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HomeMy WebLinkAbout39976-Z 4�S�FFQI,A'404. Town of Southold 3/28/2016 a P.O.Box 1179 ` N ? 53095 Main Rd 70./ Southold,New York 11971 1 * CERTIFICATE OF OCCUPANCY No: 38177 Date: 3/28/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 560 Sterling Rd,Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-4-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/14/2015 pursuant to which Building Permit No. 39976 dated 7/30/2015 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: additions and alterations, including wood entry, to an existing one family dwelling as applied for. The certificate is issued to Drews,Robert&Drews,Marilee of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39976 2/12/2016 PLUMBERS CERTIFICATION DATED 2/17/2016 e- Whitecavage A e igna ut r'e ,ro�4iizro,r�o TOWN OF SOUTHOLD . ,y BUILDING DEPARTMENT { - TOWN CLERK'S OFFICE {oy o� SOUTHOLD, NY poi * .�a ¢ 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#: 39976 Date: 7/30/2015 Permission is hereby granted to: Drews, Robert & Drews, Marilee 560 Sterling Rd Cutchogue, NY 11935 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 560 Sterling Rd,Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-4-7 Pursuant to application dated 7/14/2015 and approved by the Building Inspector. To expire on 1/28/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $456.00 CO -ADDITION TO DWELLING $50.00 al: $506.00 ( --.., -- f-- B ding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey 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 ofelectrical installation from Board of Fire Underwriters. 4. Sworn statement&'om 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 I. 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$15.00 Date. 7/141/s- New f onstru ion: t,„/V- Old or Pre-existing�Buildin : (check one) Location of Property: 55`60 S�f/`' l LM f ter,V gW' 7L6 ' House No. Street Hamlet Owner or Owners of Property: !I ' bee4ie 5 Suffolk County Tax Map No 1000,'Section [ C�—t' Block - 0 4t Lot 7 Subdivision • - PYSS Ct?J 11f/15 Filed Map. Lot: 1 4" 6 Permit No. • Date o Permit. Applicant: Health Dept.Approvil: W Underwriters Approval: Planning Board-Approval: • Request for: Temporary Certificate Final Certificate: one) Fee Submitted:$ Iicant Sire \ 1 //_ ii. .___ 1 * SO(/lV., 0 �,�®� pF Town Hall Annex �t ® : Telephone(631)765-1802 54375 Main Road ; illi 111Z Fax(631)765-9502 P.O.Box 1179 \.% Q �Southold,NY 11971-0959 � -.%41', roger.richert(c�town.southold.ny.us = COUNTY, ,,•'' .• BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Drews Address: 560 Sterling Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 39976 Section: 104 Block: 4 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: C. CAT Electric License No: 953-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 23 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors Main Panel 200A NC Condenser 1 Single Recpt 1 Recessed Fixtures 10 CO Detectors Sub Panel NC Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 1-30/ Emergency Fixtures Time Clocks Disconnect 200A Switches 16 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Exhaust Fan, 2- Paddle Fans. Notes: Inspector Signature: .S?:;;:T )7Date: February 12, 2016 Electncal 81 Compliance Form.xls ,��,i%0 SO(/T o o l Town Hall Annex ;� Telephone(631)765-1802 • 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ' . 4k- Southold, � Southold,New York 1 197 1-0959 : -O, s irrrr,i 1� ( ` BUILDING DEPARTMENT - 1 71 TOWN OF SOUTHOLD I! 1,,rye, 1 , I t FEB 192016 C ...' • CERTIFICATION • Date: Z ./7.-/? Building Permit No. 396)--7 Owner: 7-9 0 3F_2r- 7)R t,U 5 (Please print) Plumber: -Ane ✓'1,4i Ct 7 t/ ,,-e (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. . , _ ,'_ - - . . _.. 7j (Plumbers Signature) . - Sworn to before me this 17 day of/1 20 /6 Notary Public, County d CHRISTIE HALLOCK Notary Public;State of New York `i4831950,Suffolk Still Commission Expires-Ml y 31,201„g 000000 .319 /��h��OF SOUl6:9-- of, 4:11:1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ 41NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE 1 RKS: 5L4 DATE �C>7S INSPECTOR 21-0-6e-e-e-Te SOU ` a) ''SQ. * c€ ''*; . l��'QUIY l,,�,r%'„..4,,,,, TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 INSPECT)ON . . , [ ] FOUNDATION 1ST [ viROUGH PLUMBING [ ] FO NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] CAULKI ► "/ REMARKS: - O f-z-e-a-a-e-c-,-e ez. 0:-/,- .__a„ozaZa._, 2 _,..,i_zz.,„ a DATE fVXD INSPECTOR ‘4,21.-ee'‘rf ''''OF? 7‘'t SOpjd _ ~� i g % I. /06 7- 7,./ TOWN OF SOUTHOLD BUILD DEPT. 765-1802 INSPECTIOW [ ] FOUNDATION 1ST [ ] R H 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: z-zoi„AsLifieir /ISI G _ _ Jt ��=moi` f DATE �( ff.