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HomeMy WebLinkAbout39163-Z 0FF t'�CpG ,' \ Town of Southold 12/15/2015 tAo ' I l P.O.Box 1179 . 53095 Main Rd %1111 ` o� ? Southold,New York 11971 ,,dol,* *0,, CERTIFICATE OF OCCUPANCY No: 37966 Date: 12/15/2015 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1050 Pine Ave, Southold SCTM#: 473889 Sec/Block/Lot: 77.-3-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/15/2014 pursuant to which Building Permit No. 39163 dated 9/9/2014 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: addition with stoop to an existing one family dwelling as applied for. The certificate is issued to Stroh Irrev Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39163 12/8/2015 PLUMBERS CERTIFICATION DATED 11/23/2015 J Zee's Plumbing`&Hating Auth I 4reci. Signa e ,,.‘� nl- TOWN OF SOUTHOLD - BUILDING DEPARTMENT a ? TOWN CLERK'S OFFICE o t`' .y 4�, SOUTHOLD, NY 4. 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#: 39163 Date: 9/9/2014 Permission is hereby granted to: Stroh Irrev Trust 217 W Islip Rd West Islip, NY 11795 To: construct an addition/alteration to an existing dwelling as applied for At premises located at: 1050 Pine Ave, Southold SCTM # 473889 Sec/Block/Lot# 77.-3-2 Pursuant to application dated 8/15/2014 and approved by the Building Inspector. To expire on 3/10/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $305.60 CO -NEW DWELLING $50.00 Total: $355.60 •/; Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey 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. qj l` el/r i New Construction: / Old or Pre-existing Building: (check one) Location of Property: SIJ ? '4 House No. Street Hamlet Owner or Owners of Property O. • 'S_- Suffolk County Tax Map No 1000, Section 4- Block 0 Lot O 2- Subdivision GQQ 3 I?-qt f �A j Filed Map. I t '4-(0 Lot: O-- 2. Permit No. Sq t lP 3 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: / (check one) Fee Submitted: $ Sj Appli nt Signature Town Hall Annex . Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 il ® pct. % roger.richert@town.southold.ny.us Southold,NY 11971-0959 la COUNTr,\ '''� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Stroh Irrev Trust Address: 1050 Pine Avenue City: Southold St. New York Zip' 11971 Building Permit# 39163 Section: 77 Block: 3 Lot 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ Corazzini Electric License No: 33419-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 X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30/ Emergency Fixtures Time Clocks Disconnect Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment: Notes -7,Inspector Signature: Date: December 8, 2015 Electrical 81 Compliance Form.xls Town Hall,53095 Main Road Z Fax(516)765-1823 P.O. Box 1179 t; Telephone(516)765-1802 Southold New York 11971 ` , � ,� {, \W rr 7! OFFICE OF THE BUILDING INSPECTOR �g ! TOWN OF SOUTHOLD DEC1 5 2015 !I Ll CERTIFICATION dLpG DEP I Tow Of eC!I:lHo!D DATE: ///Z 3 Building Permit No. X 9/4' 3 Owner: -o �h _05aX (please print) Plumber: J . 2 e e'S Ptit=-_ (please print) I certify that the solder used in the water supply system contains less- than 2/10 of 1% lead. c (Plumbers S nature) `60631- Sworn OO-Sworn to before me this day of �o%�P✓` , ail- .1110.14,'�_ uNDA B.SCHOLL Notary Public,Strte of New York Notary Public, ...5(>-Wo/K. County No.30 4866259 qualiin Solk County Commission fied ExpiresuffMay 5, D�0 p 3?7e-a3e-- 1 1ho�OF SOUly�lo, co d TO 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: rr:)_e_icat4A-) 5 - - DATE 40 / INSPECTOR :///6:„.3 -------------- (0: (c .f.?, TOWN OF SOUTHOLD.BUILDING,DEPT. 765-1802 INSPEC ON _ [ ] FOU ,TION 1ST . [ ROUGH PLUMBING [ , ] F NDATION 2ND [ ] INSULATION [, FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ; A4114 .fir 093 DATE INSPECTOR _10..•� 1111�o��OF SOUjy�lo\ . 9Jk ` . ; ` qp �Q 111 •!COUM11,�"y�`':1;.11 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTINC [ ] FOUNDATION 1ST [ ] R GH 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 „d7._ - �. %M Mralil tvi - af:ric4A,Q1-7•vD DATE INSPECTOR J -- 37L6.3 111'���o��pF SO(/ryolo\` ca ck. TOWN OF:SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST = [ ] ROUGH LUMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 9i:" I 41_,Q. (-9 / DATE l c r r INSPECTOR 7:4-41 — -_ �o��Of SOU lo. k ,- ly r r tu:12 *N * TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) • REMARKS: r/4/k— DATE t 7/ . I b� c INSPECTOR FIELD INSPECTION REPORT D•TE , r COMMENTS . ' , • .. IV/ i : -11:- :. ': ' i. /4*-7.- ' . ..54-4" ,_. ' ' -401 it Otmi . 0.FOUNDATION(1ST) - .. .. . _� . . . , • . FOUNDATION(2ND) P _ ,y , ,. , . . ,, .4,,Nc . A . • ''''-g 1 • /A4,./.1 /,'s Ofr(4, V<44 ' ---4 • • ROUGH FRAMING& '• y PLUMBING . P 1 . _ .'.30 .1/1/1-- -7,--;--4108"1-11-e,17) el: ... .:. . . ' ' - , if C0,444- .CH- ' , .."1,- f %. ' • INSULATION PER N.Y. / . STATE ENERGY CODE ; ., . . / P-41.--- 6-t- c,., 7. ...44. '/ //7/ .. /4._.....e= ail-, . . , . , , , ,,,,,... . • • ADDITIONAL COMMENTS reo._ie‘ AP i-.- .eli.3"' tecc: F,-- . ; .6 1 -® -151 . d• h res ex* 8�7�(e.9(0(d EI e'frI C1 , Lifie: , - 0 rn ...t... 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 �J 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 j � Survey SoutholdTown.NorthFork.net PERMIT NO. 37/62 Check • Septic Form N.Y.S.D.E.C. Trustees (' U E C.O.Application 9/9, `�' Flood Permit Examined j/9,20� Single&Separate AUG 15 2014 -. Storm-Water Assessment Form Cont.ct: Approved ,20/f BLDG DEPT. Mail to: Disapproved a/c TON1P10F SOUTHOLD Phone: (-f€ Expiration /lf/f ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 3 ) ST e_0-1-1 (As on the tax roll or latest deed) ' If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 44 1 M,Bloc ,,=: J~ � ;co, , Lot C 1 1 .,f`�:7<•+jiver, �iiEi'• i;.. . i I,,`a -_ .til• , Subdivision &QO$ j¢A�1 . - Filed Map No. 3-c7 Lot bO 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Z b. Intended use and occupancy 2_7 „a i I.>:y JS'Tp 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units j +rr;; Ilumber',of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Z..c ' Rear 242.. i.. '< Depth 22-. 3 Height "r j(Y—l0 Number of Stories i a„ Dimensions of same structure with alterations or additions: Front ?4'2 .+4' Rear .(e . 6=f Depth 30. 3' Height )O —to" Number of Stories i rz 8. Dimensions of entire new construction: Front 1Z...‘ Rear ►?` Depth f' Height t ► y '.