agested] *i - 11 Wall/donor Bdt 5paehq) FA-b ~^j 4 �� foe Naffed from Wdl ' I I ' M I l�'•' Grder Podet— v ~' "'' {2) #4 PeWall I . I L' !.1,,;;,,,,..„.s.,.., 2x6 511 511 5 `-� C Refer to 55.1 for Sae/t«ahon7 p I f Girder Pocket- Bottom of Wd l Plate ! Si I Sed _ p v cal I v t 1. """"' 4"fr the fop of WaII, [Refe m 5 S.I fa S¢e/Lactim] • i. to Double Sil Plate -1�2>�6 P,f,Sill - . . , v II: I 111. 1114::',11„, ts. 1 c . '0'1"Garan Slab -" `> Glyda Pocket I °' • I a.,..._ Spaced 6 Apart m �' � � \ o1_� v• - • D• • •i,,.-_ • •_�_�:._L'_.,_.:._I C Rerc to 5-5i.1 for Sze/Gaaaon] v 1 T �1 i..��` v Anchor Dolt '. [5/e"a 4'o.c,] b • i __CD5Q88-51252 —Anchor 0dt -i N. _._-_-_--Anchor Dolt /' C C5/8"@ 32"o.c.] v [5/8"a 4'oc,l �tl - I 1 ri „ Ihless Ihlen�acaJ Mae C°12443 Li per {_ f:q 51eawalsedJe GtIOn J J Slra Wall I,:d., Section K'K nFoimdatlo o Weee aced Mere • N° b �oundatlon Contractor foundation e Spa ed Mae LI y c i {y ', n o AreJbr Dolt pkedule v 56ea WPI 5adde t Fairdatiori :. : • • Fcundatlon, [5/e'a 4'oc.] rai�rrr� __��__ ` - cl Garage Slab>•___ - ,• IHen Swed Mere Closely per tOtUbe �} v r . c_J . 2 n si�wau sedde �: ° Anchor Dolt (�� Fatima, Section N'N -= - �� Are{ror Ddt 5hwld Stick Through AI of P"'1 �/ IZ Sauh,l>e on pad Shiould Stick r Bolt h Alof „ v - - Anchor Dolt Section I-I (30"548-e,8"Thick ,l� 5111 Plates(Leave 5 I/2 6 44 Should Stick Through A I of w/(5)pcs#4 Pica 5111 Plates(Leave 5 I/2"-6" ry I I Porch beta'I n o- eadl wag,3"from I3ottan) �, Protruding In the Upper Floc Protruding in the*per Floc 5111 Plates(Leave 5 I/2 6 Joist Locations) /8"Anchor 0dt . 11 '... .II-. Connect tube to Pier w/ (2)per Wall ng *per -0 I -_¢ 11.'" (4) #4Peba-IrtoPer Joist Locations) Protruding In the Flax - Section I.-I, Joist Locations) ;I f.• ,I I r t Wall between 0I17 l Z . ... y �'a4"11r.,J -I: '27 -7---) 5- � i , O S y J T j 1 s-: R V131r1 WaII P ` • ` ' r �z 7, -7 ` e Compa,ent v ' Ni7LI 4 Attadned to f r _ Double 2x Studs,& :- Y13N Wap 3/4" Advanteck 0513 .,, _ v F V6'ri Wal 3/4" Advarrtech 056 Dnl led Out for�/8" �. , _ Component w/(.cnstructicn Adhesive Component w/Constructbn Adhesive Vl3N Wall —3/4" Advanteeh 05(3 Wal 3/4" Advartech 056 Vpl p Wal 3/4" Advantech 0513 3/4" Advantech 056 All thread - t w/Construction Adhesive w/Construction Adhesive Comprxnent Component Component w/Construction Adhesive w/Ccnstructkn AcbesNe �' � — � �. ,: v If' Ibd@4 o.c. _ -r `r, A � .;� ' >` 16604"o.c. u 16604 o.c. ., �_. ' ._ �' ► flown L & L Nailing E boom La & U La Nailing _ = __. — Lap p p g Pawn Lap & Up Lap Nailing Pawn Lap& Up Lap Nailing _..