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HomeMy WebLinkAbout39124-Z aSVFFOL,Y cor. Town of Southold 10/2/2015 P.O.Box 1179 no 53095 Main Rd to 0-o 1 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37808 Date: 10/2/2015 THIS CERTIFIES that the building ALTERATION Location of Property: 30 Smith Rd,Peconic SCTM#: 473889 Sec/Block/Lot: 98.-3-39 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/13/2014 pursuant to which Building Permit No. 39124 dated 8/19/2014 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: alterations to an existing single family dwelling as applied for. The certificate is issued to Mach 3 LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39124 9/24/2015 PLUMBERS CERTIFICATION DATED 8/11/2015 Cutcho e East Plumbing A t rite Si afire ,, s, -....' TOWN OF SOUTHOLD .�o� eo-- BUILDING DEPARTMENT g .i TOWN CLERK'S OFFICE o�� a�� SOUTHOLD, NY _o1 * 1.„i 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#: 39124 Date: 8/19/2014 Permission is hereby granted to: Napolitano, John & Napolitano, Lorraine 161 Cantebury Rd Williston Park, NY 11596 To: Alterations to an existing single family dwelling as applied for. At premises located at: 30 Smith Rd, Peconic SCTM # 473889 Sec/Block/Lot# 98.-3-39 Pursuant to application dated 8/13/2014 and approved by the Building Inspector. To expire on 2/18/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $420.40 CO -ALTERATION TO DWELLING $50.00 Total: $470.40 iiiP 'Wilding I _ • - _ : 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 of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. 0//g// New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: 30 IA(t ty / ..0,40 /ifs G, '( C House No. ) Street Hamlet �/ Owner or Owners of Property: O �4 V"/.r r Suffolk County Tax Map No 1000, Section r Block 6,3 Lot 3 7 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ / A, Applicant Signe I/,I��wA®f so jj1® Town Hall Annex I� �® `� q�® : Telephone(631)765-1802 54375 Main Road ` Fax(631)765-9502 P.O.Box 1179 . o Southold,NY 11971-0959 `�®� ®` -4— i� roger.richert(a�town.southold.ny.us la BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Mach 3 LLC Address: 30 Smith Road City: Peconic St: New York Zip: 11958 Building Permit#: 39124 Section. 98 Block: 3 Lot. 39 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Daniel Wilcenski Electrical License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 28 Ceiling Fixtures 12 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 2 Smoke Detectors 2 Main Panel 200A NC Condenser 1 Single Recpt Recessed Fixtures 23 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 200A Switches 20 Twist Lock Exit Fixtures TVSS Other Equipment. 2- Combination Smoke/CO Detectors, 4- Paddle Fans, 3- Exhaust Fans, 6-ARC Fault Circiut Breakers, 1-GFCI Circuit Breaker,Electric Radiant Floor Heat(Bathroom),INSTA Hot Water Notes: Inspector Signature: A X41,1 Date: September 24, 2015 Electrical 81 Compliance Form xis ®f so NN%Town Hall Annex t ;; ; '.; . Telephone(631)765-1802 54375 Main Road ; Fax(631)765-9502 P.O.Box 1179 G % • Southold,NY 11971-0959 � � Y ®,e• 1 --_(COUNT11*. [b.) BUILDING DEPARTMENT TOWN OF SOUTHOLD AUG 1 1 2015 ILL CERTIFICATION Date: g////1.5 Building Permit No. 391 I1 a Owner: ��C I (t (rt f St (Please print) C, ac u L 2 Plumber: Y._ (� 5 n'to L.dV c �C (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. t (Plumbers Signature) Sworn to before me this I 1-h day of AUqusc , 20 15 p ��JJTRACEY L. DWYER �(q NOTARY PUBLIC,STATE OF NEW YORK J/1 j. 0 . oiArNO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2OIP Notary Public, SU1d I k County Y7/ 2'(-(4 „ F souri4o I,p 6'0lO` H G p0 111 11 =�Y0OUHi`I,�c�, 11 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 'AiUNINSPECTION [ DATION 1ST [ ] ROUGH PLUMBING P. , 0 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT ON [ ] CAULKING REMARKS: 4-1_ 741-- fici-e. DATE 6 INSPECTOR 1.,i& SOUTyo`o , *; CAJcOUNi`l,A. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGHPLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION I` ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] BODE VIOLATION [ ] CAULKING REMARKS: - DATE 4✓ l INSPECTOR 1111freirs ,, 3 /2A)— . „,,4 f S0(/T�,olo di l O el 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ,ION . [ ] FOUNDATION 1ST [ ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL ] L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: / a ('L✓`AL. cg f I0/L- fid(-64\,-,2tir�� GJ, 4-s r . 1.1„. . .,r cle---. 41-1497744- 6._(_ aril 4 i".1 • ,' - "...-.1OA— G.-, liC .. ::L CyI( DATE INSPECTOR_ 711/ 3(Di ,ho��OF S0044:o\ g TOWN OF"SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH 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 REMARK-It: A.A1.61-1,112 bilsoLae GpL DATE 1( INSPECTOR -A4-7 "OF SOt, 1I �� Hp4\ •c4 ��y�0UN1V,�,�,�'' 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: «//✓✓ ''����// DATE C47/3---- INSPECTOR 21-Ce194 „ S004,;•-_, o of_ \--:fecouffi4/ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST ] ROUGH PLUMBING [ ] FOUNDATION 2ND ] IN ATION [ ] FRAMING / STRAPPING INAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ 1 CODE VIOLATION ] CAULKING REMARKS: Oie e• , / • (>1 I - — 6 I N.Qj_e_,C) 3G1 4,4 A r/ DATE 926_42//f__INSPECTOR AItIlt i I ,�Ao��OF SOUTyt 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) 9.4, ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ( 4 _- DATE 9 1/ / INSPECTOR �--°- - h FIELD INSPECTION REPORT DATE COMMENTS • • . ,. -K-141):-/:#1-- " -' -,,•-•-e. eo-&-i4; 42171e 4117A-A16 (-1t4 EOUNDAIION(1sT) , - . )4i • FOUNDATION (2ND) .. • V • -e:,' r-ti .r. .74- --E•Plire-4L•d----,, O . / . �• i yam . N • ROUGH FRAM G& , ,, Yer-- o , PLUMBING . / / , `r 4-?'� H . OV1-2-;,, 15--1-1-4 ,--0-iLe-7-h-eo -t-e. -t. 2--- - : 'Vkilf ( . ,- err- - ems J.;),,,,,,. .-,4,. f r • :�---- -4, .Th(r: • . INSULATION PER N.Y. H STATE ENERGY CODE 41 6 P //;fhu/ . /r--- • ' 4 • 1 • (5, .0 -' .__ (;. , •Thetz< i, , ,I S- . I ( -P--e-61- FINAL ..• . • 'R) ,1• O ADDITIONAL COMMENTS > .- ' • - ' . ' • • 0 1 k0 ..OD . 4-Q, , c. (?___e_. , 'T l��b _-L.-.5,-/ --- . . ' . /,'L'1 Roc1 6-1-e---e- —O - 7' IIo l� -S-16 CIO o ?- 1t- E 5 61,(4,-ems ( PA -59-cg. . i;.21 g ,0t4-. 1 SS L-P ri • �— lam* (4 /l /is I . ., . '-J C . TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? -=:TOWN HALL Board of Health I. SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 PlanningBoard approval FAX:(631)765-9502 Survey SoutholdTownNorthFork.net PERMIT NO. 59 )0-9' _ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form I Contact: Approved ,20 Mail to:do -41 t r 4 Disapproved a/c 'a4:12, ei F.-a.F-4ON+ AVE i Pg a,ISN 0 MT, tai I Phone: 1 i 1 — 7* —1 Z t. 0 lag&ce, Expiration _= _• 20_ C/772_:: W S Building Inspector 11 APPLICATION FOR BUILDING PERMIT j AUG f t 2014 Date .1„ 1 t ,20 14 INSTRUCTIONS F}a,This Stapp-1rcato`n'MUST a completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,;accurateylot plan to s e.Fee according to schedule. ------- b:Plot-plan-showing-loeati 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. ��^i i ['1 4 I. 'it, v :L 4 '� g- (Signature of applic:.t or name,if a corporation) s i ` CS . tiJ,.+`.L..• do NA-, t�1r (Mailing address of applicant) l r7 9 cP S State whether applicant is owner,lessee,ager j architect, gineer,general contractor,electrician,plumber or builder • .A-r-tEC.71 _-k.> t•-liN t—�° Name of owner of premises H A,c,i4.?J �--�.c_, (As on the tax roll or latest deed) a licant is a co atio i,signature of duly authorized officer (Name and ti e of corporate officer) � �� ,� -2 B 'ders License No.5(2,e 4 �-i� ? �-. �,. Ifumbers License No. air C ,..1 i - I t ' 9 1 kj� Electricians License No. <-- i..d _ - 'g;, ,,_ , 0=1-1P-.4 Other Trade's License No. 1. Location of land on which proposed work will be done: - . 1"4 It 1•r1 'i�-4:3NA,I House Number Street Hamlet County Tax Map No.1000 Section e3.9 g,,epe, Block ,on Lot l°j (;),. 06 Subdivision !t—k171 is.4-4 Nim it:PB� tom, Filed Map No. —• Lot /,,, e=s4!:3) ,.2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: tsi a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition • Alteration o./ Repair Removal Demolition Other Work (Description) 4. Estimated Cost I e-e Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor 1 If garage,number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. N 7. Dimensions of existing structures,if any:Front 4-fg' 1PC Rear 4=0::.rr Depth 2-9 Pi- Height 2 FTC -j-)Number of Stories er_xi.Atm Dimensions of same structure with alterations or additions: Front Rear Depth Height — Number of Stories 8. Dimensions of entire new construction:Front N Rear 1.-1,A Depth H f Height t.41•P+ Number of Stories 1-•4 !� 9. Size of lot:Front 10c, I^T JCf 7 Rear I b , ZZ pr Depth 11 . ' P"?•1 i '(A NNFot..-I•ftp K� IO� 10.Date of Purchase 1. Name of Former Owners/724%4 p W .