- 3" Number of Stories ) 9. Size of lot: Front O‘ Rear c7n, 01Depth L 2,5 . Q t 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 o/ 14.Names of Owner of premises Address Phone No. Name of Architect I; i 6 . �:�t,��.i Address 30 C3e7ti S7>a Mahone No f, Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES 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 V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suff.I k ) Jc I' vN S-tvo L { .Tosyl In. ,s'tvo lA being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the I irvSt-e-� (Contractor,Agent, Corporate Officer, etc.) - of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this P6 day of 4..juS�' 20 1f{- (Zc/Si Notary Public TAKAHISA ONISHI Signature of Applicant Notary Public,State of New York Registration#010N6137122 Qualified In Suffolk County commission Expires November 14.2017 .i i `,,,,,,,,,,,... I Scott A. Russell i,4' .ii NI STORMWATER - SUPERVISORMA.NA\(GEM ENT z ` SOUTHOLD TOWN HALL-P.O.Box 1179 136 53095 Main Road-SOUTHOLD,NEW YORK 11971 •:..'jX01•-''ail ��'+++++,+ Town' of So u th o l d alaTNaa'►a CHAPTER 236 - STORMVVATER MANAGEMENT.,W®RK SHEET- ( TO PE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ID[ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ? ❑[3B. Excavation or filling involving more than 200 cubic yards of material ❑Er7within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to ,100 feet of horizontal distance. El D. Site preparation within 100 feet of wetlands, beach, bluff or coastal s y erosion hazard area. r one-hundred-Year floodplain as depicted ❑ E. Site preparation within they - P t on FIRM Map of any watercourse. s : ❑ F. Installation of new -or resurfaced impervious surfaces of 1,000 . quare 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 t-o the Building Department with your Building Permit Application. - S.0-T.M- ": 1000 Date APPLICANT_ (Property Owner,Design Professional,Agent,Contractor, District ,Other) /�� NAME {(( k c ,� (Vc,SJ ll o3 oz, • Section Block Lot s _ `s,...a / i - '**"FOR BUILDING DEPARTMENT/USE ONLY' Contact lnforrnatton: 1.- '1 `— 0 .t,�f'""- `)% - nckpnme Numeul (- Reviewed By: 71/147 Date: Property Address/ Location of Construction Work: Approved for processing Building Permit- tQJ �\ �j �i � Stormwater Management Control Plan Not Required. SCS` 6L.t . ` -. •1- t l I I Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM ' SMCP-TOS MAY 2014 /iii.,- *aT SOiit; O; Town Hall Annex • * ; Telephone(631)765-1802 54375 Main Road 9 P.O.Box F179 �\G Q � roger.richert(a awn southoQ .ny.us Southold,NY 11971-0959 0 ' •1 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • REQUESTED BY: Date: //-/9_/s, Company Name: z7e' zc Name: • I License No.: 331/9"le- Address: 3 kM4,44®,1 ,, Phone No.: et, /3 7 • JOBSITE INFORMATION: (*Indicates required information) *Name: -604,64 sT -i--t' *Address: 147 P-0.4 A/ 0 *Cross Street: ".;. r • ,r *Phone No.: -- q6? — L4 Permit No.: 3q[ (� Tax•Map District: 1000 Section: 'q-.- Block: Q" Lot: (72_, *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • 3G7 a A n ca ��I,r ‘,/ ,4/. �� ��.a- 1,4'7 , tPc.-7, 7, %451.44 rZ�-/ (Please Circle All That Apply) *Is job ready for inspection: YE NO Rough In dIWP *Do you need a Temp Certificate: YES!� I Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form 'N(- it)) / •, .4N> SO- I Town Hall Annex � ~® Telephone(631)765-1802 54375 Main Road ; A 4 Fax(631)765-9502 P.O.Box 1179 � G itc ��� Southold,NY 11971-0959lye® C®�A� a�`i iii IY 1►, ",pial �... ._' November 17, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD John Stroh 217 W. Islip Rd West Islip NY 11795 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) / Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. /Plumbers Solder Certificate. (All permits involving plumbing after 411184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 39163 —Addition/Alterations • 1• • • ) • Q.6) i'l: Z 7 11) kt \ t I. i I o .,,,,-• I CIO 1. , 6 . „..!.;• .e.y•J,. / Ni (..) j..... s ,,P . k. 4) t i L N w� • /I ` n ~` 1ils L' /`' o) ! • �'pv�{ //� z,,'�'�� .5? T4s .� { • h ,� qtr ^ : r I + `, ' '_� I: v. Vis' �� ) 3 43; e ,'~�r zit * �c3r ••\t ^�`' `U A 44h ��Q ' Ot ?S p 0. "t., 64. . / i. . ... f Q l• i ' I k..1/?),.0., •, . SU150,_51 VFY OF - LOTS ,50, 51 & 52 MAP OFGOOSSBAYESTATES PILED NOV. 19,193.4 MAP NO. 1178 Ar SOUTHOLD TOWN OF SOU THOL D SUFFOL COUNTY, NY. 1000 - '7- 03 02 Scale:1!"= 30' . • Nov. 21, 1991 i • CERTIFIED IED TO' scO r r A. RUSSELL L PECONIC AIlStRACr, AVC. r 605-S-9475 . 6 is nNo ,,G 1 aM1 Prepared In accordance wllh /ho minimum i��'�°� r I, LIC. NO. 49618 standards for lllle surveys Os eslublishod • y ___ __.. 49__.._ by the L.I.A.L.S. and approved and adopted �� for such use by The New York Sidle Land ll •EC pp,',��`�/ ',$' S, f.C. Me Assoclallon. i 15161 ._ sr ' A. O. 90X- 909 MAIN ROAD 6"O&THOL L), N.Y. 11971 : I 1215 EXISTING CONDITIONS CHECK LIST -- THE EXISTING MECHANICAL SYSTEM IS A EQUATE TO HANDLE THE ADDITIONAL LOADS j one ' IMPOSED BY THE NEW ADDITIONS / ALTERATIONS f ' [j THE EXISTING MECHANICAL SYSTEM WILL BE UPGRADED TO (EG. OIL FIRED HOT AIR UNIT....GAS FIRED HYDRONIC ) THE IETSE A EQUATE FOREXISTPROPOSEDNGELCRICAL ADDITIONSERVIC /IS loose one ALTERATIONS 0 THE ELECTRICAL SERVICE IS TO BE UPGRADED TO THE EXISTING SANITARY SYSTEM IS ADEQUATE �T HANDLE THE TOTAL �# OF BEDROOMS PR POSED Dose one (AS PER S.C.B.O.H. REGULATIONS) Ha fk21110 L �, I4 [3 THE EXISTING SANITARY SYSTEM WILL • kI 7. 7 REQUIRE S.C.B.O.H. APPROVAL FOR THE INCREASE OF BEDROOMS . [3 THE EXISTING' RESIDENCE IS CONNECTED TO THE SEWER DISTRICT (PROOF REQUIRED) SUP[3 THEPORT EXISTINGTHENEW LO1 STORY IS ADEQUATE TO \ 1 , AS IMPOSED B STORY ADDITION(S) INCLUDING UPLIFT AND SHEAR a (PROOF/ CALCULATIONS MAY BE REQUESTED BY BLDG.. DEPT.) f,tPROJECT APP 7.-.Fa„CATION # I -121' i' I. ADDRESS I ' }-I t /1./c;, ``"iv I-1 i 0EaosDN' TO BE SIGNED AND SEALED ,4 '. t�`cA. „ I *, r itti * : Aci , / 0 REScheck Software Version 4.5.0 Compliance Certificate Project Stroh Residence Energy Code: 2010 New York Energy Conservation r Location: Suffolk County, New York Construction Type: Single-family ,,Project Type: Addition 'Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1050 Pine Avenue Mr.and Mrs.Stroh Charles J. Brudi, R.A. Southold,NY 11971 NY 30 Bethesda Lane Sayville, NY 11782 .-ompliance:Passes using OA trade-off Compliance. 10.0%Better Than Code Maximum UA. 40 Your UA: 36 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 14 Assembly or R-Value R-Value or Door UA Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 96 19.0 0.0 0.051 5 Wall 1:Wood Frame,16" o.c. 320 15.0 3.0 0.061 18 Window 1:Wood Frame:Double Pane with Low-E 9 0.300 3 Door 1: Glass 10 0.450 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 96 19.0 0.0 0.047 5 Compliance Statement: The proposed building design described here is consistent with e building plans,specifications,and other calculations submitted with the permit application.The proposed buildi�,a /.een d: e. meet the i, 0 New York En rgy Conservation Construction Code requirements in REScheck Version 7.0i�d to co'.' w e mond--' req a l' t in the RES s ti -Che list. ,4 /� Name-Title Signature / .,, Date 6 , 7P #1,4,, c), C7 ��J) ;i. 41. s>. 