( INSPECTOR ./t/ 0 • 111 (/' '* • • TOWN OF SOUTHOLD BUILDING" DEPT. 765-1802 INSPECTION [ , FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [VjIIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] Ej4.0TRICAL (FINAL) [ ] CODE VIOLA ON [ ICAULKING REMARKS: DATE /7--- //5— INSPECTOR 2I"?' .e4 / of SObly Flo 661(e -__24-couriinoo TOWN-OF SOUTHOLD BUILDING. DEPT: 765-1802 INSPECTION - [ ] FOUNDATION 1ST - [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [y ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION KELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: VOCti-v-k_ CY(C' DATE ( `l l ' _ INSPECTOR.. • SO!/rdp (el? (:)€ =y�DUNiV,� ''. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN:SPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [- ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Qfl ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE r7 INSPECTOR ' OOOOO O��OF SOUryol�, i TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INS N [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ -] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING' REMARKS: E-6-e 77 DATE l INSPECTOR -47 rigiz E NI G I NI E E R'I NI e 4 . d6°1"4' s-- 560 571-cA;Og 21 March 2016 R EcEINE D Building Inspector kiAR 21 2016 Town of Southold Main Road BUILDING DEPT. Southold, NY 11971 TOWN OF SOUTHOLD Dear Sir, I have inspected the footings supporting the rear deck and certify to the best of my knowledge that they were installed in accordance with my plans and New York State Building Codes. J it• - )b , /Ilk 41 t * I i • . ' lit* ' I% 1 , fl 1.,mei z 4-, ..------""-„- N•qi 4P 4 0 ' C2.4 --...,... ii. BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH@FISCHETTI.COM FISCHETTIENGINEERING.COM 631 -765-2954 1 725 HOBART ROAD SOUTHOLD , NEIN YORK 1 1 97 1 1 l • ' FIELD INSPECTION DEPORT DA COMKRITTS ,- 5 - -- i %).' 1 j , 1 '', , .- .cd-tele,-:-.9-7,-ecv-q- .117% Fl--;k EMI FouNDA.TIoN(2Nt) M . t4 44/ `,—,4, / r"..EMI r r, ".r :,,,, . %. J!' . . ,• /I c ROUGH FRAMING& . - r, c . '. .f'- H PLUMBING (10 . a - -_, ...., ' f� • • c , ," _ �7 e � it � ''� CI y \�, INSULATION Pm N.Y. ,� STATE ENERGY CODE d/ A�1 - 0.- �w�.....: MINN T , Ell 4 'V' ' -..--- �1,�! ': !"' a MI7. . .e-o-‹ - _f__ Ad . _ , , . 7 , ---it . FINAL _-1111111111111.1111113 pais 1./1 ., , .i.../ ,,, ' -;., .)-3 0 3 --- -,b lial `g° f I ?, , ''' '- &u- 6 .. ' • . . cP 1100 '. ' /' . .-7• 4iiiir,_ .2 ..; ,.... ,, „,,,,,,....,,,i, 0,........... . . • ....,. Aii- ( ., .. ---fr- on , _ , , ..., 7 4 . ‘ ,_, .. . . ........ . . H • . . , ; . . , . . . TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST ..BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 5q9 -6 Check Septic Form N.Y.S.D.E.C. Trustees (i', - \)7 i_; C.O.Application I I ''7 J L - Flood Permit Examined ,20 J� 1 1 Single&Separate 7 Storm-Water Assessment Form Contact: _ r-- f D Approved ,20 E L: . 1 ''I Nfail-t4:- (7�� hSG`�' t Disapproved a/c i0'` )Lll l lill_D Phone: --)6 ---Z?5 Expiration ,20OS gut •mg nspec gr APPLICATION FOR BUILDING PERMIT Date 7 /I. , 20 i6-"' INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,Ne or and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations o for rei \•val or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, buildin:''.code, ho'' sin• code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspection N, �\ i - -_—�, A ll nature of applicant or name, if a corporation) Vi 17 Z -- /jOI"jd lZo t 1 .iro v (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 26I0"2ri— brewp S (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. ditfr- 1 Electricians License-No. Other Trade's License No. 1. Location of land on which pr osed ork will b don : 660 II/14 G of-&1-10S/0---P: / A/ House Number Street =;=;'T" V J . '`�t�') Hamlet County Tax Map No. 1000 ) ',iBl c -,,,i °� Section ����';c..;;"err,=;B,lo���-��E=;r.�;t Lot ._..... :':':_71,o,.C. iii'„ _ II:CAE.alf'.Pa,()^ Subdivision Filed Map No. Lot 4' 2. State existing use and occupancy of premises a/14 intenpledue and occupancy of proposed construction: a. Existing use and occupancy Uwe/rimer the b. Intended use and occupancy !J W e f( 7 3. Nature of work(check which applicable): New Building Addition _ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost (00 CO® Fee , (To be paid on filing this application) 5. If dwelling, number of dwelling units umber of!c vielling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 60 Rear 60 Depth 2 0 Height I ¶ Number of Stories Dimensions of same structure with alterations or additions: Front 60 Rear 66 Depth 7'1- Height 9 1 Number of Stories I 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 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 Will excess fill be removed from premises? YES NO 14. Names of ;er of premisesbra uo°5 Address S O S (fl Phone No. -�4 '-67/l` Name of t Z� AG4et� F SAO't Phone No -Xs--29§-4' Name of Contractor Address `� Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) rr SS: COUNTY OFSwT�o' ) _ r 0411, being duly sworn, deposes and says that(s)he is the applicant (Name of ii dividual signing ontract) above named, (S)He is the (Contractr, Agent, orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the be. his knowledge and belief; and that the work will be performed in the manner set forth in the application filed there ith. Sworn to before me this I 1-f 4°1 day of JO l Y 20 15 TRACEY L. D 11 NOTARY PUBLIC,STATE OF NEW 1: �n ubl NO.01DW6306900 Notary PQUALIFIED IN SUFFOLK CO. NTY ' Signature o Applicant COMMISSION EXPIRES JUNE ', Cu Scott A. Russell '(2�'= ST(0)]EZMWAT)E R • SUPERVISOR ( MANAGEMENT ` � SOUTHOLD TOWN HALL-P.O.Box 1179 �� � Town of)So u th o l d 53095 Main Road-SOUTHOLD,NEW YORK 11971 14. 2 \\\ 6- �+� •moi -A ) O 4 • CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No . (CHECK ALL THAT APPLY) • ® 1= A. Clearing, grubbing, grading or stripping of land which affects more . than 5,000 square feet of ground surface. 0 P1 B. Excavation or filling involving more than 200 cubic yards of material . within any parcel or any contiguous area. DIN C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[1 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑CI E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ r4 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (P per Owner,Design Profession I,Ag nt,Contractor,Other) S.C.T.M. 'P: ]nOOiO Date: ct NAME '11 DS-,:A_A h ctic /O/ ' / 7-P1-15 Section Block Lot s,s�,�, FOR BUILDING t'l. t DCP.�RT'1CNT LSE (;'L Contact Informaho ! 6 3 j — �� ~�`7,3-4- Reviewed By: 34 T)LodeA Date 7-114- 15 Property Address / Location of Construction Work: J L�6O S'y"" I� �`Ci7 Approved for processing Building Permit ` Stormwater Management Control Plan Not Required. Stormwater Management Control Plan a Required. (Forward to Engineering Department for Review) FORM " SMCP-TOS MAY 2014 „ ,,,,,, /40 o . Town Hall Annex l Telephone(631)765-1802 54375 Main Road vvcc_(i3I}765��50� P-0.Box 1176 r09er.richertLO n.SO a d.nv.us Southold,NY 11971-0959 's 4C' � tk UJ 0111 • BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: rDA4AD Date: ////4 /,c- Company Name: rC47- - Name: -- - -- --- ' i-1_17 7 d License No.: /1-10” Address: -P7 W9( ("27/ /.fl 7 G , 111,52 Phone No.: 9.(r .PW C01-C --/4/71/ JOBSITE INFORMATION: (*Indicates required information) *Name: Fot6ei.a--- { *Address: •5'' _ c-Tb)/Q0Tb)/Q 006 i7h°.ttV&,C *Cross Street SKv i0 ice. *Phone No.: Permit No.: E )99(-)1,0 Tax Map District 1000 Section: j):71-1- Block: if Lot -7 • *BRIEF DESCRIPTION OF WORK(Please Print Clearly) e p6 u n i o lel P[--c)3 t-X) A - o.F1. c ew y"c6- t/916Cfbnr- (Please-Circle All That Apply) *Is job ready for inspection: an/NO ou -r in Final *Do you need a Temp Certificate: CP NO Temp Information (If needed) *Service Size: 1 Phas 3Phase 100 150 200 300 350 400 Other • *New Service: Re-connect Underground Number of Meters hang of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form ',,\''• fDLkco Town Hall Annex ..-..;.:(.:-R-:::', '�• . Telephone(631-1802 54375 Main Road ! o -� = Fax(631)734-9502 P.O. Box 1179 i _ + Southold, NY 11971-0959 , t - ' • BUILDING DEPARTMENT NOTICE OF UTILIZATION.OF-:TRUSS WOE CONSTRUCTION, PRE-ENGINEERED - • WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION - Date: 7/7/C -y- . - Owner:. - 5'm:Y,. 7 ";9 ...1r, -_•, - Location of Property: .$. ' wr ,; '. !': 7 - ,, :, .Lir '.4-+•''. 'ri+* . Please take notice that the chedk a Iicablre line): ,,,..•, ._,- New residential+structure 44q.."';' •,,, -•` - '• Addition to existing-residential structure . Rehabilitation to an�existing residential structure :" • , to be constructed or performed at the subject`proopeti%reference above will utilize . -.' ,. r.(check applicable line): , - - .. - Truss type construction-(T7"�-.;._' • , , •;1 t - _ -- _ • • , Pre-engineered wood;constructIdn-(1V/1:5`T),q ' - , Timber construction(TC)} ' - - in the following location(s) (check applicable line): .. . • Floor framing, incIudirigigirders:.and beams(F) . , , . Ro -frarning'(R); . : i . • • - . _ _ Floor':nd roof framing ( R) A ' 1 Signature: - Name (person sub 'ing this form): `°J 05Q /75G Capacity (check ap: icable line): - Owner - Owner representative TrussResRegl5.docx Effective 1/1/2015 ..%•••1:i•••• •?••;:: •;•FY.::. .:Y.:.:AM..a...:.•:•.V4*A.4.7:r.-77.1!".1•:4::::::4;.!..v;:lt17.:Vg":••41-1M4r.4•:::::"•!?..7.17. .Ste,•.:6.%1InW:-.11"4,:r.:11:1.Vet.•1":".14•I'Ve•Ir.1•.!vm. o' •,!' I. :.• ... :. %..• : . .. • . .. , t.. 6" DIAMETE:R . • .4...• .r,c1+0.• •• ::: . 4 C. . i -.• •.!..Z...J.•n••. Iii . ...kW; , .t. ;........h.,- . 4. ...:.• ,: - - ...!0.4.• - 1 . _ . .. .4.. .:• f,' I REFXECTIVER,EP. iPANTOtg- Iff (PMS)It: p7 . . . :-...- - - .r-l?•, _ e e. ,..,, , ,.:: ..