�likp l T t$c? 11.Zone or use district in which premises are situated ` -- 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES )( NO c 14.Names of Owner of premises P1 A 3 LLL- Address.3 t }r Phone No.111 -1 to -7 2 c3 Name of Architect1 �j�,a °}Address - a - (i i Phone No '9 11.1(e, -17-443 Name of Contractor .r) Address AN. 1-itia hone No. .tz- c9 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO )t • *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES 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 NO $ *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) l` k4 t-Vi LTi t"f ea-k- L.1. being duly sworn,deposes and says that(s)he is the applicant (Name of individual sighing contract)above named, (S)He is the o.)C.1t �lg c-s Ll-C 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; I that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be U G )4c performed in the manner set forth in the application filed therewith. N �/� ��`l(G, Sworn to before me CJ;1', 0 111-14, ri day of ✓5 v�/- 20 ��� lv j"� Public Signature of Applicant V porno-07)---00/, o'i*Of SO/0-4,; O ` Town Hall Annex • - � Telephone(631)765-1802 • 54375 Main Road ; 2 (631)765-g5 P.O.Box 1179 • G • @ � ragJer.nchert(a 1own.soutnoId.ny.us Southold,NY 11971-0959 Q �O r • COINft*wo'. ,./0` BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - REQUESTED BY: c-� Date: 2-- '' I Company Name: � ;„( Ilj Name: c,e�,J t( � �c -r � ( • C'�----- • • • License No.: y-7z3- � � Address: 7. n 31 c S v� ( \ ' Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: hi A-c k 2 L LC-- *Address: � : S -- , -F-� 2O /lam ca- GY *Cross Street: of `Phone No.: iv-- ll Permit No.: - 3 Tax-Map District: 1000 Section: 0 Block: 3 Lot:8_9___ • *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • - I (Please Circle All That Apply) *Is job ready for inspection: &a/ NO ough in Final bo-you need a Temp Certificate: 410/ NO Temp Information (If needed) *Service Size: 1 Phas 3Phase 100 150 0 P 300 350 400 Other *New Service: e-connect ndergroun o Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION • I - 82-Request for Inspection Form ,J —I �a' ) ••••s`•`f0 suFFQ k Scott A. Russell ,•J� �2 STO>RMWAT]ER SUPERVISOR r. v) MATNAG]EMIENT r C_' h SOUTHOLD TOWN HALL-P.O.Box 1179 •i 53095 Main Road-SOUTHOLD,NEW YORK 11971 • ti ` Town of Southold • o.1 aka•,, /1/4 Gff(#ti/ r 3a SirI27-/ L0 pg_ Ga•vf C^ CHAPTER 236 - STORIVIWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ' ❑EB. Excavation or filling involving more than 200 cubic yards of material 1 within any parcel or any contiguous area. - OI ' . Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑['D. Site preparation within 100 feet of wetlands, beach, bluff or coastal , erosion hazard area. ❑ErE. Site preparation within the one-hundred-year floodplain as depicted , on FIRM Map of any watercourse. ❑[ . Installation of new or resurfaced impervious surfaces of 1,000 square . feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes , in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design essional,Agent Contractor,Other) S.C.T.M. #: 1000 Date. e,... DistrictpNAMEA'I/�e �/� r�j ! 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' 4_0/ ,....4._.:-4„:"1 iot-, ?ii. .,.4•477- /-!----iT .-OWNER STREET (5L, VILLAGE DISTRICT SUB. LOT j g....Sokla -!IE 4 ,Orraint.:-.1" +ie-\ 215J -,.. :4-• F• • . '-' ER N A 4 E CREAGE li•!:;i"? i/7,7..ti 1,0 ,4pia, Aleipo If a no eit.), ,. ,4,4r- f, ,„ _ 3314skiear w TYPE OF BUILDING ile,A.494. .417i RES. SEAS.SEAS. 20 VL. r-' FARM COMM. 1 IND. I a. 1 MISC. 1 Est, Mkt. Value . _ LAND IMP. TOTAL DATE REMARKS _ . ' 4 " 3 0--ci / G o 0 .s /44 e S( a•c'/ #12- -o' D / -30 0 ,1 Lt_9-0 ,x9 0 0 Vairb,V , 511.518q- LICAJAp33.3- er-14"'We- -k) 'i-0 . 4 / , . , L., 5 I -L1.2.4,if . . D. -, . la 6 -r) #_.....' OA " 1 0 ..(1AifilW_.ar .' ' • -.7. . .goeas,., 14411-3 „Wcato Wel-AtapolVan 4Wfas -hus-Aces it) Wyob. . .01.4*,- AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD /0 0 1 AO 470 : I Tillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 Woodland .. • . Swampland ,41.-..• N... 4.00. *41100 Brushland House Plot • Total ' / •- w • r I I r�ay,ra a 3 t�� l . 4._ >>" - -k., r i - 3,1 114 1____j t ( 1 1 I M. Bldg. 1.1g.)c 1 g : /4y Do 17,E j., • „ Foundation �vL QogA Bath / T Extension j/ ik % Z a /74 Basement 71A)71A) Floors extension 10 AS : s o S O . 1_.(_ Ext. Walls '?'V Interior Finish , ictensiony7X�Z _ �,1 y S4� Fire Place 441/ Heat I f s D Porch Roof Type 33 ; . ' fr:,. Porch Rooms 1st Floor 7.„r 'Breezeway J Patio Rooms 2nd Floor �t �Ics� x14: Acn o Z.�� ,3rf_ Driveway Dormer 01:B. 7iKl Y:.' . . ' -4� CCE07222014 0001 jpg Page 1 of 1 ... ± -RC ECT MARK SCHWARTZ&ASSOCIATES - •---_.._.__...,_,__•, 2849 i Main Road a PA Bus 933•Cuu hn roc. __ 11933 _—___� 631.734.4183 I tswtr.mkcart•hitcct.(cm July 16,2014 • Southold Town Building Department P.O.Box 1179 54375 Main Road Southold,New York 11971 Re: 30 Smith Road(corner of Indian Neck Road) Peconic,New York SCTM#1000-98-03-39 To whom this may concern, - On Friday July 11s►,2014,I observed the two structures at 30 Smith Road in Peconic The Main House and the accessory building have foundations consisting of locust posts and concrete block with wood frame. I saw no evidence of roof leaks,no major rotting or dangerous deflection. There certainly are some floor areas that are not Ievel,but the floor structure remains solid. The existing fireplace and chimney are in serviceable condition. The buildings have recently survived Super Storm Sandy and are stable. Michael Prindle(licensed& experienced contractor from Orient)and I will be working on the alterations to both buildings and will construct new foundation support and structural enhancements based on architectural/structural design and the permit plans to be completed by this office. Those plans will include structural details to improve the foundation,level up and sister floor systems,walls,and roof areas. New windows, doors, siding, roof shingles, insulation and footings for the existing fireplace will be altered and brought up to code. Based on this information,I certify that the structural integrity of the existing buildings is adequate and serviceable. Please call this office if you have questions or require additional information. Sincerely, • • f;f. . , . , , � � r r - a L y=', i' AlA t,.' t} 3�-4! :Ic�mt+.r,\mcnraoln+UtutrnlAlvin Urttui haps://Ilaail.google.com/ /scs/mail-static/ /js/1=gmail.mairl.en.0Q5119910B... 7/22/2014 , r SO" Town Hall Annex i : Telephone(631)765-1802 54375 Main Road ; ; Fax(631)765-9502 P.O.Box1179 : Southold,NY 11971-0959 � �r��� tee BUILDING DEPARTMENT TOWN OF SOUTHOLD September 1, 2015 Mach3 LLC 502 Piermont Avenue Piermont, New York 10968 TO WHOM IT MAY CONCERN: RE: 30 Smith Road, Peconic The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) at Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 39124-Z alterations to dwelling -"IIIIIIIIIIcl t ,.. \ 4 r.' It YID .lT�-�... /', ♦ 1 11 r �"�. Ter _ .. r irti° ig t A✓ Y"1 !• AP r 44.*' � 4 ate` �` +� • ar -far _ s w.":. f." 9 1 ....k.f. C..0 30 S-ce tti &(....K K `fix i' ', le s • � T . .7 v :�_ fi b , � ' • _. Sfir.= ;AA ^t # 14, ,. • ilk,,, *�` v; k .. Vit' cc • F 3c t4..H 3o5 (t( eco -----. " , ... I . • .0 ) 1 f • , 0 , ..,. - ....,,,.. . • r- &- . . 'ZI , , *"*. ' - - — .-- . . , .t 1- • I + 10 r A - e . . . . .., . . .'.i. - -f. ,_--• - - --- (s_* ' ,...:.--,..:_....—,5' -Itfig . .,.. - At, - •.: *- 1, • Fr 4 : ' — II. • • ..1, • -41,2- , kp --. 1 - • - . ., -.-- - • : •. ...•••••• •- 7'4' . `• 71‘.. • • i .** •. i ..,_,,,..-..4440,••. - • .••_ •..-,,-.., • . ., ' • ifi Al"' . .. ''' _..,-t, .... : ,. ft ' i'. ' ' ..•'0''4" --'0'.'-'/0 i•• ' .... .. 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''.,4' -c„-°:trt, .$4, ,,,' 4 IlerrAm(74).*'‘I •rlitt‘-1'' fo ' ' 30&if l LI REScheck Softw- re Version 4®5®0 n Compliance Certificate Project Private Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 30 Smith Road MACH3 LLC Jo Machinist Peconic, NY 11958 502 Piermont Avenue Jo Machinist Architect Piermont, NY 10968 502 Piermont Avenue Piermont, NY 10968 212-355-7171 ompl!iance 'Passes Compliance: 7.3%Better Than Code , Maximum UA: 262 Your UA: 243 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R Value R Value or Door UA Perimeter U-Factor Wall 1:Wood Frame, 16"o.c. 400 14.0 -0.0 0.079 24 Window 1:Wood Frame:Double Pane with Low-E 21 0.290 6 Window 2:Wood Frame:Double Pane with Low-E 25 0.290 7 Window 3:Wood Frame:Double Pane with Low-E 18 0.290 5 Door 1: Solid 26 0.490 13 Wall 2:Wood Frame, 16"o.c. 440 14.0 0.0 0.079 26 Window 4:Wood Frame:Double Pane with Low-E 25 0.290 7 Window 5:Wood Frame:Double Pane with Low-E 18 0.290 5 Window 6:Wood Frame:Double Pane with Low-E 48 0.290 14 Door 2: Solid 26 0.490 13 Wall 3:Wood Frame, 16"o.c. 168 14.0 0.0 0.079 10 Window 7:Wood Frame:Double Pane with Low-E 28 0.290 8 Window 8:Wood Frame:Double Pane with Low-E 18 0.300 5 `Wall 4:Wood Frame, 16"o.c. 86 14.0 0.0 0.079 6 Window 9:Wood Frame:Double Pane with Low-E 8 0.290 2 Wall 5:Wood Frame, 16"o.c. 224 , 14.0 0.0 0.079 15 Window 10:Wood Frame:Double Pane with Low-E 32 0.290 9 Project Title: Private Residence Report date: 08/06/14 Data filename: Z:\JTM DRAWINGS\North Fork Properties\DOB FILING SET 8-7-14\rescheck_30SmithRd 8- Page 1 of 2 8-14.rck Gross Area Glazing Caty Cont. Assembly °r R-Value R Va ue or Door UA Perimeter U-Factor Wall 6:Wood Frame, 16" o.c. 35 14.0 0.0 0.079 3 Floor 1:All-Wood JoistfTruss:Over Unconditioned Space 964 30.0 0.0 0.033 32 Ceiling 1: Cathedral Ceiling 964 30.0 0.0 0.034 33 Mechanical Equipment Description Fuel type Efficiency Forced Hot Air Gas 80 AFUE Electric Central Air Electric 14.5 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.5.0 and to Imply with ,1• mandatory requirements listed in the REScheck IIpnspection Checklist. Q l 41 p _...,,, 4 \1 ‘ 4. Name-Title Sit alure 1IV Date I Project Title: Private Residence Report date: 08/06/14 Data filename: Z:'JTM DRAWINGS\North Fork Properties\DOB FILING SET 8-7-14\rescheck 30SmithRd_8- Page 2 of 2 8-14.rck TITLE No. 1 2.7 5 5 9 5 mm, of Ito,ipso, PIF.