410.022.4#,- Project -kcQ Title: Stroh Residence Report date: 08/14/14 Data filename: C:\Users\Max\Documents\2014\Stroh\Rescheck.rck Page 1 of 7 • 0 REScheck Software VersionChecklist 4.5.0 14/0 Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field'Verified ° ' , :# P,re-Inspection/Plan Review." - Complies? ,'Comments/Assumpti®ns' ,& Req:ID ;Value. Value' : 103.2 'Construction drawings and { , " - .' ;❑Complies [PR1]i documentation sufficiently ., , -y„+❑Does Not demonstrates energy code --, ' • f,❑Not Observable compliance for the building • envelope. ' ” s ;11=1Not Applicable 103.2, Construction drawings and s,l❑Complies 4033 documentation sufficiently 1 ;;f; s" ,',;❑Does Not [PR3]i demonstrates energy code ❑Not Observable compliance for lighting and r . °. mechanical systems.Systems - i❑Not Applicable ,serving multiple dwelling units i - lmust demonstrate compliance °, ,12,‘:,�• , , 'ry ' ;with the commercial code. "< , 403.6 : ;Heating and cooling equipment is Heating: Heating: ❑Complies ' [PR2]? •i=;;sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not - on loads per ACCA Manual J or Coolin Cooling: bother approved methods, g' ❑Not Observable Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Stroh Residence Report date: 08/14/14 Data filename: C:\Users\Max\Documents\2014\Stroh\Rescheck.rck Page 2 of 7 • • 2010 New York Foundation'Inspection Complies?, _ Comments/Assumptions`'' Energy', • 303.2.1,''Exposed foundation insulation ❑Complies [F0.112:,,'„ protection. ❑Does Not P ❑Not Observable '„ ❑Not Applicable 403.8 Snow melt controls. ❑Complies [F012)2,, Y ❑Does Not i4YF,. ❑Not Observable ❑Not Applicable ,Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Stroh Residence Report date: 08/14/14 Data filename: C:\Users\Max\Documents\2014\Stroh\Rescheck.rck Page 3 of 7 plans Verified Field,Verified ' # _ Framing/.Rough-In Inspection Complies? Comment's/Assumptions &,Req.ID ;Value" Value 402.4.4 Fenestration that is not site built ,DComplies [FR2O]1 is listed and labeled as meeting ' , 3❑Does Not AAMA/WDMA/CSA 101/1.5.2/A440 .: ..'„7 ;, y❑Not Observable or has infiltration rates per NFRC ",.' , 400 that do not exceed code fs I❑Not Applicable limits. 402.4.5 ' iIC-rated recessed lighting fixtures# ,_ ` ❑Complies [FR16]? ";+sealed at housing/interior finish ";:',❑Does Not 'and labeled to indicate&It;= 2.0 • " ` Q. scfm leakage at 75 Pa. '❑Not Observable ;;- °. ;❑Not Applicable 403.2.1 Supply ducts in attics are R- R- ❑Complies [FR12]1 insulated to R-8.All other ducts R_ R- ❑Does Not in unconditioned spaces or U outside the building envelope are ['Not Observable insulated to R-6. Not applicable if ; ❑Not Applicable all systems are ductless. 403.2.2 All joints and seams of air ducts, f,,, , ;+ , ° f i❑Complies [FR13]1 air handlers,filter boxes,and s❑Does Not building cavities used as return ; ducts are sealed. (r Not Observable { = . :Not Applicable 403.2.3, Building cavities are not used as 4 . r`w ❑Complies [FR15P ducts or plenums. g' 1❑Does Not ' •, t p❑Not Observable j ,"t'❑Not Applicable 403,3 M,-,4HVAC piping conveying fluids R- R- ❑Complies [FR17]?'-'t'Labove 105°F or chilled fluids ❑Does Not below 55 °F are insulated to R-3. ' , I ['Not Observable ❑Not Applicable 403.4- ' Circulating service hot water R- R- ❑Complies [FRi8p;; ipipes are insulated to R-2. ['Does Not ❑Not Observable ❑Not Applicable 403.5 „ Automatic or gravity dampers are( = {❑Complies [FR19]2•-,,;installed on all outdoor air i ;o'°"` ❑Does Not , • ;intakes and exhausts. t - E❑Not Observable r„„, ,"❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Stroh Residence Report date: 08/14/14 Data filename: C:\Users\Max\Documents\2014\Stroh\Rescheck.rck Page 4 of 7 York. Insulation Inspection S: 7 Complies?. Comments/Assumptions', • 303,1,• .. All installed insulation labeled or '❑Complies [IN13]?", installed R-values provided. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3- Low Impact(Tier 3) Project Title: Stroh Residence Report date: 08/14/14 Data filename: C:\Users\Max\Documents\2014\Stroh\Rescheck.rck Page 5 of 7 Section. • - - Plans Verified . _Field Verified_-, - " -. '#-. ' ,Final,Inspection Provisions -,Complies? • ,Comonents/Assumptions,:• -Value, _ Value & Req.ID, , , - , 402.4.2, Building envelope tightness ; ACH 50= ACH 50= ❑Complies 402.4.2.1 verified by blower door test result ❑Does Not [F117]' of&It;7 ACH at 50 Pa.This v requirement may instead be met ❑Not Observable via visual inspection, in which ONot Applicable case verification may need to occur during Insulation Inspection. 402.4.3 Wood-burning fireplaces have - „ " _. 'I❑Complies [FI8]z;. ,.igasketed doors and outdoor _', ,, 1❑Does Not ,has` ', combustion air. ,r 2; ";,,, , I'. ,r C'','''''''''4 - , Z ,x❑Not Observable =r,1'- s, �z.; ;;�;'_ - ',,''s Y'�❑Not Applicable 403.2.2 Duct tightness via post- cfm cfm '❑Complies [F14]' construction with maximum DDoes Not <±J leakage of 8 cfm to outdoors,or ['Not Observable 12 cfm across systems.For rough-in tests,verification may ONot Applicable need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1:1._ ';Programmable thermostats . ,F❑Complies [FI9]2- "'installed on forced air furnaces. - ' ` 1❑Does Not 0, , ( , '„ "a1❑Not Observable ,i .❑Not Applicable 403.1.- , °;Heat pump thermostat installed •-',' a d;' ❑Complies [01212j,"' oniheat pumps. ., z''',':,"::,'' '^"I❑Does Not 1 , i,. .❑Not Observable ."'1",4-,'''. _, , s Vi'7,'";',1'''''','•',t'4:',;:,.:''''''v."""%;"-.. .";' '- ,';,❑Not Applicable 403:,4`" -,.Circulating service hot water t , ' • -'❑Complies '[Flll]z''l , systems have automatic or 1s,, ', ,,`;'','2',',';',!_''',,,.''' ,`,F` "1. `' �,: ' 1❑Does Not 4 accessible manual controls.:, , ` , f' - .- , ONot Observable ` tkryt„ - •; , ',,,,,,c.-,, ,,, ,-, i❑Not Applicable 403.9.1'~ 'Readily accessible switch on gg; •, .;,;; ;,3❑Complies [F!12]3, _ heaters for swimming pools. - ❑Does Not ;,,,t,),:, t;;,' - ' t, ".i❑Not Observable ° ;' - 3❑Not Applicable , 403:9.2` _ ;Timer switches on pool heaters ,,<` " '' -_ ' ' :,, • ';;❑Complies [FI19]3` -'and pumps are present, t,' ' -; ^.' ,• 1❑Does Not , '':'•‘'''''' ',)1"•''',.i:";;'-'''.:', .;_ :7_ ' _'- ❑Not Observable , "= ,., ,,, •-r'', P L. . . ❑Not Applicable 403.93 `;Heated swimming pools have a +,;❑Complies [F120]3 ;Yicover.Covers on pools heated �?r' . ,ra ,', _ ';''❑Does Not { , over 90 QF are insulated to R-12. „.. i y ❑Not Observable 1.,,,,,,,,-,,-;"•".,,,,-",.., '''.` • 't❑Not Applicable 401.3 t, Y'.3Compliance certificate posted. ('•'' ``_''�;y ❑Complies '[FI71Z ;3 f-', -, ' _ , ' a❑Does Not 44_,,•, 6 '[Not Observable a» ` ,,,,_ r-1=„` , ,:Not Applicable ,303.3 ' Manufacturer; manuals for l,r, '°r`” P'..% ;' s:,,., ,,,-;r❑Complies [F118]3 -1mechanical and water heating ,'"'t ',_ - #❑Does Not '` ,;equipment have been provided. i.:3':'y' ;E, ,+"' N' ''' • ` ,„ L r;,,; -'','''-`, .3,' „''.t,_:l❑Not Observable `'.2-,,2-:,.' ,',, .--� k. 4❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) t2'' Medium Impact(Tier 2) ':3; Low Impact(Tier 3) Project Title: Stroh Residence Report date: 08/14/14 Data filename: C:\Users\Max\Documents\2014\Stroh\Rescheck.rck Page 6 of 7 • 1 . 4 1 High Impact(Tier 1) 2°' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Stroh Residence Report date: 08/14/14 Data filename: C:\Users\Max\Documents\2014\Stroh\Rescheck.rck Page 7 of 7 g 2010 e rk Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Wall 18.00 Floor 19.00 Ceiling /Roof 19.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 Door 0.45 Heating &Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments s a „,-..,-,,.„,,„-,,,, _ _ ,N,.. . ,,, GENERAL NOTES DRAWING INDEX T- 1 TITLE SHEET �0,ti) "13 N- 1 CODE TABLES & NAILING SCHEDULE wWQr1' N-2 STRAPPING & MISC . DETAILS 00 w w zA- 1 FLOOR PLANS , TYP . CROSS-SECTION NA & DETAILS Q -, aozQ 2. Other species may be used provided substituted species shall meet or exceed requirements noted above. c. Bottom Chord Plane: Provide continuous 2 x 4 braces on top of the bottom chord of all roof trusses. Three rows 0 w H DIVISION 1 - GENERAL REQUIREMENTS 0 w x a 3. Moisture content: All lumber 4" and deeper shall have moisture content not greater than 19 %, air dried lumber is minimum are required located at the 1/4 points of the truss span. Securely nail these braces to all members that it W z 1. Work performed shall comply with the following: desired but not necessary. Lumber may be kiln dried, however drying process must be slow and regulated to cause a crosses. A-2 PL U M B B. RISER DIAGRAM , ELEVATIONS & LEGEND ,. Q �., 1...1 W `., a. These general notes unless otherwise noted on plans dr specifications. minimum amount of checking, comparable with air dried stock. S. Wood Floor Trusses: b. Building Code as specified on the architectural drawings. 