• . ''•+. ROMAN ALPHANUMERIC , ...... , -•' — --D,ESIGNATION.OF'CONSTRUCTION , a - . , . .i ... 3.i '4 • • `' TYPE RASEDzON SECTION 602 OF i. .:•. '; THE BUICDiNG CODE OF NEW . YORK STATE ' •;.- ... A .. •• • •. . . . • MB '' . . - •• . .. • . . ..„ •.•::" ..'...,.:.• •e:••-••":•••... .; •.. .*::" 1 - . . .., •• I - 2"TA Itt.. - ".'i : •:::-:...:7:.••••••:: -- .. • ..... - REFLECTIVE . " • ... .... . •I • ., ...,., i,•••••., WHITE 4 . . :..„ I . , . , ' . . i ,.., :•: . .,. .,j'•.''Vg.:•:•:.0•••••••',%,,f,'...,,•:. :1;:,', .•• I- -- - . 1/2"•STROKE -- — •-. • . •-• - ., 1...,.•i,.,....;.,,. •, ...,:.,...-..•...:,-.:_•_. .,- .•. ..:•,,. if:. . .. :..{:._ I - ' ...:...: .13'iari)Viggi:411°Nt .11*° TIIIICI-iiikt . .. . . 4 • .. , , ..k • , .4. .... ..., . .,OTARIAT-A14120F-i.:,- .•'7 -. *s .-. :. • ' • , ;:' • 1 : '. .• .*- :, ' -; TRUSS CONSTRUCTION • "F" . FLOOR FRAMING,,IN,CLUM,NA ., - % - . •*.i • 111 . GIRDERS AND B,EAMS, 2.. .' - . . .. -• '11" R.O.OEiPIRAMIN ..,+•.. . - I . -Fie Fild*ifAiines6Olgii:Attinfio' , . • .. ..: • - —• • : . ., • ,_ . .: . . . 1.- I - . - -.- TRUSSIDENTI— FrATICKSIGN . . '. • . , . 1 .1:- i- COIVPIJANCE Vit111-1 19 Nr(CRR PAITI 1265054-e: - , • ,• -. . . 1 .. , . .... , . • - 7,,,......r. .; ... i ,...muosr..,..E , . .... . • . , ...„. . • ..... . . . , CODES DIVISION •:. :. . IDKAMPLE TRUSS IDENTIFICATION SIGN DATE:03/08/2005 :. , : .04--, ... /--:-.77--411:s'--: I .i , ..,.•... .05- r.,-..ev,.,....,. . ..„--N---,-- ,-,-• rjr.Y / " %•..",-\•'•i%:• .:•1;.; 1 , NEW YORK STATE DEPARTMENT OF STATE ?; DIVISION OF CODE ENFORCEMENT .i: • ..• . AND ADMINISTRATION :.:• . (.:DEPAR-aseNx:srmn.s..; , , k 3, ;...,.:.F.r.v4 i:••:•:44:,..i,•.?"-;;44a14.:!•14:;.:1;•74;?..1,i0::07:0.Ele,';:,t4..4.-.41..-q4z.,,it gi•e...x,...it:ism.•-•4,::,f":eecl:W:g..q.i;•~zoi.10it:Xl:•Y!..*:.ii,:t4,54!••:,:lid:4rAwl:emap2;:.~.: ... vF ' . ;/i' / • . 1 1 Nil , �- /////// .. - /, J/ J, // 777 / -.1 ._: .74/./ ,t i / i n 1 ; \9 ' ,, �6� _ �� �r �, TOWN OF SOUTHOLD PI OPERTY RECORD CARD7 _./d OWNER STREET VILLAGE DISTRICT SUB. 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INSTALL 2X8 SISTERED FJ t UNDER SHOWER BELOW J s.CUT FOR TILEIIII. 0 w (CURBLESS SHOWER) - W u 00 1 W wY IL Z LU 0 00 W ° r z (s) Z" i'll; r ......___A . illi ... . I ' ' rj o_ • H -"- (n •0 = ci \\,, h-\\,.......... ---( r . .. . \\,\ DRAWN BY: JF 0 0 11,... ,.._.../.\\._, U III II I I — 7/13/2015 SCALE: SEE PLAN MAIN FLOOR SCALE: 1/4" = —O ,2, 2, SHEET NO:p- � rrt ,-,� /y✓: ,.w ,, 1 ., STORM WATER MANAGEMENT DETAILS A©v N.T.S. LI t ,Li 1)- w w 0 k 41111111) Z Z A OGEE GUTTER STANDARD 5" :: O w NOTES �, 1).EXECUTION f"� A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2)PREPARATION A)CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION W B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR �i W ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 134 1_4 C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR ��`1.�.. ^� METALS WITH PROTECTIVE BACKING PAINT /'�iR!'":4 —J �,�j,l DRY WELLS TO BE 10'MIN. 1(l��l 3 INSTALLATION: ` � AWAY FROM HOUSEClk Ci) A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS, ���� W 1)GUTTER TO BE PITCHED TOWARDS LEADER 1'TO 2'FOR EVERY 40'OF RUN. 2)SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS a)COPPER/LEAD FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND OD I/ ROOF AREA 1297 SQ FT. a E- 0 ACCESSORIES * 0 0 oZ B).ALUMINUM RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT CONNECTORS. AT 100%WATER RUNOFF:217 CU.FT. O V • 3)CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED SEAL CONNECTION WATERTIGHT PROVIDE(1)8'DIA X 6'DEEP DRYWELL < 44 in 4).PROTECTION U A)..PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 1.64 O B)TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL DRYWELLS CAPACITY 253.5 CU.FT. V ,-O COMPLETION ^ ce oe N LL LL 0 12 x 1-3/4 G=am +1- 02J '� BUILD KNEE WALL OVER WALL BELOW TO BOTTOM OF RRs a . A qv cew w z z ( z3 -JX -1 � < OOcD Z CQ I N- 2X12 LAYOVER PLATE , O i- — O M w</ (/) a. O (O LL 0 a. DRAWN BY: JF 7/13/2015 / SCALE: SEE PLAN 1).INSTALL 2X6 DF#2 COLLAR TIES AT48"O.C.. 6).ICE &WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS ROOFWITH ROOF AND SIDE WALLS (TYPICAL). 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2" DIA GALVINIZED • LAG SCREWS WITH WASHERS AT EACH RAFTER. 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING J. sT�L. . SHEET N O• SCALE: 1/4" = 11_OJJ MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. y.' �'y " ` 3).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THEk,r� WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS r', :` 4- °' "' 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND COMPLETE. {,- , h� . . . DIRECTLY TO THE DECK ALONG EAVES. d • fra p, t J,i 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 'I. 