-1K PI ,& c,flo n46 w S -"-"k aw Nf0. ,I.., 0..,r10 SSI 4Eo 1v+gy Zl 1413 S �L� S. Z . .. S-1- . ./k1 1=RNMF -- 94-•10 t -- -•art - N 7.ooW h���- ..I. 3'-3 ..sr I -_ N scec l STn fay F R�1.n@ ra-- e . M ♦'01 1t 2. 'S 5.' 2115„ L .0 L Al 2 .° Z D W ,I C.. .. w y -I r S'".; • v� '„ 1+ 'N A RA. O G1 Lo C 3 "I - s d 1 4. P -n - 1 RI m Y 3 r �1 ic:1-1. th ....0 F 74 -70 I`1 „• w 0 w DH V k� . I'e« o'^fie 3- .-641( Es1 — 5 1 0`"- 2.3 E 100.00 .s ,shwa S r-1 STH R O p.,D P 21v A,'T E f.' 0P.s3 3?, IT IS HEREBY CERTIFIED THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS AND THE MINIMUM STANDARDS FOR TITLE SURVEYS OF THE NEW YORK STATE LAND TITLE ASSOCIATION =3OSWELL-- FLECHTNER SECTION LLOCK__ �WoAT 91 ,; A S Oc I A T E S GUARANTEED TO: I I‘c 1 T:E y.,cr nvi C6 `�A4}'ANY Soa'T!At{oL.D ' CONSULTING ENGINEERS AND F.11 A,ER.^F Yh r I A.-1•tc, 3 ?1,1(11_A m.se PROFESSIONAL LAND SURVEYORS 220 JERICHO TPKE MINEOLA. N Y. 11501 COUNTY FI 7-3545 MEMBER OF NEW YORK STATE LAND TITLE ASSOCIATION St-5F F o L K NFW1'YORK SfATF_ASSOCIATION Or PROFESSIONAL LAND SUR1'EYORS RECORDS O F --------------__ __ _ _ HARLES E GLASS WALTER P. STEWART APPLICANT_ JOB NO S. VAN DER WERKEN ROBERT CLEMENT —__ _ /E�:it.,I tR+r•RI r1,lp�-,,;NA ---^ WALTER W FLECHTNER DRAWN BY M CHECKED BY 7 1 p 5 I S.C.T.M. NO. DISTRICT: 1000 SECTION: 98 BLOCK: 3 LOT(S):39 U.P. , U.P. �_• � INDIAN (50') NECK ROAD N,•.\ EDGE OF PAVEMENT :\ I `\ 97.86' 20"CHERRY EL 25.6_ N 76°04'00" E MON \,r 28"PINE EL 25.3 0 11 12.3' EL 25.6 O `'U.P. 1.0'EO 1.9'S C O -_ ---- ---- -�- --- - CONC. -�._ GENERAL NOTES: PROJECT SPECIFICATIONS FOOTINGS AND FOUNDATIONS BRACING TE C:41- ----c‘ GENERAL NOTES I. SOIL TESTS OR BORINGS HAVE NOT BEEN SUPPLIED TO THE _ ALL NEW CONSTRUCTION WORK MUST I. ALL WORK PERFORMED SHALL COMPLY WITH BUILDING AND ZONING ENGINEER. FOOTINGS HAVE BEEN DESIGNED FOR ONE AND HALF(I.5) ALL MASONRY AND FRAME WALLS SHALL BE ADEQUATELY BRACED AND SHORED I \ T TON PER SQUARE FOOT BEARING CAPACITY. SOIL SHALL BE VERIFIED DURING CONSTRUCTION UNTIL FULLY AND PROPERLY TIED BACK AND CURED. R X A COMPLY WITH LATEST (2010) RESIDENTIAL CODE OF ORDINANCES OF THE PEGONIG, TOWN OF SOUTHHOLD, SUFFOLK GTY., N.Y. AND/OR OWNER SHALL ASSUME ALL RESPONSIBILITY FOR ANY FAILURE NEW YORK STATE AND NYS EXISTING BUILDING CODE. THE RESIDENTIAL CODE OF N.Y., NYS EXISTING BUILDING AND ENERGY CODES IN THE BUILDING DUE TO SOIL CONDITION. SALLOW GORE REQUIREMENTS AND GOOD CONSTRUCTION PRACTICES FOR SAME. AND ANY OTHER LOCAL, STATE AND FEDERAL APPLICABLE CODES 4 LAWS. 2. ALL FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH OR ROCK. R TA!�! STORM WATER RUNOFF FOOTINGS SHALL REST A MINIMUM OF ONE (I) FOOT BELOW EXISTING 1 '''''''''-- ,01 It C4I 2. CONTRACTOR(S) TO SUPPLY ALL MATERIALS, FIXTURES EQUIPMENT PURSUANT TO CHAPTER 236 OCCUPANCY OR I. PER SECTION R3I3, GC TO INSTALL SMOKE ALARMS AND LABOR NECESSARY TO PERFORM $ COMPLETE WORK NOTED GRADE AND NOT LESS THAN THREE AND HALF(3.5) FEET BELOW FLASHING AND CAULKING OF 7FiE TOWN CODE, r, S5" I FOR THE ENTIRE HOUSE ON PLANS AND A5 OTHERWISE REQUIRED. ALL MATERIALS TO BE PROPOSED OR EXTERIOR GRADE. USE IS UNLAWFUL FUL .,.;: AND CARBON MONOXIDE DETECTOR(S) 3. ALL CONCRETE FOR FOOTING SHALL BE STONE AGGREGATE WITH A ���TNOUT CER NEW AND FREE FROM DEFECTS UNLESS OTHERWISE NOTED. ALL MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS, AND FLASH AROUND CHIMNEY, VENT STACKS, ALL ROOF PENETRATIONS AND TIF1CA A5 REQUIRED FOR NEW CONSTRUCTION. SMOKE ALARMS WORK TO BE PERFORMED IN A COMPETENT WORKMANLIKE FASHION SHALL CONFORM TO ACI-318-63 CODE. WHEREVER ELSE REQUIRED WITH ALUMINUM, LAPPING ALL FLASHINGS AT JOF ow�.pAive,v SHALL BE INTERCONNECTED AND WIRED AND LOCATED IN ACCEPTABLE VI/ MODERN PRACTICES. DO NOT SUBSTITUTE 4. REINFORCING STEEL TO BE ASTM A-615 DEFORMED PER ASTM A-305 LEAST 6". ALL VALLEYS AND ROOF INTERSECTIONS WITH WALLS SHALL 0 Sml I 'I"i t<OAD EACH SLEEPING ROOM, OUTSIDE / IN VICINITY OF SLEEPING ROOMS, MATERIALS, EQUIPMENT OR METHODS WITHOUT WRITTEN APPROVAL AND WIREMESH A5 PER ASTM A-185. ALSO HAVE ALUMINUM FLASHINGS. PROVIDE FLASHINGS ABOVE DOORS, PEGON l G FROM THIS OFFICE OR THE OWNER. 5. CONTRACTOR MUST ALSO FOLLOW ALL REQUIREMENTS FOR WINDOWS AND LOUVERS AND ALL OTHER OPENINGS. CAULK ALL EXTERIOR , NY I I G15- 8 AND ONE PER STORY (BUT NOT CRAWL SPACE OR NON-HABITABLE 3. ALL CONTRACTORS TO BE RESPONSIBLE FOR: ALL APPLICABLE PREPARATION, CLEARING, PROOF ROLLING, FILL PLACEMENT JOINTS. BUILDING SHALL BE GUARANTEED FULLY WATERTIGHT. - - ATTIC). CARBON MONOXIDE DETECTOR TO BE INSTALLED WITHIN LAWS AND CODES RELATING TO THEIR TRADE AND REPORT ANY RECOMMENDED BY A REPORT ON SOIL AND FOUNDATION DISCREPANCIES TO THE ENGINEER AND/OR OWNER. INVESTIGATION. 15 FEET OF EACH SLEEPING ROOM AND AT FLOOR WITH A CO SOURCE. 4.GONTRAGTOR OR ANY SUBCONTRACTORS PERFORMING ANY WORK 6. FOOTINGS ARE TO REST ON FIRM NATURAL SOIL AND/OR NEWLY PROVED .R � JO MACHINIST COMPACTED LOAD BEARING FILL FREE OF ORGANIC MATERIALS, OR '° E A R C H I T E C T ON TH15 PROJECT OR UNDER THIS CONTRACT SHALL CARRY CLEAN FILL PLACED IN LAYERS AND COMPACTED IN STRICT ALLNEW MECHANICAL, PLUMBING ELECTRICAL AND LIABILITY 4 PROPERTY DAMAGE INSURANCE AGAINST ACCIDENTS DATE:.��Ic1 IIS e.P•M I"�� 2. OF ALL KINDS AND SHALL PROVIDE OWNER WITH CERTIFICATES OF ACCORDANCE WITH REQUIREMENTS. FF : Ho DY: �' 502 Piermont Ave., Piermont NY 10968 (212) 355.7171 WITH THE APPLICABLE SAID INSURANCE. ALL CONTRACTORS TO CARRY P.I.P. INSURANCE. 1. ALL FILL SHALL BE COMPACTED WITH SOIL COMPACTION EQUIPMENT N . G E STRUCTURAL WORK SHALL COMPLYNOTIFY BUILDI� G DEPARTMENT ti i MENT AT ARCHITECT 15 NOT RESPONSIBLE FOR ANY INJURIES ON PROJECT SITE, RATHER THAN BY HAND TAMPING (EXCEPT AROUND PIPES, ETC.). 765-1802 8 AM TO 4 PM FOR THE SECTIONS OF THIS CODE. NOR 15 LIABLE FOR ANY LABOR LAWS OF SECTION 240 4 241. D. THE THICKNESS OF FILL LAYERS PLACED SHALL BE COMPATIBLE WITH FOLLOWING INSPECTIONS: PLUMBER CERTIFICATION THE TYPE OF COMPACTION EQUIPMENT USED. 1, FOUNDATION - TWO REQUIRED ON LEAD CONTENT BEFORE 3. PER SECTION 8303, ALL HABITABLE ROOMS SHALL HAVE AN 5. CONTRACTOR TO BE RESPONSIBLE FOR CHECKING ALL FOR POURED CONCRETE CERTIFICATE OF OCCUPANCY DIMENSIONS ON PLANS AGAINST FIELD CONDITIONS PRIOR TO q. THE ATTAINMENT OF SPECIFIED DENSITIES SHALL BE VERIFIED BY 2. ROUGH - FRAMING & PLUMBING AGGREGATE GLAZING AREA OF NOT LESS THAN 8% OF FLOOR AREA. CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES FIELD DENSITY TESTS MADE BY AN INDEPENDENT TESTING 3. INSULATION SOLDER USED IN WATER TO ARCHITECT. LABORATORY ON EACH LAYER OF MATERIAL COMPACTED. ONE TEST 4. FINAL - CONSTRUCTION MUST SUPPLY SYSTEM CANNOT NATURAL VENTILATION - OPENINGS SHALL BE 4% OF FLOOR AREA. 6. ARCHITECT I5 NOT RESPONSIBLE FOR ANY EXISTING CONDITIONS PER 5000 SQ. FT. OF SURFACE AREA SHALL BE MADE ON EACH LAYER BE COMPLETE FOR C.O. EXCEED 2/10 OF 1%LEAD. ALL CONSTRUCTION SHALL MEET THE AND/OR ANY UNFORESEEN PROBLEMS PRIOR TO THE RENOVATION, WITHIN THE BUILDING. REWREMENTS OF THE CODES OF NEW k 4. PER SECTION R303.3 ALL BATHROOMS SHALL HAVE MIN. 3 SQ FT NEW CONSTRUCTION. ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY 10. SUBCONTRACTOR HAS TO CONTACT ENGINEER IF DISSIMILAR MATERIAL `ORO STATE. NOT RESPONSIBLE FOR NEW CONSTRUCTION, DEMOLITION, OPERATIONS AND METHODS. (i.e. ROCK OR SOIL) ENCOUNTERED DURING FOUNDATION EXCAVATION. DESIGN OR CONSTRUCTION ERRORS. PLUMBING GLAZING AREA AND MIN. ONE-HALF MUST BE OPENABLE. 7. GONTRACTOR(5) TO COMPLY WITH ALL OSHA AND ALL OTHER SAFETY II. THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED, U.N.O: ALL PLUMBING WASTE REQUIREMENTS. CONTRACTOR(5) TO FAMILIARIZE THEMSELVES WITH - CONCRETE CAST AGAINST 4 PERMANENTLY EXPOSED TO EARTH: 5"; &WATER LINES NEED TESTING BEFORE COVERING 5. PER SECTION R3IO, EMERGENCY ESCAPE AND RESCUE OPENING: EXISTING CONDITIONS. ALL DIMENSIONS 4 CONDITIONS TO BE FIELD - CONCRETE EXPOSED TO EARTH/ WEATHER: 2"; C 2;N"FLY WITH ALL CODES OF VERIFIED. MATCH ALL EXISTING MATERIALS, DIMENSIONS AND CONDITIONS - CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT W/ NL'.'' YORK STATE & TOWN CODES EVERY SLEEPING ROOM SHALL HAVE E.E.R.O. OF MINIMUM 5. 1 SQ FT OF A5 THEY MAY APPLY. GROUND: 11/2". AS REQUIRED , F NET CLEAR OPENING WITH MIN. 24" HT AND 20" WIDTH. 