4, All exterior lumber and lumber in contact with masonry or concrete shall be pressure preservative treated in 1. Floor trusses to be manufactured and installed in strict accordance with manufacturer's recommendations. All r-1 W x x c. All applicable local and state codes, ordinances and regulations. accordance with AF&PA standards and stamped "Ground Contact 0.40 lbs/cubic foot". spans, joist depth and spacing to be verified by manufacturer's. Shop drawings indicating calculations, loading, load V) v) U r1 H d. In areas where the drawings do not address methodically, the contractor shall be bound to perform in strict 5. Grade stamps shall appear on all lumber. test data and anyother information required shall be sealed bya professional engineer registered in the jurisdiction H ix compliance with manufacturers specifications and/or reconnmendations. 6. Store all lumber above pgrade and protect from exposure to weather. where construction is taking place. Truss manufacturer shall verifyallspans, dimensions, bearing points spacing, etc. - Z W Q 2. On-site verification of all dimensions and conditions shill be the responsibility of the general contractor and B Flitch Beams: Fabricator must submit two sets of complete shop drawings and truss layout plan, each sealed by a professional his subcontractors 1. Flitch beams shall have a minimum fb = 15000, E=11.4 with 1/2" bolts located not closer than 2" from the top and engineer registered in the jurisdiction where the construction is taking place, to Architect prior to fabrication, one for 3. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should bottom edge unless otherwise noted. There shall be a bolt top and bottom 2" from each end (see typical flitch plate Architect's records and one to be returned to contractor after review. consult Architect in case of question. bolt pattern detail). 2. Store trusses above grade on wood sticking to prevent contact with bore each Cover with tarpaulins to prevent 4. The general notes and typical details apply throughout the job unless otherwise noted or shown. 5. Discrepancies: The contractor shall compare and coordinate all drawings; when in the opinion of the C. Joist Hangers: exposure to the elements. Always store upright, especially if stacking. contractor, a discrepancy exists he shall promptly notify the Architect, in writing, before proceeding with the 1. All purlins, joists and beams not framed over supporting members shall be supported DIVISION 7 - THERMAL AND MOISTURE PROTECTION work or he shall be responsible for the same and any indiirect results of his action. 2. Joist hangers shall be prime quality steel which conforms to ASTM-A525, min. 22 gauge. Products acceptable 6. Omissions: Architectural drawings and specifications shall be considered as part of the conditions for the shall be Simpson, Kant-Sag, or equivalent. A. Roofing: o D. Bolts in Wood Framing: g g ( ) shinglesy P underlayment In the event that certain features of the constructiion are not fully shown on the drawings, current 1. Fiberglass Shingles: THIRTY 30 year self sealing over 1 layer of 30# asphalt saturated felt underla ent national, state and local codes, ordinances, regulations or agreements as well as current acceptable building 1. All bolts in wood framing shall be standard machine bolts with standard malleable iron washers or steel plate P g washers. unless otherwise noted. Install according to manufacturer's instructions. • practices shall govern, and their construction shall be of the same character as for similar conditions that are 2. Cedar Shakes: #2 grade red label cedar shakes (18" 1 x .45"T) over one layer 30# a.s.f. underlayrnent. Install with 4Ing shown or noted. 2. Steel plate washer sizes boltsshall be as sq. x 1/2" weather exposure. Apply an 18" wide strip of 30# a.s.f. over each course of shakes, 9" from bottom edge of shake 7. The Architect will not be responsible for and will not hove control over construction means, methods, a. 1/2" and 5/8' Diam. - 2-1/4" sq. x 5/16" techniques, sequences or procedures, or for safety precautions and programs in connection with the work, and b, 3/4" Dia. bolts-2-5/8" sq. x 5/16 extending over top of shake and onto sheathing. MIMI will not be responsible for the failure of the Client or his contractors, subcontractors, or anyone performing 3. Each bolt hole in wood shall be drilled 1/16" larger than diameter of bolt. In 3. Eave Flashing: See note B-4, below. B. Flashing: ® W N any of the work, to carry out the work in accordance withi the approved contract documents. 4. For sill anchors, see typical details on architectural drawings. 00N. 00 1. All flashing, counter flashing, and coping when of metal shall be of not less than no, 26 U.S. gauge corrosion-resistant z i 8. Anyand all drawings and specifications for sitework, plumbingsupply or waste, electrical circuitry, and E. Lag Bolts: ' ,-I M g P PP Y Y 1. Shall be of structuralgrade steel. metal. ,� heating, ventilating, fabricated trusses, and air conditioning systems are nota port of the professional services / 2. Flash all exterior openings and all building corners with approved material to extend at least 4" behind wall covering. - _ provided to the Client b the Architect unless included under their agreement. An discrepancies with these 2. Washers shall be placed under the head of lag bolts bearing on wood. Length of lag bolts shall be minimum 2/3 P Y g y P depth of members being bolted together. Cover all exposed plywood at building corners with waterproof building paper. d documents by any of the above listed services as shown iin documents prepared by others should be indicated P 9 g 3. Step flash at all root to wall conditions. Flash and caulk wood beams and other projections through exterior walls or Q N F. Altering Structural Members: Z in writing to the Architect immediately. 1. No structural member shall be omitted, notched, cut, blocked out or relocated without prior approval b the roof surfaces. c/) 9. Prior to application for building permits, the Contractor will furnish the Architect with two sets of shop p pp Y 4. Eave flashing shall consist of two layers of 15# a.s.f. cemented together in addition to required nailing from the edge pLoT L ' W W Cr) drawings of all prefabricated components, one set to be retained by Architect, the other set to be returned to Architect. Do not alter sizes of members noted without approval of Architect. contractor after review. Items requiring shop drawings include but are not limited to roof trusses, floor G. Built-up Beams: of the eave up the roof to overlay a point 24 inches inside the interior wall line of the building. SCALE. 