'Y 5).USE 3O#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ USE GALVANIZED (ZINC COATED) ROOFING NAILS,11 -12 GAUGE WITH AT \« Y a Y C '1 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. LEAST 3/8" DIA HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. - 1.-' - X14 w_ ','` CUTTING INAILS NTO SH NG ESHINGLE. SURFACE ARE TO BE FLUSH WITH SHINGLES BUT NOT ‘°,0•-•, r'Eas!'O�jP XIMMIMMIMMIMMIMMIMMIMMIMMMIMMINIMOMMINXMINN ...... mil . DBL.2X8 DF#2 RR @16„OC 44 W . 2X8 DF#2 CJ @16"OC — - \ _ — r �j idly .y V, ...-t: \ / • , (2)1-3/4X16 ML ,i Z r'1w/1/2"STEEL 1Z'—'I al® 1=1 I_) I_) ,• FLITCH PLATE W 'e — • V v v • • w t as a a ,• a0 � U up.) z a v v — ' I 141 1 a o a ' ___ _ ` Q c, w r� .�r� 3/4”SUBFLOOR V 2X10 DF#2 @12"OC Q cn z ! A 2X6 ACQSILL PLATE j •b O ,411 TERMITE SHIELD • 8" PC WALL _ SILL SEAL • o•. DAMPPROOF O I--� 2"CONC SI AB '� tgovo - 7 FYI' r , 2 A 16"X8"CONC.FTG. 121 — - - - - - V (2)#4 BAR 7 A . •. . --• • •• •. S " 04 •• •• . ••-. • .... 4.'. • •• •. . - _• •. •. . _ _• •. •. 1• 0I...Y.I . 47•4 • A SECTION A-A ©© SCALE: 1/4" = 1'-O° • REScheck Software Version 4.6.2 • �; r, k.f � Compliance Certificate .• • ' 1 1+` \', 11 11171111=10111s11171111=10111 ' �,. .�t._�.��. . II, 1 1 ► !i 1 , , J21I1Ifl Project w ,l II i `l`` fl `1` � [111! . �y1 _ ✓� I I ' I i ' •sta STAINLESS 5110. 2009 lICClr � 3'®ROOF VENT � z iii, wood screws wi \I tocct<on: Suffolk Coup •flew York • 1 n,� t ( ("' WASHERS tr oc Iil l I Cons'�uctean Type: Single-family ��1 I f ' I ( tro.c Proect TypeAddition3 z uJirr Climax Zone: 4 (5999 HDD) tvaW Q (Vlua tva a� ' BJ1I , I I Permit Date: — J XJIA(t\ fl ' Permit Number.I , , t r wA•A Bo vATNmG I GMce A MEDU --� —�— 1111 SH• R SH•letit D.W. I3• O( / IALTEf1UTIVNE:,,....5&) OR;ATH ORIIIIIIIFA.I. zN.y I �(— ! (� ( Cnnstru4tion Sime: Clyne/Agent: Designer/Contractor. i .,� .._ _ I 11 I � ' it ING PL ATED TMDP=1V5 P, 113ENC1/ ' Ii ( I ATOuuTvwe.2us OS.) 560 STeRIlNQ ROAD I co tT/� z O O •-�1 r r r Nil CUTCHOGUE,NY c.o. litIIIIIIIIII s Ic.o. �JE,DSTAINIESS SLE i I l ( �,���.�>_,__ , cn a. 0 co 00.GALVAN I2ED 1 \ / / . 1 1 �/• `� wnoDUNevsw/ \ 11 / l I . c wwwEBsatr Dt ✓� ( \I I ' I ( (\•' WINDOW Stu _. _.- .. .. f ( I I -a — (( I I r s, j1 c r D r O LL 1 y� I I I yti i g .. _ -_ etc.,.. L__... ._..,,. -. ... .___w_,._._, ._._........_.._.... . _..--, ___._....._.._,...__...._.....e__. , ..._.. a C.I. TO APROVED I� c r,b'arce: 7.9%Better Than Code V:Xtrturn UA: 252 Yaw'UA.: 240 HOUSE I( I I ( I 1 I SLOPE"1/4"PER FOOT PITCH TO DRAIN TRAP SEPTIC SYSTEM I I Thr%ptlb+r awar•r Thin Cad•masa rsRs:b how toad t+•semifitrs11F4,hour*"s h•wJ en scat trnd•vlf tJe•. Et , \ I I I i \ I L n:Oats mai-previa*en rW:ri•n•mr of trn•gy to•or cent g66v*to•mann' .i.•Iran•- n I. • �. ' N'OC I )/6 ' /��,. Envelope Assemblies PLUMBING SCHEMATIC J / [I i I no 11 Il s 1)i ,, e .. — A N.T.S. iI� If I l Flaar 1:All-Wood}oi-tlTruss-0ver Unconditioned Space 638 30.4 4.4 4.433 �1 �1 I ( �� ,es l ( ell I ( r t�/a!11 Wood Frame,IV o.c. 575 13.0 0.0 0.022 30 - _ 15 Widow 1:Wood Frame:'r3C"ble Pane wth Low-n 155 0.320 50 trot - I I' - ( 1 ( Door 1:Olaas 53 0.320 17 /� L. g II rr I ( I • ® Ceii;ng1:Flirt Ceiling orScise7rTruss 639 30.0 4.4 4.435 22 DRAWN BY: JF yr APA ELnNaoo ,\ ` snEATwno 1 1 4 I 4 ent: The proposed!building design d cr bed l er rs canss'tent witlx the buird ng p!ers,spe�r�icetians,and other r I I I r + I I` I I 'r itted witfi tete permit application.The paorposed busk!' gc has(been designed to meet the 2i 05!EC •equircments in V _II,1 1 ' -' :tcCo4aG:nsmallehepatf..ecioTinokie;tnesSsuernrita2endtwitheTh, d. a. toc mp{pwiththemandatoryrtquirrmenlislydtfieREScl+ertklnspec�onCheckliLI --- -1 I ti - 7/13/2015 ® ItIISrra,� 1 ��5f\--d#7\--/JI I ( I I f ( I) ( i S.gneturc r.7 2X' -- i ( ' I I( ( 't jl 2 'I j( ( , SCALE: SEE PLAN rl I ( ' 1� 4rlli I l I i yI " i 011 C 1 ,11; L (I S ( I ,I ORG4WANIEED vAwDsuEwsw/ WASfleRta lY O.G MULTIPLE ,�_.. E.. SHEET NO: f. TOGETHER WITH STAINtESSSTEEL _SR.. i'.i, '.; ` OR GALVINRED BOLTS W/WASHERS r' AND NUTS a H-0.CAG. y , +•J WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL If, '•t.' 1, AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) ...:1,„\f:::5-:°''' "� \, WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" � C3 g a AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO y r" `, L-' 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 r �)' t.t' CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. Project Title: Report date: 07/09/15 ° C:,,,..' a-,�' ^r, (n,/ a- 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 15 TO COVER. \''')/) ,..''1%-": , ,, 42=1 ° HARDWARE MUST ACCOMPANY SHATTERS FOR INSTALLATION. Data filename:CAUserel,Mishae',«�Docurr2.'1tS1P.ESCh£CkeS RE%S.rrk Page 1 of 1 ' c"..