5. PROJECT SITE TO BE LEFT HAZARD FREE AT END OF EACH WORK CARPENTRY SO' ,- ' L'` ' DAY. PRIOR TO COMPLETION OF EACH TRADE AND PROJECT S° : i4,1%3 dIARD 5. THE MEANS OF EGRESS IN WORK AREAS SHALL COMPLY COMPLETION, REMOVE FROM SITE ALL TOOLS EXCESS MATERIAL I. ALL STRUCTURAL WOODWORK SHALL COMPLY WITH NATIONAL LUMBER _ .,.'T ()I nib • L-ES ' AND DEBRIS RESULTING FROM THIS CONSTRUCTION. REMOVAL OF MANUFACTURER'S ASSOCIATION AND WESTERN WOOD PRODUCTS WITH THE REQUIREMENTS OF SECTION R3II. NEW STAIRS, HANDRAILS DEBRIS TO BE IN CONFORMANCE WITH ALL LOCAL, STATE AND ------ t� _�7�..,,, FEDERAL LAWS. YARD TO BE RAKED AND SEEDED. ASSOCIATION STANDARDS AND PRACTICES. AND GUARDS SHALL COMPLY WITH SECTIONS R311.5 AND 312, RESPECTIVELY. 2. ALL SILLS RESTING ON MASONRY OR CONCRETE SHALL BE PRESSURE ASSEMBLIES, ETC. TO BE HANDLED AND INSTALLED IN STRICT TREATED. ' 6. THE G.G. (CONTRACTOR) IS RESPONSIBLE FOR OBTAINING ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. 3. ALL FRAMING LUMBER SHALLMINIMUM BDOUGLAS FIR # 2 OR APPROVED ESS ALL REQUIRED PERMITS, AND UPDATED CERTIFICATE OF OCCUPANCY. WHERE SPECIFIC MANUFACTURED PRODUCTS ARE INDICATED, NO EQUAL. FB= = 1,0,0450 BENDING NGTH E = 1,700,000 PMI MINIMUM STRENGTH �`.' SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN NOTICE FROM 4. ALL STUDS SHALL BE DOUGLAS FIR # 2 WITH A MINIMUM E- OWNER AND ARCHITECT PRIOR TO PURCHASE AND/OR INSTALLATION. 1,210,000 PSI. FC GREATER THAN 520, WITH BRIDGING AT MID- .. HEIGHT ON WALLS OVER 8'-O" HIGH OR FOR STUD WALLS IN BUILDINGS THREE (3) STORIES HIGH. 5. WOOD BRIDGING SHALL BE PROVIDED FOR ALL JOISTS AND SHALL BE 5/4" X 3" CR055 BRIDGING WITH MAXIMUM 8'-O" SPACING BETWEEN ROWS. 6. DOUBLE WOOD JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO VENT RISER I DIRECTION OF JOISTS. THRU ROOF I VENT RISER 7. FIRESTOP ALL INTERIOR FRAMING AND OVERHANGS WHERE AND AS THRU ROOF REQUIRED BY CODE. ROOF LINE I8. WHERE JOISTS AND BEAMS FRAME FLUSH, PROVIDE TECO OR EQUAL STEEL HANGERS AND CONNECTORS FOR SUPPORT. ---__ q. PROVIDE A RIDGE 2" LARGER THAN RAFTERS; PROVIDE 2" X 6" COLLAR BEAMS 32" O.G. FOR ALL RAFTERS UNLESS OTHERWISE 5 NOTED. 2" _ 10. PROVIDE MINIMUM 2 - 2" X 4" POSTS EACH SIDE OF ALL OPENINGS. 5 - PROVIDE 3 - 2" X 4" POSTS EACH SIDE OF HEADERS OR BEAMS OVER 1 FEET SPAN II. ALL OPENINGS IN WOOD FRAME CONSTRUCTION 6 FEET AND SMALLER _ --- 2" \ SHALL HAVE 2 - 2" X 10" HEADER UNLESS OTHERWISE NOTED. ALL 2" /2" 2" 2" \ LARGER OPENINGS SHALL HAVE 2 - 2" X 12" HEADERS UNLESS 2 08. 08. 14 ISSUED OTHERWISE NOTED. FOR DOB PERMIT BATH #I r LAUNFRY r KITCHEN 3,, M BATH 12. SILLS SHALL BE 2 - 2" X 4" OR A5 OTHERWISE INDICATED, WITH I 06. 15. 14 ISSUED FOR REVIEW I I TERMITE SHIELD, SET ON 1/2" SILL SEALER INSULATION. SILLS 1.5" I I SHALL BE AI{CHORED TO MASONRY WITH I/2" DIAMETER X I6" STEEL I 1.5 1.5 I 15„ ANCHOR BOLTS MAXIMUM 8'-O" O.G. ISSUES AND REVISIONS: LAV. 5" I LSV 1 U i 1A1A51-ER 5NKU t 1 I DW 1.5" 1.5" U TLE TLT 1.5 I.5" TLTFIRST FLOOR TUB -, I SHOWER r` l ,.,..-,e k----1 3.. 1.51' 1.511 1.5" 3.. 1.5" I.5" 2.. 5" 5" 5" 30 SMITH ROAD GENERAL NOTES 2" SECTION: 18 HOUSETRAP/CLEANOUT „ „ 2 `,��� sALRED mey,• CO 3 3 BLOCK: ✓ �`` .i,rr►nc,y, F� ,i'. GRAWL SPACE _ - t LOT: I , ;_ ° x - 4,i �` � °• 01462% 1` ��` TABO� R301 .2 I ���-,�'�ly£STAj���,���. L •,,„tttt..0 DRAIN LINE TO EXISTING SEPTIC TANK AND SEEPING PITS GON.TRU TION SET CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 4h1--N SUBJECT TO DAMAGE FROM JOB NO.: -� DWS. NO. GROUND SNOW ✓JIND SPEED (m h; SEISMIC DESIGNICE BARRIER FLOOD HAZARD `\ p CATEGORY LOAD WEATHERING FROST LINE TERMITE UNDER- LAYMENT fFPTI-1 REQUIRED DATE: 06. 00. 14 50 100 mph G YES 36" YES YES NO* NEJAl PLUMB I NO RSER E7 IASRAM SOALE: T. 1 A5 NOTED N.T.S. DRAWING BY: * - ALL NEW CONSTRUCTION ABOVE GRADE ELEVATION 8.0, FLOOD PLAIN. KE -LF 77 I S,C,T.M. N4?. DISTRICT. /COO SECTION: Be BLOCK: 3 LOIN:. FR VATS RESE \GE U,p' 50 SMITH ROAD U.P. X58 4 '�:i INDIAN (50') NECK ROAD ` JO MACHINIST j,1. EDGE OF PAVEMENT ARCHITECT 'i k. SO2 Piermont Ave., Piermont NY 10968 (212) 355.7171 is 21YtiCHERR'r •� ' EL 25.6 4 w�{�,4 �a '. '+ We MD -� ' 22EVINE EL 25.3 1.2.3. / EL 2.5,0 LLP. i.9S iii 0 e CONC. STOOP t PI 12-CEDAR X55 0 1 LOT 1FRIO_ -,y is C ourrirtX X v FF.. 215.7 i ourocoll Po ©PrJ, WI' SHOWER KV. WATER SERVICE W.V. CI LI 0 L._ avFri EL ass _.._.._.._.._.._..1.._.._.. t . _ NEN FOUNDATION BELCH DNELLINC OCL p" 17.5' DAY EL 25.8 i X EL 28,1 ` 443.3' « tW— { ¢.7I�' ZikvEk EX 27. LP. 1 srr- FM. w L 011 NEN POST (SONOTUSE) AND SEAM Z- lit GAsqPD E. T 13ELON THIS AREA ONLY g - FFL 20.9 _ 0, STORXE I .P' ElAr _ `. gi, EL 25.8•'- #VV CID ray ApprAg Douai.? - 140- ice- ,• {. m r �•, - GNE}3R1 ''`�. REMOVE EX. TREE, o go. y `• vow- .4.; 4,j1lwE 1e'ANE2r,6 C R I ND ROOTS; 1E-PINE4 ' ! E ; �.= 5o IMMO R ,P• k9DN,,. „� GOORD. NI TH JOHNSON limo. '0 S 79 °3'7. 04" leir 103.22' TREE GO. li I RE I NFORGE EXISTINS CARPORT LOT I STRUGTURE AS REQ'D 1 1 , • AREA:9,732.1 S S.F, OR 0.22 ACRES anA] cru DA Tat .�• 14' tAdAtJTT-ft7N�.22E l ALTERATION QR At7DlfTTou T1? ?Hs s../RLEY 15 A 47OLA RON Or Mr17ON 720I t7F THE NEW YORK STATE EQUOA7l401.CAW. COME5 CF T115 ,STMET 1 I MAP MOT REAR= 174E LAM SURLEYFlaR'S ELMOSSEO MAL SYLL NOT BE CONSTERED TO RIE A VALID ]RUE COPY. GUARAITFFS /JA WO PER ECV SPALL PUN • CM_V TO TNF FEV FOR Mat ITIS SiARI.EY 15' PREPARED MD ON P.0S.D4E?CALF TO THE TITLE COVRA Y,, ODIA T,4 $JTAL ACENOV AND LEVEIYHO INS7T7U7kW •: 1.57E71 WE'EA AUG 70 THE ASS'G 1LCS CI' 77-0 i.DVDfiVG 1,457i7UJ7?O WARN= ARE Nor TT?AN €RAll2f 7.' ??IE OFFSETS' OR DAVE,' ONO VOW,' HEREON FROM THE PRY Ere VNES Tt7 THE S7i4'UCTURES ARE FOR A SPPECIRC .PLARPOSE AI' USE THEREFORE E TEV ARE NOT-AV? '11QE TO 8d'Lth4J1'r NT T7-BE PROPERTY I EES OR TD MADE ME .ERECTiON OF FEW= AAGY77Q'h4L STRUCTURES CR Aft On-PER MIPR05EtilT5. EASEMENTS ANDAY? SUBSURFACE STRU TENES RE QR WIREL IROED ARE NOT t 2.'RAAfTE UNLESS PHYNCALLY ELMENT EMT THE PREM.= A r THE TM' OF 51.0rE"F' ' SURVEY Cr: LOT 1 CERTIFIED TO; l'AACH3 LLC: RP OF. INDIAN NECK PARK ADVOCATES ABSTRACT, INC,; ; FILED; MAY 27, 1913 AS p551 STEWART TITLE INSURANE COMPANY; 2 OS. 05. 14 ISSUED FOR DOB PERMIT SITUATED, AT: PECONIC .i ';; I 06. 15. 14 ISSUED FOR REVIEW • TOUM1'J CF: SOUTHCLD KENNETH M WOYCIUS LAND SURVEYING, PLLC ._ =' _ SUFFOLK COUNTY, NEW YORK Prnfeaeinnal Land Surveying and I)i� -` rtif r P.O. B 153 �►quebajue, New 'fork 11 31 r 7 '' ISSUES AND REVISIONS: PHONE (B91)8110-1d99 PIM (831) [3J -11588 �. FILE 1 —117 SCALE; 1"-20' ORM: JULY 30, 2014 NYS. U 0,51 m„�E km i u ri'MAR QR3„ r rt 4. gamma. ,k [, fh 1t IPrw wkisk `' ari \a�\�� 0 I ni e E,1 r 111, STE CLAN ANEXISTINS SITE FANS. . _ SCALE: 1 "=201 LOCATION CLAN , ,, P�e � , !. r M GON p T �r,� AN_ . i •a$:.r I ":. ••-y •24.4 T.� S MACO,'t. .1• 1 / 3 'ON I/ " 1 ."firc *'0 0144,'' I' . Zr§TA's- ti, G�?NST GT I ON SET JOB NO.:�� DWG. NO. LOCATION ELAN DATE; NTS 06. 00. 14 SCALE: SP1 AS NOTED DRAWING BY: KB -LF RVAE RES E \GE ELEG MTR NO. 22733016; PSEG ___It 'li• _ - •1/I Ill. j © OGT 1173, INSTALLED - .,� 30 SMITH ROAD EXTERIOR' — .°' PEGON I G, NY 111158 SHOWER SINK _ 51NK � I I -4 I _6„ 5INK EXISTING I—STORY FRAME COTTAGE JO MACHINIST ARCHITECT FIN. INTERIOR WINDOW :FA _ • NO WORK 1 -I 1„ — `® SO2 Piermont Ave., Piermont NY 10968 (212) 355-7171 SHOWER GLASS NOTE: \ 0 ALL SHOWER GLASS SHALL G('_'7” , " -7I_5II BE TEMP / SAFETY GLASS �- Ir1= /ir7/////A 4 _p WIN 0 --'''= i r i - 10.0 WINDOW I�_8�� i_ Irklif II ■ GSHOWER F- - 1" •'l If�. �tl llII N w 4 Q� ��nl �_`— $ ( X �- O OctIt M.3 - .1-2" v BATH , _ NEW POCKET DR - 32X68 = C. TILE --- FLAT GLG HT= " . CATHEDRAL CLG W/ 3'_2" ry — F+ (4)2X6 COLLAR TIE. i' NEW 2X4@16 OG W/ 1/2 i - I f, 28" CTR 54" GTRI a P 0 ROOF ABOVE P BD INT. LS, TYP. liG7 1'I AB'R r — MBR LIBRARY GENERALNOTES 2 1'�t� , /�� WOOD FLOORING % WOOD FLOORING c 1 �� CATHEDRAL GLG CATHEDRAL GLG I8 D TO REMAINI. REMOVE . TEMP BALL EX. ROOF STRUCTURE. .- c**Z 1 NEW PR FRENCH DRS- / NEW PR FRENCH DR5 WINDOW I NEW N O WINDOW 21_1 - 56"X 68 4 -10 2111I -- 56 X 68 I EXISTING OPG WALLS AND G2. REMOVE LL ILINGS.IOR GYPSUMVERFY EX.BRAMIINGOARD IINTEGRITY. - -1 �;� 3. REMOVE ALL FLAT GEIILINGS AND GLG FRAMING. FIN. INTERIOR 10 so 0 _ 114 4. SISTER NEW 2X8 ROOF FRAMING TO EXISTING ����������_� FRAMING; IN;Al:A,LL NEW 3X5@32"DC COLLAR TIES ir--:-.— EXISTING DP'NEN NINDON I ELF ABOVE GL d- BHEA-ABOVE @ I10"AFF. URE TO MALLS W/HURRICANE H3 TIES. ( " AFF t�Y % CABINETRY CV ATTACH TODGE BM Wf LRU28 HANGERS, BYSIMPSON. iIG. SOFFI •Bo 5. INSTALL W BLOWN-IN FOAM INSULATION AT ALL -- - 5OFFI ABOV:Ai � :4 A° - EXTERIOR CTIES, WALLS, ROOF/GLG, FLOOR. -'"- EXI5T'G �, , „ SPRAY-FOAIGYNENE #CLASSIC-PLUS, R=4.0/INCH�� 4 _�„ //FIREPLACE4 -� PER NYS REENTIAL AND EXISTING BLDG CODES:MINIMUMALABLE = R VALUE 3.0 PER INCH. NEW WINDOW IN - CLEAN EXIST FLUE; INSERT NEN 77' NEW HINDOW IN 5.5" EXT WALL = R-I41 VALUE EXISTING OPG STL STL FLUE LINER; POINT EXT. OPG7 5" ROOF = R-30 VALUE ® MASONRY ON CHIMNEY dXISTING 7.5" FLOOR/CRAWL = R-30 VALUE 6. NEW GYPSUM BOARD TO BE 1/2" THICK, INSTALL . ® DUROCK AT ALL NET AREAS (SHOWER, BATHTUB) GREENBOARD IN ALL BATHROOMS AND KIT. BACKSPLASH. 