1 -2O ' x ,� 1. Built-upbeams orjoists formed bya multiple of 2 x members shall be interconnected as follows: C. Attic Ventilation: W a trusses, stairs, cabinets, vanities, etc. Should the design or configurations of any prefabricated component be p 1. Enclosed attic truss spaces and enclosed roof rafters shall have cross ventilation for separate space with screened Cf) modified duringconstruction from previouslyapproved shopdrawings, the Architect shall be furnished, prior a. Members 9-1/4" and less in depth: glue and internail w/2 rows 16D nails at 12" o.c. staggered. PQ W pp g ventilating openings protected against the entrance of moisture and rain in accordance with the WFCM, and RCNYS to fabrication, with revised shop drawings incorporating the revision. If the Architect is not provided with the b. Members greater than 9-1/4" in depth or multiple 3 x members through bolt with 1/2" diameter machine bolts at latest edition (as applicable) and all state and local codes and ordinances. See details on architectural plans for above information, the client shall defend, indemnify, and hold harmless the Architect from any claim or suite 24' o.c. staggered. locations and details. mi mi cc Q whatsoever, includingbut not limited to, all payments, expenses or costs included, arisingor alleged to haveM p ym p 9 H. Cutting of Beams. Joist and Rafters: Ce from prefabricated items. 1. Cutting of wood beams, joists and rafters shall be limited to cuts and bored holes not deeper than 1/6 the depth of DIVISION 8 - DOORS AND WINDOWS 10. The conditions and assumptions stated in these specifications shall be verified by the contractor for the member and shall not be located in the middle of 1/3 of the span. Notch depth of the ends at the member shall not A. General Q conformance to local codes and conditions. In the event of a discrepancy between these specifications and exceed 1/4 the depth of the member. Holes bored or out into joist shall not be closer than 2 inches to the tip or bottom 1. Windows in buildings located in wind-borne debris regions (120 mph wind zone or with-in local codes or conditions, the contractor shall notify the Architect in writing of the discrepancy and special of the joists and the diameter of the hole shall not exceed 1/3 the depth of the joist. The tension side of beams, joists engineering requirements shall be applied to insure the buildings structural integrity. and rafters of 4 inches or greater nominal thickness shall not be notched, except at ends of members. one miI le of the ocean, bay and sound). shall have glazed openings protected from wind-borne 11. These requirements may be superseded by more stringent information contained within I. Pipes in Stud bearing Nails or Shear Nails: debris or the building shall be designed as a partially enclosed building in accordance with the the drawings. The more stringent shall be followed. 1. Notches or bored holes to studs of bearing walls or partitions shall not be more than 1/3 the depth of the stud, Residential Code of New York State. Glazed opening protection for wind-borne debris shall meet 12. Soil conditions shall conform to or exceed the following conditions: J. Bridging and Blocking: the requirements of the Large Missile Test ofASTM E 1996 and of ASTM E 1886 Bearing Capacity Min. 2000 psf. field verified under all footings and reinforced slobs. 1. There shall be not less than one line of bridging in everyeight feet of span in floor, attic and roof framing. The Exception: S72°2$'30"E 125.00' Water Table: Min. 2'-0" below bottom of all concrete slabs and footings. Footings, foundations, walls, and g g 9 P _-_ __ __ __ __ __ 9 9 bridging shall consist of not less than one by three inch lumber double nailed at each end or of equivalent metal Wood structural panels with a minimum thickness of 7/16 inch (11:1 mm) and o maximum span -1-- slabs shall not be placed on or in Marine Clay, Peat and other organic materials, bracing of equal rigidity. Midspan bridging is not required for attic or roof framing where joist depth does not of 8 feet (2438 mm) shall be permitted for opening protection in one- and two-story o T o 0 13. Live Loads: Roof: 30psf. Floor: 40psf (except slee in rooms: 30 sf . Exterior Balconies: 60psf. buildings. Panels shall be precut to cover the glazed openings with attachment hardware o 0 P P ( P W 9 P ) P exceed twelve inches nominal. Block solid at all bearing supports where adequate lateral support is not otherwise , 6� EXIST, COV, v Stair Landings: provided. Block all stud walls at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. provided. Attachments shall be provided in accordance with Table R302.2.1.2 or shall be rn • 41 40psf. Wind Load: 15psf. Garage: 50psf. Maximum foundation lateral pressure: 40psf. Dead Loads: 10psf. Provide 2 x firestops at mid-point vertically of stud wall. Bridging as required by floor truss manufacturer's printed designed to resist the components and cladding loads determined in accordance with the I PORCH EXIST. FRAM. 1 Decks: 40psf. Attics without storage 10psf. Attics with storage 20psf. Guardrails & Handrails 200psf. instructions. provisions of the Building Code of New York State, I - GARAGE 14. Bottom of footings shall extend below frost line of the locality and minimum 3'-0" below existing grade to 2. All windows shall have insulating glass, or single glass with storm windows or equal. Sizes undisturbed soil or soil compactel ttry9Bensity having a load carrying capacity as specified in Note 12, K. Lintel Schedule: indicated on plans are nominal only. Builder to consult with window manufacturer to determine / I as verified by a soils engineer licensed in the locality where project is being built. 1. Unless otherwise shown, provide 1 lintel with 6" minimum bearing for each 4" of wall thickness. exact sizes, rough opening, etc. At least one window from each bedroom area shall have a net 'ROP. ONE STY. 15. All foundation wall backfill under slabs where distance from edge of wall to edge of undisturbed soil 2. Lintel Schedule: clear opening area of 5.7 Sq. Ft. (grade floor 5.0 Sq. Ft.) with a net clear height of 24", a F net clear opening width of 20 and a sill height of 44" or less above the floor for egress 1 ADDITION I exceeds 16", but less than 4'-0", shall consist of clean, porous, soil compacted in 6" layers to 95% dry density Span: : Size o. Member P 9 9g or provide #4 rebar at 2'-0" o.c., 1'-0" beyond edge of undisturbed soil and 1'-0" into foundation wall. Up to 4'-0" 3 1/2 x 3 1/2 x 1/2 or 2-2x6 purposes. Glazing in doors and fixed glazed panels immediately adjacent to doors or within 18" i 16. Free draining granular backfill (SM or better) shall be used against foundation walls consistent with the 4'-1" to 5'-0" 4 x 3 1/2 x 5/16 or 2-2x8 of the floor, which may be subject to frequent and recurrent accidental human impact shall be II EXIST, • architectural plans and related details. Equivalent fluid pressure of backfill not to exceed 40pcf (pounds per 5'-1" to 6'-0" 5 x 3 1/2 x 5/16 or 7_-2x10 tempered as per WFCW and RCNYS and state and local codes and ordinances. W 1 1/2 STY. FRAC':. \ \' cubic foot). If backfill pressures exceed 40pcf, then walls must be designed for actual pressures by a 6'-1" to 8'-0" 6 x 3 1/2 3/8 or 2-2x12 DIVISION 9 - FINISHES ] DWELL. ..\\:\'\` . 