- �,` ^r 1�, - �, ,_„' " WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS "I'll _ : AIP : 411 U 0 ENDWAIL RAFTER0 WALL STUD0 CRIPPLE STUD -\ ` , '�� ' BOTT BATHTTB �AO / ``' RIDGE LEDGER '� 0 U �� �HEADER "� I ` t DOUBLE JOIST I1111 /, Z o SIDEWALL O I� RAFTER ` II O AI � ! y 11111 ` ,i ^ �f' ��/�// JACK STUDS ' ':'`I ^� �^ IL-1 FLOOR USP NUMBER DESCRIPTION APPLICATION III ' `IIIV J I I 0 w1ST. ADS5 HOLO DOWN CONNECT TO 1 SIDE OF ALL CORNERS 110 Z ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT W 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 ^� wJ i=o~ F+i HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. Ir�T1. 2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ACI.OPENINGS LSTA12 1-114"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-114"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6 2x8 L826 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER 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"OG ac„ ,..,.)® s s ® ® WALL STUD-110%. THROUGH-ROOF EXHAUST Q r�^ VENTS SELECTED AND v J x LOCATED BY CONTRACTOR „ METAL STRAP —�; h CRICKET AT TOP-SIDE Of �0 v VENTILATION CHANNEL �L�/ RIM BOARD • CHIMNEY RAFTER ' RAFTERS AS REQUIRED / LnSILL PLATE(S) WALL SHEATHING , VENTILATION WOOD JOIST' f isSIDEWALL FLASHING ,��_ ' BLOCKING �/FOUNDATION Q - .' TOP PLATE , ' ,"i,,\�\ 2x;LEDGER BLOCKING `'�''�� �� A FINISH WALL AND MOISTURE / �� :i�?�. 2x4 SOFFIT JOIST BARRIER TO LAP FLASHING • A-T STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL--MAINTAIN GAP .111- / ATTIC SHALL BE PROVIDED WITH A ' FASCIA `II AND ALL WINDOW/DOOR OPENING JACK STUDS � MINIMUM NET FREE VENTILATING AREA rGUTTER �� fROOFING WALLfISO KNDFLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD 0 NOT LESS THAN 1/150 OF THE AREA OF ,I� (� WOOD GIRDER �� ROOFING TO AVOID SOAKING THE SPACE VENTILATED. ALL OPENINGS I)II) II INSTALL 40"O.C. �,'� 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- II ONTIN.SCREENED VENT ��I a ON ALL OPENINGS ; PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT.PLYWOOD ' FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLIICATION OPENINGS OF%INCH IN DIMENSION. SOFFITED EAVE INSTALL 4'0"O.C. AND SO AS TO MAINTAIN AIR 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4'x 18ga.TYDOWN ANCHOR CONNIECT TO ON ALL OPENINGS / EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ACTION ROOF VENTILATION / OVER BEARING WALLS AND HEADERS INSTALL 4'0"O.C. 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNIECT TO 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,"„,' KEEP ROOFING NAILS OUT / ' OF FLASHING 2ND.FLOOR WALL ii ii LII 1 ' ' ROOFING LAPS BASE FLASHING 4 INCHES _ _I BASE FLASHING WRAPS CORNERS, RAFTER 11114*bC RIDGE CAP OF SAME ` .I,, `\\� SEXTENDS UNDER SHINGLES AT INGLES AT BASE MN 4 INCHES THROUMATERIFING NAILEDTO SHEATL AS O INC THROUGH VENT� ES 4 INCHES AND LAPS WOOD JOISTf (�• ITOP PLATE � III�,I ,� GIRDER/HEADER 111' I� • L.1. FLASHINGI SIDE WALL i I1��. 1 I II II I� I� I ��� WOOD JOIST -- 9 / / 1ST,FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC ��/ / AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD 11, // W FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO RAFTERS INSTALL 4'0'O.C. AS TO FORM DRAINAGE CHANNELS AND Z 4"-8” LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION ' LOCATION 'USP NUMBER DESCRIPTION APPLICATIION PRE-MANUFACTURED . KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS RAFTER/PLATE R715 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. z in INSTALL 40"O.C. 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"16ga.STRAP AND JACK STUDS CONFORM TO SLOPE CD PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE.t REDUCE BUMP •OUTS ON ALL OPENINGS PLATES TO EACH STUD Q XLO DBL.SILL PLATE \C-c--..2.% Z 0 0 ail • TERMITE SHIELD Y SUBFLOOR CO WOOD JOISTS SILL GASKET O ^ CONC.SLAB =�/ GASKETNE � I /�2x6/2x8 CONTINUOUS WOOD PLATE r 0 TYP.CONC.FOUNDATION C 6 MIL.POLY - v //+�� DAMPPROOF EXTERIOR ,` i BOLTED TO STEEL BEAM WITH �/J ^• O co 6MIL POLY ON EXTERIOR V GRANULAR FILL ),4 9 . L.L co `� I/2"DIA. BOLTS s 48"c.c.STAG. W v n STEEL COLUMN i°"° ROOF JACK `\ �'��� STEEL BEAM IL A r•�•�Tr•• t.• •o )•q111*"121111 •� 4' x 1/4"x V STEEL COMPACT FILL • 1.!� -- �, at4;'ix4'$' '• ROOFING UPS `% Y TOP AND BOTTOM PLATE n/ 1r / '` 7Y• IL A FLASHING AT WITH 112"x 6"ANCHOR BOLT KEYWAY FOOTING CONC.FTG. 'A .a 4 G - USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 111111111111P `% �; V2"@ROUT Q. ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) ` �--- 3"STEEL COLUMN REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOLT I I I DRAIN TILE +a, p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS i (10 KIPS) • SILL PLATE TO FOUNDATION1 STORY 72"OC ROOFING AT BOTTOM (CRAWL SPACE OR FOUNDATION) TYPICAL BEAM DETAIL TYPICAL CONC.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. (CRAWL SPACE OR FOUNDATION) WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC ROOF JACKS 4 VENTS DETAIL (SLAB-ON-GRADE) ..