7. ALL HALLS OVER 8 FT TALL SHALL HAVE MID BRIDGING. EXISTING SOLID HOOD DOORS 8. EXTERIOR CEDAR SHAKES SIDING TO REMAIN; PATCH AND REPAIR AT ALL DISTURBED AREAS AND DAMAGED AREAS. - ---------- TO REMAIN- INSERT GLAZED LITE REF. ELEVATIONS NEW WINDOW AND DOOR TRIM TO MATCH EXISTING. DN DN 1. ALL NEW WINDOWS ARE ARCHITECTURAL A-SERIES, BY ANDERSEN 2R 2R LOW-E4, INSULATED GLAZING, U-VALUE 0.21 OR BETTER; IN TYPES EXISTING MASONRY GREAT RM _ EXISTING MASONRY AS SHOWN ON DRAWINGS„ INCLUDING AWNING, CASEMENT, DOUBLE-HUNG LANDING AND STEPS WOOD FLOORING \I LANDING AND STEPS FIXED, AND FRENCH DOOR INSWING. CATHEDRAL GLG TO REMAIN TO REMAIN 10. MECHANICAL SYSTEM: LP GAS DIRECT-VENT CONDENSING BOILER, #NCB-180. BY NAVIEN FOR DOMESTIC HOT WATER AND HEATING HATER; TRANE XRI5 AC SYSTEM ((SEER 14.5) WITH HORIZONTAL AIR HANDLER 21 LOCATED IN CRAWL SPACE. ALL DUCTWORK LOCATED IN GRAWL SPACE. EW WINDOW IN PROVIDE REQUIRED FRESH AIR TO SYSTEM AND A HEAT-RECOVERY 111 EXISTING OPG EXHAUST SYSTEM FOR THE GRAWL SPACE AS REO'D PER CODE. NEW WINDOW IN® O II. PROVIDE AND INSTALL PANASONIC WHISPER SERIES EXHAUST FANS EXISTING OPG r KITCHEN " IN EACH BATHROOM, EXHAUST THROUGH ROOF; SIZE PER BATHROOM. 6 --1 10 -10 1 1-2 REF 50" GAS RANGE SINK 0 0 O I WASHE- l DW 0 0 41) //// %/////f1////////////////////1/////////////////// NEW WINDOW IN O- EXISTING I ,DRYER NEW ' /2" DRYER VENT @ FLR 1' 2" % GYP BD INT. HALLS,ITP. I re' = TO ROOF ABOVE _.; 2 08. 08. 14 ISSUED FOR DOB PERMIT QD0 Q`�, / / 13- �I NEW WI DOW IN I C . 15. 14 ISSUED FOR REVIEW CA 32"X60 0, _ 8 w/ % & BR I EXISTI G OPG © 1 ^ SND�MOUNR Mj, RIMMED OP HOOD FLOORING O2 - ISSUES AND REVISIONS: cv�'. CATHEDRAL GLG T iii # iiii'EWPKTDRS // _ — I �' ' • TH 1 ;0"X68" 5D GO .. 0 %I1- A 6,--r 4 -4 o N O ff," 5,-6" 21-5" —_, CARPORTC. 3 Q~, CLGI HET-85" Pi III ,,,,,-2xALL ,�, 7-----L 0 0 R FLA\ G HT-10"PONS I.. CABINETRY 111Eli cl � . m = eiaDI m ANN; Mi N Timor ij• '� WO I 1'• .'f CONSTRUCTION PLAN NEW GONG. FILLED 2 Q' M -t 4'-8° .- _ ©. NEW CONC. FOOTINGS SONOTUBES X 36" DEEP NEW MASONRY O AND CMU FNDTN WALL WITH ���.��ERfD,q ���°/ THIS AREA ONLY (REF FNDTN) STEP INC AND m 5 FT GRAWL SPACE BELOW .••,`4�G`t• �cgCy/ �0 ELEG MTR NO. DN 2R - *, N- , s WINDOW RISER=7" O *0 A. • �� --/,._H" WINDOW c * - a s 51131204; PSEG ! ° \ z r- 1 x : 1180 INSTALLED 3 —q 6,—In `1_ DOOR -j _11 5,..e, / ,cf > >a 6�_.i�� 41 411 10 _5 23:_4( riff.5, GO , STT'UGT I ON SET RST = COR _ CO\ST,CT Q\ c,A\ JOB NO.: DWG. NO. SCALE I/L" 9 11-0" _Q 40� N DATE: `� 06. 00. 14 -.Nil too, SCALE: AS NOTED , DRAWING BY: KB -LF MOTORIZED AWNING (TYP. NEW TRIM AND FACIA R IVAT..___ ___:_....= FOR 4) AT ALL DORMERS L-1 RE-POINTING BRICK ..____- — R G CHIMNEY 4', .. 30 SMITH ROAD 1� _ \ PEGON I G NY I I cis& / I \�/ \ UM / \A IN ® \ NEW TRIM AT WINDOWS AND _ J / / ' ' --- DOORS TO MATCH EXISTING; JO MACHINIST - CLEAR SELECT CEDAR (NO A R C H I T E C T KNOTS); TYPICAL I N \\ 0502 Piermont Ave, Piermont NY 10968 (212) 355.7171 N GLA5S/WOOD DOOR EXISTING CEDAR SHAKE SIDING W/Y4" BEVEL TO REMAIN; PATCH AND REPAIR AT NEW WINDOWS/DOORS AND DAMAGED SIDING. REPAINT ALL SIDING AND TRIM.; TYPICAL NORTH ELEVATION SCALE: I/4"= I '-0" NEN TRIM AND FACIA REPAIR ROOFING AS AT ALL DORMERS REQUIRED AND REPLACE RE-POINTING BRICK _ �L I DAMAGED TRIM CHIMNEY \� Zii/. . IIIIIMIIMM MEM ilia AI - is /S \ - /4' — , _ / /\ i _ I III I I _ / NEW TF'•IM AT WINDOWS AND � — ' / \ I \ / \ _ - DOORS TO MATCH EXISTING; — N _ CLEAR SELECT CEDAR (NO – --1 I N KNOTS.); TYPICAL - 14 G 12– – I -n ® / n z ' X I i EXISTING CEDAR SHAKE SIDING GLASS/WOOD DOOR TO REMAIN; PATCH AND REPAIR W/Y4" BEVEL AT NEW WINDOWS/DOORS AND DAMAGED SIDING. REPAINT ALL SIDING AND TRIM.; TYPICAL SOUTH ELEVATION SCALE: 1/4"= 11-0" 2 Os.. 6,k..144 853ni:1tt1 r da;,VEMIINDOW5 LEGEND I 06. 15. 14 ISSUED FOR REVIEW 1 ISSUES AND REVISIONS: ELEVATO \S r- ___. GONSUGTLAN 04 _ -"114111---_,, . NEW TRIM AT WINDOWS AND -----�' (7 - cALRDOORS TO MATCH EXISTING; � ,o �y � I N CLEAR SELECT CEDAR (NO 0 (•: =OO \ - KNOTS); TYPICAL I �y • � t: �4 C8? , _ L--1 _....„_._..[±:L--, 4 G• STR GTI ON SET EXISTING CEDAR SHAKE SIDING EXISTING CEDAR SHAKE SIDING TO REMAIN; PATCH AND REPAIR TO REMAIN; PATCH AND REPAIR AT NEW WINDOWS/DOORS AND AT NEW WINDOWS/DOORS AND ' DAMAGED SIDING. REPAINT DAMAGED SIDING. REPAINT JOB NO.: DWG. NO. ALL SIDING AND TRIM.; TYPICAL ALL SIDING AND TRIM.; TYPICAL DATE: EAST ELEVATION ICIEST ELEVATION 06. 00. 14 /3 2 SCALE: I/4"= 1 1--0" SCALE: I/4"_ 1 ._O" SCALE: AS NOTED DRAWING BY: KB —LF f FR VIt it • AT- RESE\GE EXISTING ROOF 50 SMITH ROAD EGONIG, NY IIX58 T l' - _ JO MACHINIST ARCHITECT EXISTING RIDGE uu 111..0 502 Piermont Ave., Piermont NY 10968 (212) 355.7171 PROVIDE/INSTALL NEW STAINLESS STEEL FLUE LINNER. RE-POINT BRICK CHIMNEY iiirliMilk- T Allin Q itEllit=r z NEE N REPAIR ROOFING AS X REQUIRED AND REPLACE to DAMAGED TRIM EX' STI NO ROOF REPLACE EXISTING WINDOW WITH NEW EEL MOTORIZED AWNING (TVP. FOR 4) Ellir _ PROVIDE NEW TRIM AND MOLDING AT ALL DORMERS EX. RIDGE BEAM TO REMAIN. SISTER ,(2 SLOPE "i(2 SLOPE NEW 2X8 RAFTERS t 401,1%.• TO EX. FRAMING 12 41,1'.... PROVIDE NEW 8�. 4:1NEW 3X5 COLLAR INSULATION AND ''%;2, TIES ® 52" NOM OC +A GYP. BD ON WALLS :4i •" AND ROOF i•� i� �R�• ••�%jC. :�:�� 414:e. 7 _N • • NEW HEADER AT •� �3`• NEW WINDOW •4, LOCATIONS WINDOW T HEAD in Ity +, 2 08. 08. 14 ISSUED FOR DOB PERMIT /11 EXISTIING WINDOW 9�" I O . 15. 14 ISSUED FOR REVIEW EXTERIOR STUD EXISTING I WALL TO BE �` FIREPLACE TO = SILL L _ REPAIRED AS % REMAIN. I: NEEDED. E.' FLOOR ISSUES AND REVISIONS: %ii••••.•••••••••••••••�ii • •ii• ����• w�t����Iy CARPORT = X I EXIST'G FL. JOIST - LEVEL 4�:��_�n,�,, dl ` GRADE FRAMING (AS POSSIBLE) ® 4 a . 41• n-I Win. '♦ in :r- F,AN A\D , s::y::;,::: .�:.SyS• i:•:::: h:!:!:_h:{:2::,:::::::::;:.:. ..,::::Wit�:::�:� ��::: ::.::x l -Ti:AI- NEW CMU FOUNDATION WALL 0 , ,4� i?'� -� 4��� •••••• ti�� I:l�t������ r,���.� (W/2 I NSULN BD ON EXT.) ����r,•:51���2i6 if� �.d� -I�r FSG 4_i.1��Ire.}j�:..� II RAT SLAB; 2" THK GONG. AND GONG. FOOTING AND ON VAPOR BARRIER ON 3° STRUCTURAL ENHANCEMENTS, C./ OSS SE C T I ON PERINATE INSULN BD ON TO LEVEL UP AND SISTER GRAVEL. .,1,.. EXISTING FLOOR SYSTEMS. OP3 ' ;I' le— N GON '0 .>0- *PLAN ROOF FLAN .esili%_ GROSS SECTION .� j ��_ I I— I I I ` N I I— I I I ''////��R'E 31 A��OE��,`` SCALE: I/4"— I —O "A"F SCALE: I/4 — I —0 / ,,,,,,,,,,,o G 5T"UGTION SET JOB NO.: DWG. NO. DATE: 06. 00. 14 4, 3 SCALE: A5 NOTED DRAWING BY: KB -LE 9R VATE RESE \GE ... i. , imilh v , EN E. I ■1■ ■1■ • I ��� 111 Ill IIIIII 1 rill 11 IMIIIIIMIIIMIIIMM ---. rm .��M , =I•�I•�A�.1��1•. ��_, I MI ��II�1 ...i MIMI IIIIIIMMIN . I=. IMAINIIIIINI .I.. MIN 11111M111� - 30 SMITH ROAD FGONIGNY 11 8 ir 154 I________• I ��11MIIIIIIIIIIIIMIIIMINIII— _I 1.. IMINIIMMIIIIIIIMINIIIK III -011111=M11111111111111111 un ����mu •-- - - �saLaajojt_ .� �; POCKET DR � JO MACHINIST ARCHITECT BATH #I M. BATH M. BAT— 502 Piermont Ave., Piermont NY 10968 (212) 355.7171 .� //I\ / � / GYP.BD. \ BD GYP.BD. GYP. . I GYP. BD. I GYP.$D. 0 / SHELF SHELF \ Z---GYP.BD. / 17-'-,--7' ' SHELF TILE FRAME \\I / STAINLESS STEEL HOODrrwaill_ \ \ ' �� i ` `J��:� ��1r------ ___ i--- 7 c 11111H1111'iIIIIIIJIII-IlllllflIIIfIIIIIfIILI �� T NO*XXXXXX3011 h... II !I 1 1 I�� ,' /) /I'' �Ir- , '� ) 1111 7/ 11m . w w ' �d11 IA � I I I b uumm�mnn ❑ III g 'f oo_oo 00 _ \I 11I ASII11J1111111$.1— [ONING I I FRN;" DR GL.V GL. FREN rR I I 1 I I 1 I 1 I I I - KITCHEN 1 VANITY- OPEN BELOW GREAT ROOM GREAT ROOM _1 BRARY M. BR M. BATH yj, ® I , $ 0 0 a OPEN OPEN ® L!1:i Lt ABOVE. 7 ABOVE. jS%ri L.m) - E,-..'"7.W.''''7'6=ASS N__ __ __ f / 1 / \ < — > -- ' -7 I-1-I 77 7 / / II1 1 I I e1' I ; 7' I 1111111111111 11 " 11 11 . � ff N / / 1 I I II IIIIIIIIIII1 II1 \ / 1> 1 1 1 1 1 1 111111111 � M <I ikI111111111 11111111111111111I 7 \ \ / > MIEN MEN a 7= - �a �1, DIN REFRIGERATOR / • S, / MO STAIN-ESS sa / LI N GL / ► 1 1 I I IIIL. POCKET DR ��1 GL. /EAST DR p 11 I 1 I 1 I I t I ' I ' i POCKET D, 1 5 UT i R GL. BR #1 -A__ BATH #1 <I TC EN GREAT ROOM M. IFEE7ROOM 1 `�. EAT— `� . ER L I�R RY 2 p . .�r.•11• 1;'*,e 4ZD;Ar114 1�7 C1WbiY�l'nTIONS - IN PROGRESS I O . 15. 14 % � rr ISSUED F 0RFmOER q 6RRCE VoIElW ISSUES AND REVISIONS: L LA55 1 7gp INTERIORELEVATIONS 1 Immo 1 ® Z ■ ■■ ■■■ J = _ ] OPEN Z- OPEN ABOVE. SHELF OPEN ABOVE. ■ ■ ABOVE. --- -� �-A OPEN / ABOVE. L OPEN ABOVE. ---1 CONSTRUCTION ELAN HtL — — sus/\us �e a. !i ,4riNQ 111II \ IA lll er •� � ( 6. 1 I I 1111 + � � • ++ @ MAC r ` 4 NlriZ■■■\ I !''' 0 1 MEI � , A. rSy ` • i �. I / 1 1 l I l I I I I I / . 1 I I I I 7 I II • r . p %.+\ NTH DR J/ NORTH DR _ o �i — rOGKET DF1 II 11I1I 1 1i I 1 F--- , GO\ISTR - GT I ON SET LIBRARY GREAT ROOM <ITO-EN SR #I GREAT ROOM KITCHEN HALL BATH #1 - ALL ER #I JOB NO.: DWG. NO. PATE: 06. 00. 14 INTERIOR ELEVATIONS SCALE: E.AS NOTED . SCALE: 1/4"- 11_011 DRAWING EY: KB -LF FRH/ATE RESE \CE ELEG MTR NO. 2273016; PSES OGT 1c115, INSTALLED _6, �� �� 30 SMITH ROAD EXTERIOR �--� S+-1O1AIER - - - FEGON I G, NY 11 158 SINK I ! SINK EXISTING I—STORY FRAME COTTAGE JO MACHINIST 12,-3„ \ - ARCHITECT 18I-0” . 502 Piermont Ave., Piermont NY 10968 (212) 355.7171 — , 'I'll 1 b7fa - ill! f I•=1.=4111..w� , AI / h DIN. RM I \ I I—,n �E gli -6 n KITCHEN O O O O 5EDROOM #3 0 TD mom mom I / \ D EXISTING I—STORY FRAME DWELLING I STEP DN STEP DN CREST RM 1- __ J L__ b I r , j �I .l �I 5'-1" 1 a1 I .. 10'-0" BATHll 2 08.08. 14 ISSUED FOR DOB PERMIT _.)t, 0 [11 I 06. 15. 14 ISSUED FOR REVIEW L • 5EDROO V #2 -7 5EDROOM #1 ISSUES AND REVISIONS: - /s = 1R ST LOQR p.=7:11 t.=—..1 © I 1 — "" EXISTING GONDITIONS GRPORT ELEG MTR NO. S I Sg204; PSES ������•tERED Ap 10 c� 1°00 INSTALLED 4.x' 4'' A.MAC R4, ec.1 inN2 # �° , 1-,"'s„ 23 -4 .�. 