'ROP.WOOD I > registered Professional Engineer licensed in the locality where project is being built ' I . ., ' 17. Unbalanced fill not to exceed 7'-0" unless otherwise rioted and substantiated by engineering calculations. L. Plywood: A. General #1050 � STOOP & STEPS Backfill shall not be placed against walls until slabs-on-grade and framed floors are in place and hove reached 1. All plywood shall be Doug fir or equal. It shall be manufactured and graded in accordance with 1. All gypsum wallboard shall be installed in accordance with the provisions of the WFCM, RCNYS and state and local \\ 9 9 r : codes and ordinances (as applicable). w� 35.9' '" N. U.S, Product Standard PS 1-83 for Construction and Industrial Plywood iri iCT their design strength. Proper precautions shall be token to brace foundation walls when backfilling. Where 2. Gypsum wallboard shall not be installed until weather protection for the installation is provided. Stora e should be in I.1.1 R0 r-�8•S •3 • . -- 2. Each plywood sheet shall bear the "APA" trademark. YP P P 9 0 l backfill is required on both sides, backfill both sides simultaneously. accordance with manufacturer's instructions. _ 3. All end joints shall be staggered and shall butt along the center lines of framing members. Sr),I 1 o . ;' DIVISION 3 - CONCRETE 4. The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. 3. All edges and ends of gypsum wallboard shall occur on the framing members except those edges which are Y� m T- A. General: 5. Nails shall be placed 3/8' minimum from the edge of the sheets. The minimum nail penetration into framing perpendicular to the framing members. All edges of gypsum wallboard shall be in moderate contact except in concealed N o t 1. The concrete properties shall be as follows: members shall be 1 1/2" for 8d nails and 1 3/8" for 10d nails. spaces where fire resistive construction is not required. c z - w/ W z Item Min. Comp. Strength Min. Aggregate size Slump 6. All floors shall be nailed as per nailing schedule. 4. The sizes and spacing of fasteners shall comply with WFCM, RCNYS and state and local codes and ordinances (as i,i - __ __ -- _ __ __ _ IX /)Q @ 28 Days (PSI) applicable). W N72 25'BO'W __ -- 125.00' 0 "IvV N Footings 3,000 1/2"-1" 4"f1" Bracing: boardtubs - M. Corner 5. Provide moisture resistant drywall cement oarat and showers as shown on details in architectural drawings. Z 0 Slab-on-Grade 2,500 1/2 -1" 4"±1/2" 1. Unless otherwise noted, brace exterior corners of building with 1 x 4 diagonals, let into studs, or with 4 x 8 6. Fire-resistive construction: Garage ceilings and walls when adjacent to a dwelling unit shall be of rated construction I I W Walls 3,000 1/2"-1" 4"±1 2' plywood sheet of thickness to match that of sheathing, or with metal strap devices installed in accordance with according to the UL Design specified on the drawings when units are designed under WFCM, and RCNYS standards as ^ I I , ,,,. p *� g / manufacturer's instructions (16 Ga. compression tension), or w/structural grade thermo-ply, indicated on the drawings. L1� N l tPt 's.,• {`' l !J 0 Garage Slabs & exterior slabs 3,500 1 2"-1" air t' w 5% air entrainment 2. Lap plates at all corners. ,w 2. Concrete work shall conform to all requirements of ACI-318 specifications for structural concrete for buildings. N. Nailing: 3. All reinforcement, anchor bolts, pipe sleeves and other inserts shall be positively secured in place and 1. All nailing shall comply with nailing schedules in WFCM, and RCNYS (as applicable), latest edition and DIVISION 15 - MECHANICAL o ���,(4 W v/O located according to the appropriate architectural drawings and details all state and local building codes, or maufacturer's recommendations. DATE 5 C.P. # 3�`�3 = mi - C) A. Heating Ventilation and Air Conditioning: B. Reinforcing Steel: 0. Fire Stopping: 1. All work shall be in full accordance with all current codes and regulations of the governing agencies. ° FCE � �'U.._r`! JT./�' 1. Reinforcingsteel shall be intermediate rade new billet deformed bars grade 60 conforming to ASTM & 1. Fire stopping shall be provided to cut off all concealed draft openings (both vertical and horizontal) with 2" 2. Mechanical subcontractor to submit shop drawings indicating duct layouts, condenser location, duct sizes, etc. to NOTE: W g THTS RESIDENCE IS "LOCATED WITHIN ONE IGITLE' �I''#`; �' ' ' '`�i'AENT AT Q =W 615. Welded wire fabric shall conform to ASTM A-185. See architectural drawings for sizes and locations. nominal lumber or 2 thicknesses of 1" nominal lumber with broken lap joints or other approved material. Architect prior to installation. Mechanical subcontractor to review structural shop drawings and notify the Architect of ant 2. Detailing, fabricating and placing of reinforcement shall be in accordance with ACI-315 Manual of P. Alignment: mechanical and structural and design intent conflicts prior to construction. OF THE COAST AND THEREFORE IT TS WITHI ' '` '' FOR Q Standard Practice for Detailing Reinforced Concrete Structures 1. All rafters and joists framing from opposite sides shall lap at least six (6) inches and be nailed together with 3. All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work THE WIND BORNE DEBRIS REGION OL:. r. '4S , ~ min. (3) 10d face nails. performed by others. 3. All reinforcingbars which intercept perpendicular elements shall terminate in hooks, placed two (2) inches 2. When framing end to end joists shall be secured together by metal straps. B. Plumbing: 1. (t1 -•" �.11RF.D W clear from outer face of element. Q. Partitions: 1. All work shall be in full accordance with all current codes and regulations of governing agencies a 4. The contractor shall notify the building official at least forty-eight (48) hours prior to each concrete pour. 1. General: 2. All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work ,_ No concrete shall be poured into footings containing standing water or mud. Footings shall be dewatered a. Provide solid blocking at 4'-0" o.c. between the joist and first interior parallel joist. performed by others. r ''' ST PI:.'N:,\,3 ELEu Tr .L '.'_ & "'v�•� 0 by Splicestop portiontop P staggeredPlumbing 9notifyany plumbing,prior to placement of concrete. No concrete shall be placed until all reinforcinghas been installed the b. of the and bottom of double lutes must be a minimum of 4'-0 3. subcontractor to review structural and mechanical drawings and the Architect of lumbin �j �J �j I) 3. INSUILAPON p contractor and inspected by the building official or county approved licensed inspector. c. Splices shall occur only directly over studs. HVAC, structural and design intent conflicts prior to construction. H IC 1(0 RY AVENUE Ii j 4. FINAL-CONSTRUCTION &ELECTFFiC�',L '"i 5. Minimum protective cover for reinforcing steel shall be as follows: d. Structural variations are allowed if substantiated by engineering calculations. Stamped by professional engineer DIVISION 16 - ELECTRICAL licensed topractice in thejurisdiction where construction is takingplace. One set of calculations to beprovided to b MUST BE COMPLETE FOR C O.a. Footings: 3" ; # ALL CONSTRUCTION SHALL MEET THE b. Beams and columns: 2" Architect for approval prior to construction. 