--"*".......---...----.:111111 (lily / , SUBFLOOR CONC.SLAB DOOR FRAME =ID6X6 10/10 WWM DOOR E I I JOIST COMPACT FILL ( I I USE 2X8 STEEL BEAM DRAWN BY: JF FOR BLOCKOUT i'' 4"SLAB P.T.PLATE ' W/6X6 WMM ' AJ 4DRAY-�►_ NOTCH JOIST AND ADJUST HEIGHT 1/2"AIR ACE `� < I 0 4 • ° , .� (WITH A NAILING PLATE IF NEEDED) 7/13/2015 7/i /�O i S AT END AND / 1 1 G'q DES OF WOOD X4,0 ���d .'�' "4 •• °• • TO BE APROX.1/2"OR HIGHER THAN �� • �. %� p '>- p .� ; I1• z::�•: STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE " 4 '-"z- z- z "oma.4 a `','-''..,5 - BEAMS IiPGn'+..1. IN,•° p ° •••••••••••-i• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) '4 ,t,/- '4 1 ems 6X6 W.W.M. , ; 4 ;moi =,II • 4 . •t.. ''I urd'�Il 12" `'n „D 'o D ii.•,. • n q �'q /�v o t��� NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM I '11 4 D •s C' °4 --- SUBFLOOR SCALE: SEE PLAN MIN. '. a '6 n ° ::;,_• _s i,�� . q - REINFORCING BAR = NOTCH EQUALS 1/4 DEPTH OF BEAM • d .:-•"•- ,C a REINFORCING BAR o >I WI ° A �•.° °°•° ° -11 �- JOIST •DRAIN TILE Is—�I ° . SHEET METAL/30x FELT UNDER BEAM AT POIINT II=• L) d• 'a• 12" OF'CONTACT WITH CONCRETE OR CONC.BLOCK 1 1O"�"�8^�^��^�-� STEEL BEAM TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)•4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �••�� 0....-"a1111,-"...7.4PLATE(BOLTED TO BEAM) SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH(2)•4 REINFORCING BARS. GARAGE DOOR BLOCKOUT ` SHEET •No • 3"MINIMUM BEARING SURFACE FOR WOOD BEAM BEAM POCKET r, '‘-t. — ski CC: Y:44( Lt/4 y `.4 " GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE= PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE W When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING - + _J 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 BUILDING HEIGHT V (TI TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL O 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION Z CEILING JOIST 8'WALL:3-8d COMMON EACH 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 TOE-NAIL for generally accepted good building practice 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 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 PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND W 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 NIGH WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL O 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 (2) 1,.....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: DECKS 40 i �� 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 ~ TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 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 on /J .. 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 W 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) �.r1 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON ROOMS (OTHER THAN SLEEPING) 40 TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 ag 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 4i 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 H 0 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 QTY. SPACING 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 EXPOSURE CATAGORY specific use expressed or implied in the use of theseplans. spacingis to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL c. , p p p P P 9. 2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION r , anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 !� V 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE < 44 44 Ln 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE 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 exterio STUD 2 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym.: V 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 HEADER TO 16d COMMON 16"O.C. FACE (SMOKE <CO2 DETECTORS) SEE FLOOR PLANS 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 al in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 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 JOIST2-16dCOMMON 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 FLOOD 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 HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 110 B SEVERE 3 FT. 11 NONE -3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 4-8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: concrete or masonry walls occuring in exterior or unheated interior areas. g),CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE 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 NAIL SHEATHING LOCATION NOTES be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELC 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be BLOCKING EACHTOE 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabsTOE EACH to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1(BOTH FIELDS) NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 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.