7 —C * '�� O 4/(1.EO146 1 �4 / RS ',OCR CLAN _ EX 5_ NS GQ \O T O \S GO STIR TION SET SCALE: 1/4" s 1'-0" JOB NO.: DNS. NO. DATE: 06. 00. 14 SCALE: Ex• i A5 NOTED DRAINS BY: KB —LF R VAST' I I RES \CKt.--(---- e- -.''' E ,,,,N 30 SMITH ROAD - 'EGON I G , NY 110155 JO MACHINIST ARCHITECT - - _ 502 Piermont Ave., Piermont NY 10968 (212) 355.7171 NORTH ELEVATIONS SCALE: V4':1'-0' 1 1 ,N ,Aliii\ ANN 1 z \ A SOUTH ELEVATION SCALE: V4':I1-0" 2 O . 06. 14 ISSUED FOR DOB PERMIT I O . 15. 14 ISSUED FOR REVIEW L J ISSUES AND REVISIONS: ELEVATIONS EXISTINS GON1�ITIONS 177'' . 11111MIINN.IMI .MMInillIM III I ,�‘‘‘G`S. ERED ARC 1*.�.pooiiIllrll. - 111°M.161111111461 - ■ ■ ■ ■ ■ _ Q ,MAC �i ZIMMO - ■ ■ - — * �C A'' ""' Asa . `i Ni ,��'i FTHe STAN `�``,��• 111 mini I ilall— GOCST 7 JOB NO.: DWG. NO. EAST ELEVATION REST ELEVATION DATE: %ALE: 1/41:11-0' SCALE: V4':I'-0' 06. 00. 14 E • 2 SCALE: AS NOTED DRAWING BY: KS -LF I R VAT' RES E \CE 30 SMITH ROAD ` FEGON I G, NY I I cI58 immommummimissimiJO MACHINIST MEN iii ARCHITECT SO2Piermont Ave. t 11.11111(11 Piermoa NY 10968 (212) 355.7171 NORTH ELEVATIONS SOUTH ELEVATION SCALE: V4':I'-0' SCALE: V4':I'-0" • • EAST ELEVATION SCALE:V4':I'-0' 2 08. 08. 14 ISSUED FOR DOB PERMIT I 06. 15. 14 ISSUED FOR REVIEW ISSUES AND REVISIONS: ELEVAT I ONS (COTTAGE) EXISTING ".4QN7TIONS ,``� GS�ERED AlpCy�r• .MAC,, os zN I,] Ii CONS RU• TION SET JOB NO.: DWG. NO. WEST ELEVATION DATE: 06. 00. 14 SCALE: V4':I'-0' Ex• 3 SCALE: A5 NOTED DRAWING BY: KB -LF REVISIONS: • r i I i I I . I I I I I I EXISTING 1—STORY FRAME COTTAGE 12'-3" I I �/ ;" 5'-81/2" 5'-81/2" I I O WORK 18'-3" I I —1 T 0-1'- — I— I I -_7 1 1 C == 1 : -I _ (3j 2X8 ACQ GIRDER; - (3;2X8 ACQ GIRDER _- /I , 4'—O" 14'—3" L Z z a10"DIA.CONC.PIER I 8x16 ENT 1 J � a W/24"X24"X12" \ /// ////// ///////K///// BELOW GRADE(TYP.) III / O F� III / I I \ j 8'-51/2" 8'-51/2" // d � in I jr,,,,M1 o / III Wce III / -co Q / III V / O III rT O / III < - / r 7l 4-1 (3)2X8 ACQ GIRDER (3)2X8 ACQ GIRDER / III G^ / w n1 Y III I- W -.. a I — — — .i O 1 — — — i— / 'ASSUMED EX.FJ DIRECTION !:i x z V� )--- 1 _ --� 1 _ -- 1 1 /111 ' W 0 III - �p I""1 5'-7" 5'-7" '/ 111 O III v �/ I // III r=4 12'-0" I / - III--' III / III i- 111 , f. ' II ♦ / / X co / 7'-11"4r---In-- / / I / / 1111 / Ilii / \ .d 4 °, 1?' .d 4-`r: v .4, • 'c v " / D / 00 ,pv -p . ,p b. .p - / / • v d v O 'D O O / cV '. -o4.v°p' .o .40 . 'p� .4a I / / VERIFY EXISTING FOUNDATION IN FIELD ::: / / AND REPLACE-AS-REQUIRED(1TYP)---1141 ' / / SIZE TO BE VERIFIED IN FIELD AND III ADJUSTED AS REQUIRED. 111 / 111 -IMF-, / / 4.1 r I11 / 111 / 111 III \ / ). 11/ III / (V/LI) O r III 'N / !111 W / El Z II/ III 0 Z O IIIA / ZF. 1 CD �-I U lit ii c >- Q c < I / 111 J - / \ - a 2 W W OCo i0 / ::: � ° zoC4 H O n" / / I M 12 N ,i i O' orn / Ip � O XC1 / III a xK)/L1J O LU/ I 111 / III / / II Pli III III \ / / - 111 / LL / 1 r J- ` n, REPLACE EXISTING LOCUST POSTS8"X16" / / 8 X16"CONC.BLK.PIER w/ III / 2X6 ACQ SILL PLATE 24X32"X12 CONC.FTG. n, WITH 8"CONC.BLOCK WALL, " " DAMPROOFED PER NYS CODE, #5 REBAR©8"OC EACH WAY ::: / COP-R-TEX TERMITE SHIELD 14. ON 16"X8"CONC.FTG.w/ 111 5/8" dia. ANCHOR BOLTS co N (2)#5 REBAR(TYPICAL) ill / FOAM SILL SEAL / ;n / w/ 3X3 SQ. WASHERS, NUTS0. m a, �, / ::: I / GRADE _ 72" x III @ OC (TYPICAL) o IA �, III / PO z III p' • w -- III /ASSUMED EX.FJ DIRECTION / — 8" CONC. BLK. WALL -6cvl Z v 4. 5'-1" o 7 '--"'--' / — DAMPPROOF EXT. 00 '/ III _ ' : : ♦ / 36" N x X///)//r 111 / .� M E �, u .) _-/ I n'-_. / min. \ 2CoNC. SB (3, v III / F- a a o W LL 1 111 W ,zy, D D �' : I-�-� 8" , A . 4:� P., ::: V - X / ,Q , III in / m 111 I 1'I f1 Lon Owl CONC. FTG. H I 111 / LL ::: x / 16" (2) #5 REBAR W / o l III / o ,y, III M E.., / � III •= / I III ^ V / � 1 III .M... / � F"y Q I ,l, / III / O III / hll-1 ' / cillT4\ ///////A///////(//// /////// //// ♦ ♦ "� e • • e &NI 4t,1 C ' 'A TJ�1X11YlASONR`(,.p p STOOP(T`l.P:)> _ I ae a tee a o, Q' e d "e Q �'e 'A 4m b•Q.} \ V 7,-5" 4'-8" 11'-3" 0 cn 23'-4" , .Y FOUNDATION PLAN ,, ::4''' : _ ,�,I•.xs � r y`el"' 9� p:' a ,, 4, SCALE: 1/4" = 1' j'Ig''• *, �' , 4%,A • .11•''.(-;:,`i/1%:' ,',7,/"Vs. .� 1" '�.•► �.`,•^':;;;,1+:;k7'-,-4:. .,,. *. 'i& '°°"; " DRAWN: MH/MS i. •: "i`' SCALE: 1/4"=1'-0" �'�;" JOB#: N5, '1"'� ;�r, r. ,!!' August 12,2014 SHEET NUMBER: — 1 REVISIONS: ELEC MTR NO. 22133016; PSEG �}�, OCT 1913, INSTALLED !T , l H T1 XT IO L0 E ER S!-LOWER SINK _ '6f SINK EXISTING 1-STORY FRAME COTTAGE 9'-4" ....61, FIN. INTERIOR l _ fI 1111 — NO WORK a E U111�lDOW 61-40WER GLASS NOTE: 17 ALL SHOWER GLASS SHAD 9 -7 11 " -11_511 2X4 HD BE TEMP / SAFETY GLASS / EWINDOW E WINDOU. . ,, I- er I TLT „, ,, • i. SHOWER 4 i - 2I I l i N 111 co i (2) 2X HDR ( - -.c O m 's �n�� �r 1 r •I I II 1 11 , ,1_,c1_ ' Lo = la ill, 3 -) 6 -2 2 — i \ / �,�_ vii o ' M. 8,,4T1..1 0 th • = NEW POCKET DR - 32X68 z a N N C. TILE n O t� FL, CLG 1-1T=96" / __ 0 I A H RAL CLG WI3',_211,0,- - / __ z -. ,I c T EDN .I I. /� r-1 U _ (4)2X6 COLLAR TIES' N 2X4616 OC W/ 1/2 / U � I 28" CTR 34" CTR T-r1 �� SBD INT. WALLS, TY II ` SINiG L.CL A8 R TO Rd�F ABOVE / `� . 0---cl•aaiiira ♦�~ a�ifii�iifi� WO �FLOORING / wo�> oo N GENERAL NOTES w o (2) 2 HD CATHEDRAL CLG /.. CATHEDRAL CLG o 18 ICATED TO REMAIN.ALL1, REMOVE TEMP BRACE EX. ROOF S NOT ISTDRUCTURE. 1 0� 11" NEW PR FRENCH Di-B- NEW PR FRENCH DRS- NEW WINDOW INVENT RISER O u „ - 56"X 68" \ • - 56"X 68" EXISTING OP'G 2, REMOVE ALL INTERIOR GYPSUM BOARD ON THRU ROOF VENT RISER WINDOW II ► --1 I n I n WALLS AND CEILINGS. VERIFY EX. FRAMING INTEGRITY. ROOF LINE THRU ROOF O —� -1 - 4 -10 Y -1 4.4 3. REMOVE ALL FLAT CEILINGS AND CLG FRAMING. FIN, INTERIOR 1 Cgt 4. SISTER NEW 2X5 ROOF FRAMING TO EXISTING 1_4w��������� FRAMING: INSTALL NEW 3X532 OC COLLAR TIES 3 NEW WINDOW IN CL �GASTR” SHEL ABOVE 6 110"AFF. SECURE TO WALLS W/HURRICANE H3 TIES. EXISTING OP'G S ,ELF ABOVE=—. / I CL 87 A ATTACH TO RIDGE BM WI LRU2S HANGERS„ BYSIMPSON. 3" 8 _ AFF N CABINETRY A N` 5, INSTALL NEW BLOWN-IN FOAM INSULATION AT ALL ASov� SOFFI aov „ iiLfF1 1F/ _4 A EXTERIOR CAVITIES, WALLS, ROOF/CLG, FLOOR, 2„ 2" 2" EXIS 'G SPRAY-FOAM = ICYNENE "CLASSIC-PLUS, R=4.0/INCH �•` co4_cj" FIREI6LACE 4-8 ' PER NYS RESIDENTIAL AND EXISTING BLDG CODES: s4tH »I LAUNDRY 3.. M BATH I MINIMUM ALLOWABLE = R VALUE 3.0 PER INCH. r 1 5" KITCH NEW WINDOW IN , CLEAN EXIST LUE; INSERT NEW NEW WINDOW IN 3.5" EXT WALL = R-14.0 VALUE .5" 1.5" EXISTING OP'G OPG La"STL STL FLUE INER: POINT EXT. �. ROOF = R-30 VALUE — wNK MASONRY ON CHIMNEY dXISTING 1.5" FLOOR/CRAWL = R-30 VALUE1 ,•5; TAT 1.5' Dw 1.5" _ 6, NEW GYPSUM BOARD TO BE 1/2 THICK. INSTALL FIRST FLOOR 'S SHOWER 3 Q DUROCK AT ALL WET AREAS (SHOWER, BATHTUB) �� ,5.. W GREENBOARD IN ALL BATHROOMS AND KIT, BACKSPLASH. 1.5 a 3° 3" I. ALL WALLS OVER 8 FT TALL SHALL HAVE MID BRIDGING. Z.. F-"-• HOUSETRAP/CLEANOUT EXISTING SOLI WOOD DOOR 8. EXTERIOR CEDAR SHAKES SIDING TO REMAIN; PATCH CRAWL SPACE co 3" 3" Q TO REMAIN- INERT GLAZED LITE AND REPAIR AT ALL DISTURBED AREAS AND DAMAGED AREAS. L x U NEW WINDOWAND DOOR TRIM TO MATCH EXISTING. REF. ELEVATIONS 4 6 _.,,__PNI DN 9. ALL NEW WINDOWS ARE ARCHITECTURAL A-SERIES, BY ANDERSEN U 2R 2R LOW-E4, INSULATED GLAZING, U-VALUE 0.29 OR BETTER: IN TYPES W CARET RM EXISTING MASONRY AS SHOWN ON DRAWINGS, INCLUDING AWNING, CASEMENT, DOUBLE-HUNG, DRAIN LINE TO EXISTING SEPTIC TANK AND SEEPING PITS p p, EXISTING MASONRYM LANDING AND STEPS WOOD ooFe NG LANDING AND STEPS FIXED, AND FRENCH DOOR INSWING. TO REMAIN CATHED,RAL CLG TO REMAIN 10. MECHANICAL SYSTEM: LP GAS DIRECT-VENT CONDENSING BOILER, "NCB-180. BY NAVIEN FOR DOMESTIC HOT WATER AND HEATING WATER; TRANE XR13 AC SYSTEM (SEER 14.5) WITH HORIZONTAL AIR HANDLER NEW PLUMBING RISER DIAGRAMg21 LOCATED IN CRAWL SPACE. ALL DUCTWORK LOCATED IN CRAWL SPACE. / 3X5 COI LAR TIE@32"OC 9'-0"AFF- / EW WINDOW IN PROVIDE REQUIRED FRESH AIR TO SYSTEM AND A HEAT-RECOVERY N.T.S. EXISTING OP'G EXHAUST SYSTEM FOR THE CRAWL SPACE AS REQ'D PER CODE. A-I NEW WINDOW INO II O 11. PROVIDE AND INSTALL PANASONIC WHISPER SERIES EXHAUST FANS EXISTING OP G C+�E IN EACH BATHROOM, EXHAUST THROUGH ROOF; SIZE PER BATHROOM. (o(--iII KIT( N0 10'I l'-2" REF 1 •" .A -ANGE o i r-I N I r SZE=BOO m NO win 0 0 Q �' WASI4E- DW cV 4" +' z4"oC +• X '�ii , r 1'1 !I1 NEW WINDOW IN DRYER NN I 1 { lJ •!y_��" "EXISTING OPG IIo 0 0 0 _, , 1I rr� �f�tS���M� • t • '-2" NEW 2X4616 OC W/ 1/2 III w / , � � � 1 � 1 � � ;if --�---- 1 J 1 � 1 11 � 1 � \ 1 l � 1 ,.� DRYER VENT 6 FLR % GYP BD INT. WALLS, TYF. 1 I I I ' j I I I I I ° I O ' = 1 TO ROOF ABOVE jo f 1 , I 1 o 10 I � 1 �:• 11 � I1E �+0 Q= 1.�F I ' ( II ( I -.1-1.'- .-_ �_1 ,__ J I I J I I I I J I I 8 m3 OQ = 3S2AX60s _M% u 1 n ,\ EXSTING OP's 1 I ` , IiI I ` 1 � ( 1 1 �, ( I , ( i I , If, ( Iti u ^IpO X UNDERMOUNt ~� -1 3 —0 �R 1 RIOSTAINLE 12"0.L ,--I 41 ,., II I ( I J' `'1�� ( J' • wABH�ERs��iz°oc ° 1��I II ° i ./. I ( j �. 1 I ( ../ I ( �,iII I ( j \� a1v, cn .•, N NJ-10 TRIMMED O' % OOD FLOORING O = I 11 I1 I I wooDscxEwsw/ i i ' I ( _ 1"' 1' ' f I IA v E 'O •-,' _ CATHEDRAL CLG i I 'II I ' 12"o.c. --I -- OW/ /. \ _ Iz° I I r :�: ��� : Iz a I ( j I ( I N v % �\� _ , EI,1r1 PKT/ PRS - – j , , j 1 _A t 1 �� vv I (\v o I oJ I d 1 •• I u 9 % IN =A III 1 =0 X6y II 1` vco -O \ ' I o I 1 I I ( I 3/+"APA PLYWOOD 0 /, V (o --r 4 4 `/ ; "i1 . II II 1 1, I , I I \ III I I2-6 _ I I I / I 1/2"APA RATED SHEATHING ' I1I ' ` ` ` SHEATHINGRADE PLYWOOD —� ___ 1111• Q I ;I / ALL 'I �.