1. All work shall be in full accordance with all c. Slab: 3/4" (Wire mesh to be placed at mid-depth of slab) e. Lap top plates at corners and intersections. current codes and shall comply with the 6I' REQUIREMENTS OF THE CODES OF NEW d. Walls - 1 1/4" at interior face: 3" at exterior face. 2. Bearing Walls supporting one floor or more: requirements of the serving f' YORK STATE. NOT RESPONSIBLE FOR y C. Foundation: a. Partitions must be constructed of minimum 2 x 4 studs spaced 16" o.c. of type lumber specified, power and telephone companies. DESIGN OR CONSTRUCTION ERRORS. H 1. Footing depths are shown on the architectural drawings. Footings shall bear a minimum of 1"-0" into b. If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used, floor joists shall be 2. All work shall be done in a neat and d original undisturbed soil and a minimum of 3'-0" below finished grade. Where required, step footings to ratio centered directly over and below bearing wall studs with a tolerance of no more than 1" unless substantiated by workmanlike manner and so as to not needlessly - of 2 horizontal to 1 vertical. engineering calculations. hamper that portion of the work -o 2. Where conditions developrequiring changes in excavations, such changes shall be made as directed bythe Q q 9 c. Bearing stud walls must be sheathed with a minimum 1/2" gypsum board fastened according to drywall performed by others. , °� Architect. manufacturer recommendation. 3. Installation: - - 3. All footing excavations shall be inspected by the building official or county approved inspector prior to the R. Wood Roof Trusses: a. All equipment installed outdoor and exposed to E placing of any concrete. Some shall be given forty-eight (48) hours notice for this observation. 1. Timber trusses shall be designed in accordance with accepted engineering practices. Calculations, joint strength information weather shall be weatherproof. as a 4. Soil investigation and report: All earth work, compaction and supervisions shall be done according to the (allowable load per square inch or per nail, allowable edge distance, allowable end distances) load test data and other b. Bottom of receptacles and switches shall be >` recommendations of the soil investigation report prepared by a licensed geotechnical engineer. Concrete slab information as necessary shall be submitted to local authorities for approval prior to fabrication. Each truss shall be located 5" above counter top unless otherwise SITE DATA a L O CAT , o ION MAP4.6 and footing calculations are based on a 2,000 psf value. If on-site test boring indicate lesser values, notify secured at bearing with one "rafter tie" metal type anchor at each end. noted on drawings. L � Architect, in writing, so that necessary structural modifications can be made. 2. Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to include this c. Receptacles shall be installed vertically at 12" 8 p. d 5. Slab-on-grade shall be 4 thick reinforced with 6 x 6 W1.4 x W1.4 WWF and shall be placed on 6 m11, information with shop drawings. Each truss to be secured at one end with a metal "rafter tie" type anchor and a above finish floor and 12'-0" o,c. horizontally. All t vapor barrier on 4 crushed stone. r P scissors truss connector, "Simpson" or approved equal, at the other end to tie down the truss while permitting the receptacles within Date Revision/Issue 6. Slab-on-grade of porches shall be 4" thick unless otherwise noted. truss to move outward without deflecting the wall. `:+''� Y'yy,'•,.--� o 12" from corners and intervals of not more that 4'-0". be wired horizontally ground a sink lavatory or tub shall 7. Install anchor straps as per mf recommendations: r'� � i� P 93. Truss diagrams and truss layout plan show design intent only. Truss manufacturer shall verify all spans, be to a fault interrupted circuit. � - �:`^`'`� �' �" '''',.-.140 ' � 08 11 14 ISSUED Minimum embedment for anchors shall be a minimum of 7" into concrete. dimensions, heel hei hts, itches, etc. Fabricator must submit two sets of and truss ia8 ;[ -•° W,, - ►yam. ``•., ?; sFOR PERMIT REVIEW level flatsolidbearingsurfaceg P componentshop drawingslayoutd. Wall switches to be 48" above floor. f F •� � ,... ' 8. Beam pockets shall be formed into concrete walls to provide a continuous plan, each sealed a professional engineer registered in the jurisdiction where the construction is taking place, to e. All smoke detectors to be wired in a manner , °: a P by �� fi�1 u ' '' 1 i for all beams. Architect prior to fabrication, one for Architect's records and one to be returned to contractor after review. such that the activation of one by means of r # ' ' \,•„' ° SION AS PER OWNER drawingsindicating g. any metal han ers.will activate all. Vas,* ,r ). t"-. .., `+Map"k fit``. DIVISION 6 - WOOD 4. Truss shop calculations, loading, load test data, horizontal thrust and other information g ''�.- + SOOt11► A. Lumber Grade: required shall be sealed by a professional engineer registered in the jurisdiction where construction is taking place and SITE INFORMATION , ''`'% °Fm ° 1. All lumber shall be, unless otherwise noted, No. 2 grade. Douglas Fir-Larch with the following minimum be submitted to building officials prior to fabrication, --_-- �`' ' x S` ' REQ'D PROV'D .., i . ; -..•.;L:-'' t r structural values. 5. Store trusses above grade on wood sticking in such a way to prevent bending, warping or deflection of trusses. �j� Z'tt ,c,m " , Gradin shall comply with PS 20-70 "American Softwood Lumber Standard" and applicable Western Wood Products 6, Roof Truss Bracing: Install permanent bracing for all wood roof trusses as specified below. Follow all - 9 P Y ah � s, F ,.•;-- i l , , , 5 Association standards. recommendations specified in Bracing Wood Trusses: Commentary and Recommendations BWT-76 published by the �• F.Y. SETBACK - 58.2 1 � r a. Extreme fiber bending stress Truss Plate Institute, Inc. �r ,RP,' t5 u.� _ _ Drawn By: Size Repetitive Member a. Top Chord Plane: Properly installed plywood sheathing with staggered joints and correct nailing should R.Y. SETBACK - 58.8' /' r�'fl�t� )I, i' \% 1"C'%` 2 x 12 1005 PSI adequately brace the top chord plan. However, when gable end trusses are used, continuous 2 x 4 braces should be " `" "' ` ~ , , �t. , `\� ;, ;;� M.MONTALBANO S.Y. SETBACK - 12.7' 25 r 1�- ter p `' } ,: y 2 x 10 1105 PSI installed at a 45" angle to the truss framing. These braces should occur at 3 points on each gable end: midspan I �,,- t 1._. p; lj � t+: vy,�,+��;1050ParcAv4 :::' . ' r,' P 4 NY1t4 n ,2 x 8 1210 PSI between roof center-line and wall on each side of center-line and at center line of roof. ; .r. 116 u tl, , _. . _ . ... , . , \ . 1 'St far4t4.-.4iiilk -- 0 iIi elfilm2114.elleaLBENdrealiaCE 0(OH , 114t 10 rRAAop TABLE 3.1 , :,-,4•,? 1 TOWN OF ISLIP IC3uLDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT HOOD FRAME CONSTRUCTION MANUAL , NAILING SCHEDULE ,,1 9 1 N,.,17...;,4 • ±L. 1 1 ‘6 'Ike-,1-ove';S gie,46- 1 FOR MINIMUM ACcEPTABLr PLAN SUBMITTAL REGUIREMENTS OF THE TOWN OF ISLIP FOR ONE t TWO FAMILY DIA1ELLINGS (2001 EDITION) JOINT DESCRIPTION NUMBER OF NUMBER OFNAIL SPACING , I AS SPECIFIED IN THE wt. 40ING AND i OR RESIDENTIAL CODE OP THE STATEOF NEIAI COMMON NAILS BOX NAILS i 'ed>0'Y.`0 YORK. 1H5 REVIEW DOES NOT GUARANTEE COMPLIANCE IAIITH THAT ,coDE.TtE sEAL -SECTION 5.2.1:1 SILL PLATE TO FOUNDATION ROOF'FRAMING i . 