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one3-16d COMMON 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Si4i. Ce 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 the belowgradeportion of exterior wallsprior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL 1 .For roof sheathingwithin 4 feet of theperimeter edge of the roof,including4 feet on each side of the roof peak, W ) 9 BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. W 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMONZ Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE 1 FOOT SEE NOTE:1 _ 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 1 rn FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt Witt,washers and nuts. ROOF SHEATHING: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. V 1).All framing techniques and methods as prescriptive design of current SBC High Winfi3) Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL z r z Lf) Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"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 W Co AS PER TABLE 3.E framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. Q (V below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d In 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 blockingat 8'0 o.c.. NAIL SPACING NAIL SPACING AT INTERMEDIAT: J J g ) CEILING SHEATHING: < 0 0 Co SHEATHING LOCATION NOTES 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 Z CO = otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) _ 15 - r where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fi•. 5d COOLERS O Bearingwall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 9 6).Concrete piers shall be a minimum 6"above grade. CO openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES W co 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 (L openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide firs to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �/ and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL gd COMMON AS PER TABLE 3.£ 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall �.1.. 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6d COMMON 2.Tabulated 12 inch o.c.nail spacing assumes sheathingattached to stud framingmembers with 6).Double up floor joists under walls that run parallel to the floor joist and under bathtuLg).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD ) P 9 Floors to have ceramic tile installed shall be verified for proper load capacity unless not, onstruction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<0<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.0.FIELID 2).Verify septic system wth the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists FLOOR SHEATHING: NOTE: under all bearing3).If wall studs,plates or pists are cut out during installation for any plumbing related work, NAIL NAIL walls. JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracingand plates to protect and secure the structure.Verify with the QTY. SPACING 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufactve's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY" needed. 1"OR LESS 8d COMMON 12"O.C.FIELD HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF FIREBLOCKING REQUIRED DRAWN BY: J F 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTES ONLY. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier• over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. ) HVAC subcontractor k provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 7/1 3/20 i 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls arxL.ontractor and owner for anal review and approval. is nailed 3"on-center at the panel edge to obtain higher 1 1 5 ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 • such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. SCALE: SEE PLAN approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected using parallel rows of studs or staggered studs. torch down type material over. 2).All electrical work shal be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to be reduced to1-16d nail per foot. dropceilings cove ceilings. 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates 43).Install Smoke detector and Carbon Monoxide detectors throughout as per section R317 g g • be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. I of N.Y.S.Residential Cortruction Code. 'u""` 3).In concealed spaces between stair stringers at the top and bottom of the run.Endosed spaces :� : "* y SHEET N O. under stairs shall comply with N.Y.S.Residential Code. L' �0p ; 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of > Tt.% _, �� "j 1 ;b` flame and products of combustion. ,�� p 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. , `-; 1f T C,,1 j ty C 1 ���