- �a 6xi 2- :. 11 1 1 j ( I . I I I ! C. TILE .. , Q CLG HT-85 �. u.�• I I ALTEANATIVNE:7/16"°.59J CARPORT Z _ ;; • - HT-eo ;;; ti " ' 1 II 1 1 I I I \ 11 1 I �, I1/2'APA RATED SHEATHING -El Cn (}F�y- / VII (ALTERNATMVE:7/16"O.S.B.) I ( 11 (�_ U = ;® � 's X �'y cA=IN T-Y III I I ° I J I GRADE PLYwDDD / III I I E�-(`1 •� % CL L�a�. I ( I ( i ° �.�.�,_.��. / I ) I I / I U N I• •Iyy",� n17•, I• •1•—•11i `' ` *10 OR GALVANIZED 1 o ' I ' I 1�1 � i��i�I —1 / l- L 1 V WOOD SCREWS W, ' \ f4rn —� I� ( I ( 'I / II ( ( '14 O NEW CONC. FILLED (2) 2 DR M 4,-8" _ 2 DR NEW CONC. FOOTINGS WASHERS @IY°` I I o / II ! `\ ♦��. .. O —/ ( 3 ) /��1 I, I /n� �LI wlNDow sRLl iI ( I \(i / I �••/' ( ' �/� I (I I `� v)) SONOTUBES X 36 DEEP NEW MASONR O �/ AND CMU FNDTN WALL WITH i I I I / TYPICAL WINDOW OPENING I I I 11 THIS AREA ONLY (REF FNDTN) LANDING AN. ' 3 FT CRAWL SPACE BELOW I 1 1 I ( I i 1 iil (LESS THAN 4'-0X8'-0"OPENING ( I rl ( I ( I/ I I I I ( I F105TALNLESSSE [mil cGl STEP ( ( I i I rl_ l � I I i W/ N ELEC MIR NO. D 2R .. = . ° I1,_ 111 ) i I I • I t.� <. L• WINDOW RI ER=-I Q E WINDOW TYPICAL DOOR OPENING ( l ( ( ( wABHERs�12 0. 11111114 E4 59139204; PSEG �-.' MULTIPLE PLYWOOD ASSEMBLIES (LESS THAN 4'-0X8'-0"OPENING) 2-2x4 DF*2 STUDS CONNECTED 1980 INSTALLED 3'-9" L (0'-1" f DOOR -('_11" �J'_8" TOGETHER W75AN ESS STEEL 0 C/ 1 OR SAND NUTS 0VINIZ ED 2-0 WASH ASHE (o'_1" ,�'_4" (o" 101_1j" TYPICAL MULTIPLE OPENINGS cc i)THAN 4'-0X8'-0"OPENING) 0 231-4' WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL IA '1 AS PER TABLE 1609.1.4,N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) ^' 1,. Y6f� WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" fA%.,--_u " ,. FIRSTAND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO "' q {��{''''''�����,,,,,��,,rrrr ti . FLOOR CONSTRUCTION '� LAN COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL °"4: t' '•.,, ',,. ■�, CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. n �� ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. •fill) it i,, - 4 i IN i 11 II II HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. '1'-t16' "� >;., +ti SCALE 1/4 1 .. ;. '1',i'.. .,?--:4ZTar !Y 1 ,.. - 41'. : .. - ,sL4° y `° DRAWN: MH/MS ® y_ •c� .y r SCALE: 1/4"=l'-0" ;._, ... JOB#: August 12,2014 SHEET NUMBER: S-2 REVISIONS: • EXISTING ROOF tA z 0 z H a D. 0 u\ 0 o EXISTING RIDGE i a 1. W a n (L 00 x p N 1- tO CA a J o \ /ADD/SISTFR 7X8 RR(a.Ifi"OC/ 44 U PROVIDE/INSTALL NEW STAINLESS ~J STEEL FLUE LIMNER, W RE-POINT BRICK CHIMNEY n > < L o4 c5 Hz ILI iLLI 0 _ ROOF AREA: 1364.7 SQ. FT. / .1),fr) W w oa 7 REPAIR ROOFING AS REQUIRED AT 100% WATER RUNOFF: 228 CU. FT. M AND REPLACE DAMAGED TRIM ' PROVIDE (1) 8' DIA. X 6' DEEP DRYWELLS W EXISTING o DRYWELLS CAPACITY: 253.5 CU. FT. ROOF l7cr a,•,c •,� DRY WELLS TO BE 10 MIN. �, I- " AWAY FROM HOUSE N REPLACE EXISTING ktAitil O0 e (.• �/ o WINDOW WITH NEW +� MOTORIZED AWNING N uELi (TYP. FOR �4) :.\'!° o> < GENERAL: '-1 �" VPROVIDE NEW TRIM ANDDRYWELLSMUSTNOTBE USEDWHERETHERE INSTALLATIONWOULD CREATE A :AN'. © cnr-'�� SIGNIFIANTRISKFOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL VMOLDING AT ALL FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACEir) I.flop : , DORMERS SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. Ct \ DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION �/ _ 0.0 WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER •�.. LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. ,�� ^'y 4 ' THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH zE WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY LO U p"1 .4+ DISTRIBUTE RUNOFF INFILTRATION OVER SUBGPADE SOILS. CI\ ;-+ 8/12 SLOPE 8/12 SLOPE CONSTRUCTION: N cu FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY W /ADD/SISTER 2X8 RR 16"CIC CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL Cal / PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE (� CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION W _Ei mi 1 i \ SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY C_' TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS �1 DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON H O OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT U _ ZO AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, O USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE -41 a UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF r a 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE 00 SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY N AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND Ce DRAINAGE AREA STABILIZED. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS N �, STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND F=1 0a SEDIMENT AWAY FROM THE DRY WELL THESE DIVERSION MEASURES SHOULD NOT iBE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA ROOF P IS COMPLETED AND THE DRAINAGE AREA STABILIZED. \ STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE 1 1 = 11 COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. 111 Cl) SCALE: 1/4" PRETREATMENT: ''j AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE CARPORT FUNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF r~ RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH "d _ ! _ - CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER g`P''" 5'y PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES THAT CAN ENTER THE DRY WELL. ..2.t ,. .4,,,,$,..,, ..� t: ^ fit K h, 41.,1/4,;,, fi r.r:;','n� * _ le .;, ,. DRAWN: MH/MS ` ;' �i . $ SCALE: 1/4"=1'-0" " "'' F+,,;!,,�Y P JOB#: . August 12,2014 SHEET NUMBER: S-3 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD C ONSTRUC TION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. It �� 4-4‘. No- KING STUDS iIll 1 ' RAFTER e',p I . ° 111 ENDWALL , WALL STUD '_:'C'I 11111Nlipl,°>141111111111 10 hi CRIPPLE STUD �,� ` BOTTOM PLATE \ 4f1 111111 il RIDGE I% �� LEDGER I BATHTUB .1 40 ° HEADER DOUBLE JOIST ` SIDEWALL114 ki �� \\ 11111111 RAFTER 0 I JACK STUDS ' ` 44,A, FLOOR USP NUMBER DESCRIPTION APPLICATION lid ' I I II HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS f I 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC 466e. Aar !re Abiee WALL STUD 0' r VD THROUGH-ROOF EXHAUST W VENTS SELECTED AND ~j LOCATED BY CONTRACTORC FZ METAL STRAP ►ii ' ' f W CRICKET AT TOP-SIDE OF VENTILATION CHANNEL H•-•1 Q CHIMNEY AS REQUIRED Z RIM BOARD �, RAFTER ' RAFTERS ''' F SILL PLATE(S) - • `NALL SHEATHING , ` MAINTAIN O _ - VENTILATION WOOD JOIST :Nuh'xkl 44 W Ig O �, • '` • �` • �, , , SIDEWALL FLASHING ' IA , �` BLOC KING ` 'J H �"' FOUNDATION - TOP PLATE , ,� , BLOCKING II - - - - FINISH WALL AND MOISTURE ` 2x4 LEDGER ` ' ` I Z 111[1h. . STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC BARRIER TO LAP FLASHING \ • ''— ; 2x4 SOFFIT JOIST ' AT WALL -- MAINTAIN GAP ,� ' ATTIC SHALL BE PROVIDED WITH A mob' ,4,.... FASCIA II II O AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND �` MINIMUM NET FREE VENTILATING AREA ' FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD41 NOT LESS THAN 1/150 OF THE AREA OF ���� II GUTTER 11� i THE SPACE VENTILATED. ALL OPENINGS I WOOD GIRDER I'll, ` INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT pi II 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ' • RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD 4 1 ON ALL OPENINGS / PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" ILSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS _ / GAP TO PREVENT CAPILLARY CONNECT TO v 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE B LOC KING BETWEEN JOISTS THAT ARE SPICED AND ON ALL OPENINGS �„ ACTION INSTALL 4'O" O.C. • CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" ILSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS • 8" - 12" RAFTER RT20 21-1/8" x 2Oga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,• � KEEP ROOFING NAILS OUT / , •' OF FLASHING 2ND. FLOOR WALL • c r AAP' �,'� ROOFING LAPS BASE �. FLASHING 4 INCHES RAFTER 0 Al w v. . . E Fv BASE FLASHING WRAPS CORNERS, r RIDGE C AP MATERIAL AS ROOF FING n minuomor s • EXTENDS UNDER SHINGLES ATF--1 % > .,., ' SIDES 4 INCHES AND LAPS NAILED TO SHEATHING I SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT `, 0 ' WOOD JOIST II, 4 x U ® ; TOP PLATE ,7°Pfr"... GIRDER/HEADER D11,011II v1 (� -� -� SIDE WALL FLASHING �� % ' O a 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC \� 41 WOOD JOIST �► II AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD ' --FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES AS TO FORM DDRAINNAAGVIE HEMMED EDGES SO E CHANNELS AND RAFTERS // INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS ICONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. 4`1INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 'i6ga. STRAP AND JACK STUDS OONFORM TO SLOPE CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE \��\ \\\\ �O� :1-71 TERMITE SHIELD SUBFLOORm E ..