---..---- Per - —__ ,:,r Lap Up Lap "nq :. Pawn Lap& UpLapNailing 1 Per ilea•Wall Schedule _ Per Shear Wall Schedule Per Shear Wall Schedule Per;dear Wall 5chedlde E::: R- j I-ci!" - ^; Lflown Lap& Up Lap Nailingj Gorki @ 24 o,c, dlockln�@ 24 o,c, ` 61ockYq @ 24 o,c, Ploclorq 0 24 ac, tPer Shear Wall Schedule Per Shear Wall Schedule II I-Joist I-Joist f) I-Joist I-Joist • ► c ` . , ,1 I'JOist 1II l'JOiSt Advarrtedi Kim[3oa d ' Advo tech Rm Board , Advartech Rim BoardNN Advantech Kim l3oa d - t �? ? ? aAdvantech RM 6cerd II 1 'fl `AdvartechKn Poard ■ 1� it 1(� Insulation Insulation • hL 'Nall Km to Joist .� Nall Mmt0 JOIdG r r = `°/►—� 2 Kays of Bd06"oo ,�►��__ 2 Rows of 8606"ac '�� 2 Kows of Bd06"o,c Z Nw/CZ]Ibds �� r Rowsf86¢6 oc, ,, NIw/C 2]Ibill 1' � I� from Zlf'to Kim(3oard �� from ZIi'to Klm dcerd �►�� from ZIP to Rim boor dt► \ from ZIt0 Kimboard • J O(fop.) I�� (Try) , (Typ,) 1 (T�,> . ` �:Site Installed Very VBI-1 Wap `ate Installed Very VBN Wall v • ; t, l {2r8 Nailer 20 Nailer 2x8 Nailer 2x8 Nailer " asBean 7/8 A l ThreadTop PlateC V1P] Component Beam Site Installed Ver Wall Site Instilled Ve N31 I Wall > v n r,: v • chTop Plate[VTP] Caipornt fop Plate[VIP] Canpcnent [3ean • oTop ] Competent y M � , , ,,, ,„, , ,,, ,, ,, .:2 5 Post TImber1 ink A4750 _ --:4,•7 c0 X1i IOI WA0-� �Xf,�IOII WA-� �x1'�I?Iot? WA-� 0 �x1f�lop WA�� 1 @ Frame @ Frame /5 �X1''t?lOf? WA,� -1, __,I 0 ;i Post A @ porch a X1hI?IoX WAIN, @ Porch -v- -....27:._ v �V O r. - t-1 'S- �� L7) = _ :a:: 12,, ,,t- - 11.1\ 7.--NLwel Pott Newel Post 3/4" , Baluster /17baluster Advantech 05(3 __ _V A Full Depth I-Joi5t } 5/4 rinish Flooring Odder builderNail o' Over 5teel Beam. "� � -"-'� dottan clan to Beam Baluster Shoe 3/4" Advaitech 0513 (3aluster Shoe 3/4" Advaurtech 0513 Nbslrq parWacn —3/4" Advarntedi 0513 3/4" Advartech 05[3--� Partition w/10d or 166 5i kers per day —3/4" Advantedn 056 1/12- w/Construction Adhesive w/Construction Adhesive w Construction Adhesive ______ _-______...___ w/Construction Adi�slve w/Construetbn Adhesive Advantech Kim 6mrd ak Ws _ n _ _.._ -_ ,,t, - 11111111M101110, LA-5 i. 1041 � Kckboad — Kckbo-xd I I.-JJoist ' I I l u I J.' LVhs — 11 Advattech Kin 6cr �` S `� l jil � I -5 `�> ! t LVL ! Toe Nord I dist to 1'Jolst - I .Joist I I-Joist Joist _ Baan Lap& Up Lap Nailing .,- I P flown Lap& Up Lap Nailing bean w/ (2> Ibds h� I I Joist <' Per Shear Wall Schedule ------ 1 „ I .,. go III Per Shear Wall Schedule _ (One cn Each Sde) —-- -- — , , n 1 , ......111.11111.1.111.111111111111111111111111.1111 MIIIOIIIIIMIIIIIIIIIIMNMMIMMMMMMI - C-- ,i; _ LULL 113H Wall --.