\..., SILL GASKET \\\\�\\\\\�\\� \ WOOD JOISTSc:NO \ \\\\\\\�\\\� , NEOPRENE - -^� o m v CONC. SLAB �/ `�\\\\\\\\\\\• GASKET ` 2x6 /2x8 CONTINUOUS WOOD PLATE Pa 0, v O fg TYP. CONC. FOUNDATION[ ( 6 MIL. POLY \\� V DAMPPROOF EXTERIOR: V GRANULAR FILL I \\ 6MIL POLY ON EXTERIOR: ° \\\ - BOLTED TO STEEL BEAM WITH O X O e v • STEEL COLUMN / �'p ry . ' ,%.�, 1/2 " DIA. BOLTS 48" o.c. STAG. 73 'p i ° • 4 v° 4 ., D• D ROOF JACK \ O C ONC. SLAB r ° 1 k / I II--------- ------ %% STEEL BEAM ate'+ e i ._ O . E, D •.. I'1• .1 �.Aa�..�l.. " 'i. r, e A ;:w:•:.�,..•... •.;�; �,;• \, ANCHOR BOLT EMBEDMENT: V e COMPACT FILL - ::,•`- I „o a •-•.:-0,40...g.N.' �,,�_�� r.; `•;• r POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL .,•:�_ ,.,• D BUOCK WALL: 15" `. TOP AND BOTTOM PLATE Ln U m I~ 'p M ROOFING LAPS o D V /� •a • 4 a • � p r ^ SIDES FLASHINGANATOP *�, WITH 1/2" x 6" ANCHOR BOLT N v v KEYWAY FOOTING CONC11111111P . FTG. ' 'p , Q'4 . G D USE W1TH 3x3 SQUARE WASHERS �` 1/2" GROUT40 W � r ° O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) Il e ......,.._..-•=s; ` I I I 3" STEEL COLUMN 1 c 1; p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLTI I DRAIN TILE �� ► , . ANCHOR BOLT CONNECTION ( 10 KIPS ) SUPPORTING MAXIMUM SPACING FLASHING LAPS � - SILL PLATE TO FOUNDATION ROOFING AT BOTTOM (C RAWL SPACE OR FOUNDATION) 1 STORY 72" OC 1H SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL 2 TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC H WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) STEEL / BOTTOM BEARING Q, WALL BOTTOM PLATE TO FOUNDATION0 1-2 STORIES 57" OC r., (SLAB-ON-GRADE) _ ROOF JACKS & VENTS DETAIL O 4E1 1.1 I SUB FLOOR '"4CONC. SLAB t I/ DOOR FRAME �_ 6X6 10/10 WWM 40 GARAGE O [mill N JOIST COMPACT FILL I DOOR USE 2X8 STEEL BEAM 01116.4 FOR BLOC KOUT .1411 4" SLAB i -- P.T. PLATE W/ 6X6 WMM v M I I s • 101111SLOPE U 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ,Addll1111P, iiild - ' 1/2" AIR SPACE < I <� ° ° ° —�• (WITH A NAILING PLATE IF NEEDED) �4• �• • d' p A A• .. o1/2" '�' AT END AND A• ,°�- 1/ " A • ea e ° STOEEB BEAMOTO ALLOW FORGHER THAN SHRINKAGE Q r.''' s: : SES OF WOOD '�=•��� n a « z Me r �, BEAMS • • I— I , ° ° c. ..•ItI , �s�■0_ (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) G ADE e 0 e 10 �' , +•• �' 1'° 6X6 W.W.M. ,e - - s - - �•e - a e D ► II. I I-III-1111 4 D D o r �:;.. 11-11-1 11-11 E 11 E • 12" % r • e, 4 4 4 e _I 1 ' p A O ° HIT SUB FLOOR �,a„rs-.e.„. ' •.-* n ,'D D D • o•�•. /1., ir —4�NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM e — 11-1 r .1111 MIN. s,. d ,e C. A ,,0117• ^ �'p �'p ° �i= D •D A ^ D yri ;�i:.;�,x, 4 A ■ . .,. NOTCH EQUALS 1/4 DEPTH OF BEAM A e.D 1 . A I I-I I e � ■ 1t� 4 fir..- REINFORCING BAR , -I Io I� 'I JOIST �,,� '1k — * D ■ REINFORCING BAR °e e - .i °. D s"; ay,,. fr DRAIN TILE • L®—� «. r �'�... ■ _ ° ��'/� Oe Oe e II v STEEL BEAM t`..• r•r �`' �«r;;' � "A •° s e SHEET METAL / 30# FELT UNDER BEAM AT POINT I ,"++" ,4 � f�'�' 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK 11.- iii=lTl_ITCI =FL...Ilm ' y� y” A x „cf.:. e 0 PLATE BOLTED TO B '' .',-7,4 r ' e• 3" ( r.: ',- h� „k ° SHIMS TO LEVEL BEAM > 11111 � � TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " x,11" REINFORCE FOOTING WITH (2) #4 REINFORC ING BARS. !\ " v" .� ,' ' DRAWN: MH/MS ,:`:°BY..,: �"^1: 3' MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT • ' 4;:5,~ "A' �"�` ��. SCALE: 1/4"=1'-0" +` , ?4i., I,ie JOB#: BEAM POCKET •.4' �''°" ••'' v "~ �.it ` August 12,2014 ':•;:,.(.."4,.....-;7"•• SHEET NUMBER: S imi 4 I REVISIONS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generallyacceptedgood buildingpractice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST p p PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL CURRENT SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM- SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 _ 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS (ANY DIRECTION) 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL H anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION Z 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE 0 0 INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACEO - or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE r::P PP STUD O.C. NAIL S m.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and Y HEADER TO 16" O.C. FACE FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel 16d COMMONEE FLOOR PLANS w such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL (SMOKE (Sc.CO2 DETECTORS) ® Z in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION _ ►-- p 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES:Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD MPH CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL (MPH) 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 4 - 8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAILSHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMONEND NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: o Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) H to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6" maximum lifts (layers). -- F--1 along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. P4 Li' DECK AND COVERED PORCH NOTES. ON LEDGER PER TOE : TO BEAM 3 - 8d COMMON ,01ST NAIL NOTES H o 7). Dampproof exterior of foundation with bituminous coating as required by current N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. W v) IU the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL oa 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, �'' 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 4 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: - 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For P-1 below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC _ WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES o 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION N c' E Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m ° o where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. rn NOTE: 2 FOR PANEL FIELD GYPSUM 7" O.C. EDGE X ,I, 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS 412 Bearingwall headers to have (2) jack studs and (2) full length studs on each side of all - WALLBOARD 10" O.0 O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 a' rn co 0 g 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: O x o �' w2ay - openings. Bearing wall window sills. shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES y t openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL o Lo . to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 65n ., and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 , 5). All flush beams/headers to be installed with heavydutygalvinized hangers and ) YP 8d COMMON 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall ± 5 t .� g PANELS WFCM - SBC1-4 anchors where applicable to all connecting joists. PLUMBING NOTES be used. Lr) U m 7/16" OSB 3" O.C. EDGE `� .� 6d COMMON N E a, 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLERS on plans. 10" O.0 . FIELD 3 . For exteriorpanel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ) other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL Emigli W provide adequate bracingandplates toprotect and secure the structure. Verifywith the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. E� 8). Dormers running up roof rafters are to be supported by double rafters on either side q QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Cwhere applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. () 8d COMMON HVAC SYSTEM NOTES 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists 1" OR LESS 12" O.C. FIELD cn O under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTESas required by current NYS Residential Code-FIREBLOCKING REQUIRED : Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) c114 cncn requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. FINIMill 043 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. N needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. Oilmili 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing U Contractor and owner for final review and approval. is nailed 3" on-center at the panel .edge to obtain higher U.NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. �.� adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. i'''' '''i".,µ''=` `'," ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. � � members,the tabulated number of nails shall be permitted t'd"i'.ar',;,,a"4r¢ '.►II - 3 .DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5 .For the fireblockin of chimneys and fireplaces,as required bycurrent N.Y.S.Residential Code. m. w to have regular 1/2" sheetrock. All walls to be taped and finished. ) ) g v p q �f:��•:�� �P���: �� g P to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR.IS COMPLETE. :c $Zoi. , ''� ► li 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current i,tt, ,gib '4 ; ,rt, 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. ,- approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 41% . ; a,,.i DRAWN: MH/MS 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to z' Off. SCALE: v4^=7'-0" be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. -t, w , � -,-4 Jost "' '-_ - '- r' August 12,2014 SHEET NUMBER: S -5 1