------___ `_ Compmert — [3eam lil Beam Post (9), Cross Moor 5Listem �� Cross Moor 5 stem -�I� I 1�op of Stairs _ @Wall @ �3eam �� C-1-1) Cross Moor Beam C.- 4Cross Moor 5 _stem C)Cross Moor Sllstem �' Frame @ 13a1 eont,l v @ �3alcon�{n w/ (-1) //1/ \` i...5 iY 111,: ,: 1 . in W ) 087287 t�� 0 �dFESS10NP� - i FIRE TOWER ENGINEERED TIMBER S� yam— —V27 Sims Ave.,Unit 2R 401.654.4600 Providence,RI 02909 ben@ftet.com Poo Lap & Up Lap Nailing /� 'OHM' --3/4" Adva,tech 056 3/4" Adva,tech 056— V d Wall ' per Shear Wall Schedule Full Depth I-Jost 1.1:311 Wal --3/4" Advantech 056 V J Component w/Construction Adhesive w/Construction Adhesive Component , Gaklriq Over Steel beam. Component w Ccmtructkn Adhesive 14 Deckhq Material& Advantech 5.nbfloer Nailed to LVL5 w/ Nail dort 6 Piave to Plate Baan Lap & Up Lap Nailing Decking Material& w/IOd or I bd Skiers per day 3/4" Alva tech 056 I bd04 o c, Waterprmfhq C 5amafd Menbrane) _ 2 Ka✓s of Nods 0 4 0 M51"C66 5tra w/ w/Constructbn Adhesive II Schedule Badder Waterprcoflnq(5amafd Membrane) � Alo,fir Entire Length p l Per Shear Wa 5 by byduider _ , •.-�.—M.�_ -.._ .._ __. _ _._.__ ___ .- _._ _--____ -.----�— ;�-_._:��d�-�.,-. ._ � �- All Nail Holes Pilled 0 II 3/4" Advantech OSd 3/4" Advatech 056 �. rlashhq I f (2) II 7/6" LVLs W/16 d Sinkers 3/4" Advardech 056 ` 2 Kays of 8606"o,c, w/Construction Adneslve w/Constructinn Adhesive `r w by 6ullder 1 LVLs 1 w/Ca15trUCtbn Adhesive r G 611od- @ 24"o'c' ► Hoist Z I I Toe Nail Hoist t0 v (T ,> 1� I u521 1 1-Joi9t 1 1 ', <1 (2) 1665 WM I/2"Zip III Hog 2X10 SPI' I f; ` ` (Ore on Each Side) ailer l /°' Zz8 NFeller 0 Klm JOiSt i _. _._____r !. Z Kays of 8606"o.c/ 11"-ZZ_ - -—-- _ (2) 91/4 i' LVLs from ZIP to Kim board 2x10 Rim board i� S - - 1 CTypJ P4 0- \ Nail Rim to Joist `/__ -"*. w/[2] 16 cis vItio--=14111 bean dear Full Doth dlockinq 0 24"ac, bean Exh side of U/I.s -- cure 2x6 plate to Top of 5teel L n Adjacent Joest bay w/ ramset ti{pe nails or Ste Installed Plate Steel dear Site Instated Very YBN Wall Carr-woe Bolts Top Plate{V119] Covalent Beam Beam beam --r -- waI _ - _- - ._._ W \/ Postp In View ri Post Beyond ! I I 5 v 2 X 74.1 ' --A I ( 4" 5teel pipe Column I/2"Lora x 6"_/ 1,i1 Glu-tam Pooh I In Wall (Ore cn Eadn Side) In Wall ``' 1 I ;X1';I?IOI; FAVF WA,L l 1 Z is 12 FX1' f?IOf' PACK CO FX1',plOf? FAVF WA,� 14 - @ Fxterior Peck @ exterior Peck L 15 Cross Moor @ Steel 13 earn FX1'��IO� WA�� r" ' 7 I 16 @ Steel Beam td l .,_