1i -TABLE 52, 52A-0 1. \-, AND SIGNATURE oF THE DEsIGN PRoFEsSloWNL HAs BEEN INTERPRETED AS AN - I -SECTION 5.223 WALL ASSEMBLY' To FOUNDATIoN i RAFTER TO TOP pi..ATE (TOE NAILED) 5.43.ci , 5-10d FER RAFTER . N 0I 1 , ATTESTATION THAT, TO THE I3EST OF THE LIcENSEE'S BELIEF- AND INFORMATION, THE _ . -TABLE 5. 13 CEILING JOIST TO TOP PLATE(T PORK IN THE 4 DOCUMENTS IS: , EOE-NAILED) 5-6d 5-10d PER JOIST . , -SECTION 3.22.2 WALL ASSEMBLY TO NALL ASSEMBLY . , i .,-a t- ),.. , , , CEILING JOIST TO PARALUEL. RAFTER.(FACE-NAILED) C.- i(p d 6,-40 (1 eisc,14 LAF' , - AccURATE, cetuige JOIST LAPS OVER PARTMON (FACE-NAILED) 6e-169 d --.,e -0 4 EACH LAP - CONFORMS 1^11111-1 GOVERNING CODES APPLICABLE AT THE TItvrE OF SUBMISSION, -SECTION 3.2.5.1 HowDoms i - CONFORMS NITH REASONABLE STANDARDS or PR/64110E AND NITH VIER TO THE -TABLE 5.11F , COLLAR TIE TO RAFTER tAcE-NAILEDot r ) - b cl: , ; --(0 FER TIE )' SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC IAIELFARE, -SECTION 3.25.4 HEADER AND/OR GIRDER TO STUD IN BLOCKING TO RAFTER(TOE-NAILED) 2-ed 2-10d EACH END . 4 ,.2 - IS 11,1E RESPONSIBILITY OF THE LICENSEE. -TABLE 5:7 ok RIls1 1D TO RAH ER (END-NAILED) 5-16d EACH END I 21 I ! -SEcTION 3.2,2.1 ROOF ASSE1''IBLY TO HALL ASSEMBLY 30AR it 2-I6d ) t l' , 4 , -TABLE 3.41 5.45 - WALL.FRAMING Is ,t. TABLE R301.2.1.2 PROVIDE HOOD STRiCTURAL PANELS -SECTION '5.25.1 RIDGE STRAPS 4 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-I6d 4 2-IM I ...........i PM FOOT i I WIND-BORNE DEBRIS PROTECTION FASTENING NITH A tviINIMUM THICKNESS OF ire," (11.1rnm) -TABLE 5,6, 3.6A T'OP PLATES AT INTERSECTIONS(FACE-NAILED) 4-160d 5-16d JOINTS- EACH SIDE I I ir SCHEDULE FOR WOOD STRUCTURAL PANELS 4‘bAd AND A MAXIMUM SPAN OF 6 FEET (243g. S11JD TO STUD (FACE-NAlLED) 2-It'd 2-164 24* O.C. I . ) 1 1 mm). SHALL BE PERMIT-MD FOR OPENING „A HEADER TO HEADER (FACE-NAILE,) ,..3 TABLE 3ABI6d 16d 16' oz.ALoNe EVsES 1 I FASTENER SPACING PROTECTION IN OM AND TWO STORY ' . - -. UPLIFT STRAP CONNECTION REQUIREMENTS TOP OR BOTTOM PLATE TO SVC' (etv-NAILED) 2-I6d 2-40d PER 511/0 . 1 Li El 1 FASTENER TYPE PANEL,SPAN 4 12 4":11;AN <is: svm BUILDINGS. PANELS SHALL BE PRECUT n _ .i or ! v irtm (ROOF-TO-WALL,WALL-TO-WALL, AND WALL-TO-FOUNDA110N) 1 tc,,4rooT 4 e roar it S IFOOT TO cOVER THE GLAZED OPENINGS 1^11114 E3OTTOM PLATE TO FLOCR JOIST, BANDJOIST,ENDJOIST OR 2-16dI2 2-16d t2 PER FOOT --, , ATTACHMENT HARDWARE PROVIDED. (PRESCRIPTIVE ALTERNATE TO TABLE 3.4) p BLOCKING (FACE4IAILED) ; 2-3c2" 1t6 ..> i ._ HOOD SCREWS 16' 12" I* ATTACHMENTS SHALL BE PROVIDED IN ..., FLOOR FRAMING 1 1A r--`i rA 0 ' T __. ACCORDANCE IAIITH TABLE R3012.1.2 OR DEAD LOAID ASSUMPTION: RF/CE ILING ASSEIvISLY DL ma 1 S rev i ' i IL 24y, Ise, SHALL BE DESIGNED TO RESIST THE 714REE SECOND GUST' ' ,. -JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILIED) 4-6d 4-10d PER JOIST HOOD SCREHS fib' 16' 12" COMPONENTS AND CLADDING LOADS WIND SPEED(mPi4.) 65 40 100 110 120 ISO 140 I50 I 13RiDengs. TO JOIST trce-mitiv) 2-ed 2-10d EACH END 1 A I ) • . DETERMINED IN ACOM,ANcE IAIITH TI-IE FRAMING BLOCKING TO JOIST rroe-mium) - , 'V I-1 `,,,tli RooF NUMBER OF So CamtvioN NAILS OR 1 OD 130X ‘41 2-ad 2-104 EACH END -I - ; ca i tu 1 poRv.tr4100.21.4ffroroor.004:6ftwoort".0.4,4kg, I me FER OMR•I.604 Iv*. A.THIS vete es eAtep OM elO 141V RIO SPEEDS APO A SI-POOT REM ROOP HERM a PASTENERS f*U4.1.se itermusa AT OPPOSINO ENDS CP TIE MOD STRUCTURAL PANEL (...reene satrus ARE ATTACHED TO MASONRY CR MASOIVT/STUCCO,MET SHALL re ATTACHE, UTILIZINS VISRATION-REstSTANT ANCHORS HAVINEI A MINIMUM ULTIMATE MITHDRAMEL CAPACTTT oP 44:"POUM7S. PROVISIONS OF THE.PUILP1NO CODE OF NEN YORK STATE. PANELS ARE TO BE STORED ON SITE AND NUMBERED IAIITH 11-IEIR CORRESPONDING WINDOWS. 4 SPA1C:NG SPAN(ter.) NAILS IN EA.ENnor 1-reX20 GAUGE STRAP 420,4 .. % 4 it v4 (rtI.) 12 16 20 24 1 1 I 2 2 2 3 5 I 1 1 2 2 3 5 1 1 1 2 2 2 3 3 4 I 2 2 6, 5 4 4 40 0 eLomme, TO SILL OR TOP PLATE (TOE-NAILED) LEDGER SIRIP TO BEAM (FACE-NAILED) JOIST ON =GER TO BEAM ote-NAIL ) BAR, JOIST TO JOIST (END-NAILED) S-164 5-16d 5-64 52--1166dd1 4-I6d 4-16d 3-10e1 4-46d EACH BLOCK EACH JOIST PER JOIST PER JOIST ,, , 1111 seel R to = , % TABLE R301.7 TABLE R301.5 26 52 I 1 2 2 5 4 4 5 1 BAND' JOIST Tel SILL OR TOP'MAI h.(10--. ---1-----.------'--------1-44A LED) 3-16d PER FOOT ' 1 \gtN.J, ALLOWABLE DEFLECTION OF MINIMUM UNIFORIVILY 4 Ilb „I fil 66 1 2 2 5 ' 3 4 5 6 , ✓ 4 STRUCTURAL MEMBERS 4' DISTUBUTED LIVE LOADS , A A ' 12 1 2 2 2 6 5 4 " ROOF SHEATHING 4 ' 4( EMU CTURAL ME:MBER ALLOWABLE ON FOUNos'PER SQUARE roan . 16 1 2 2 3 3 4 4 , , SIVI)CTURAL PANELS 6d 10d 6" EDGE /61 rex), DEFLECTION 20 1 2 2 5 4 4 5 GABLE ENCHALL RAKE 84 10d 4" EDGE / 4" FIELD ti) UE -Livr.LOAD 16 - , gh 2e. 2 2 3 4 5 5 6 DiAteatAL BOARD SHE.ATHING 1 Iv RAFTERS HAVING SLOPES GREATER THAN ATTICS WITH LIMITED 5TOP.AGE- •- 20 , . 3/12 WITH NO FINISHED CEILING ATTACHED 1.1160 %.. 1 --1 52 2 2 ' 3 4 5 6 1 11x6" or 15(6" TO RA2-6d 2-10d PER SUPPORT , ' . 1 I RAFTERS ' ATTICS WITHOUT STORAGE" 10 36 2 2 3 4, - 4 6 '7 1?) , )-' - 1 s 1"x10' or HIDER 3-6d 3-IOd PER SUPPORT i 1 INTERIOR HALLS AND PARTITIONS H/180 DECKS. 40 - 12 It 1 2 . 2 . 3 3 4 4 4 1.11 ' FLOORS A1417 PLA91 t.REL) CEILINGS L/360 EXTERIOR BALCONIES 60 II , le) I 2 2 3 4 4 5 ij, CEILING SHEATHING , 1 Z IL ALL OTFIERSTRVOTVRAL MEMBERS LI40 FIRE ESCAPES 40 -4 2 K2 24 % I 2 2 S 4 5 6 1 J GYPSUM HALLBOARD 5d COOLERS 5d COOLERS 1' EDGE / 10' FIELD 4 t 0/ GUARDRAILS AN°HANDRAILSd 200 4 26 2 2 3 3 4 5 6 .6 A 1 ,I EXTERIOR'HALLS HITHI PLASTER OR W360 , 32 2 2 3 4 5 6 1 a 1 WALL SHEATHING , g WI, STUCCO FINISH eLIALS IN-7ILL COMPONENTS' 50 56 2 2 3 4 5 7 e• q . • 511TaiGTURAL PANELS i . , t/ad lad 6" EDGE /6" FIELD . liMi•OMIOM.I.,Nw PASSENGER VERC.,LE GARAGES 5,65--- 4 t 12 1 2 2 , 3 3 4 5 5 _ O EXTERIOR HALLS - HIM, LOADS* KITH /240FIBERBOARD PANELS ,„. : 9 13RIITLE FINISHES Rooms OThER THAN SLEEPING ROOMS 40 16 1 2 2 3 4 5 5 6 • . EXTERIOR HALLS - HIM, LOADS* 14m4 , SIXEPING ROOMS 50 ' A 20 2 2 5 5 4 5 6 1 3(a" 6d' IIIIIIIIIIIIIIIIIMI 3" EDGE/6* FIELD sTAIRS _ 1 406 2a. 2 2 3 4 , 5 7 6 - 0 2542m /34 - _ 5' EDGE / 6* FIELD • , 1 32 2 2 S 5 6 '7 4 - 0 GYPe-JJM HALLBOAPD ecroomeRe ed. cooteme , t. , ;1. FLEXIBLE FINISHES _ FOR SueNoTE5 PETER TO THE RESIDENTIAL COVE OP R54 YORK STATE . . 56, 2 3 4 5 6 e. - - t 1* wee i ;a* FIELD' ei NO I. WAN MOTH.4.SPAN Neon- t HARDBOARD 2 , ad bd 6' EDGE /12' FIELDJ : I) ifi (2.The MC LOAD SHALL re rere*Tret,To et TAKEN AS Cel VMS THE cot4oeir . , 1J PIYESCRIFMVE UNITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. I PARTICLEBOARD PANELS 6d od (see MANLIFACTURER) _ ; ' V, AND CLAIMINEF LOADS FOR 110 PURPOSE OP lle cEPSTPIININS MPLECTION UMITS WREN. b.FOROANTILEVER MEKIERS,t SHALL ve TAKEN AS Ttfmce ie Lowya-THE i .. 2.) TABULATED OIt'LIFT CONNECTION PEOUIREMENTS ASEUNE A BUILDING 01.111111101.11MOMMINOMPRIIIIM X C.ANTILEVER. 1- LOCATED IN EXPOSURE B. 3J TABULATED UPLIFT CONNECTION I:Ma/RENEWS ASP-MME A ROOF AND P.. DIAGONAL BOARD SHEATHING 4„MR AWM191,114 ISTRUCTWAL.rititmeRs OK PAI`ELS USED IN ROOFS OR HALLS Or etRIIROOM pot:nom OR PATIO coveRs,NOT SUPPORTINEI WOE Ofs OLAIS Dict MOPIIIC44 PAteme,-ne ram.Loma VEPLEOTION SHALL NOT mew LAO.Pat EANDNIcH pAtias vseD it4 RooPS OR MALLS OP SUNROOM AODITIONS OR.PA110 CEILING ASSEMBLY DEAD LoAct OF 4 Per 0.6o x le par -=. 1 par). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CaLING I"x6" or rx6s rx10" or HIDER , S-6d 2-10d 3-lOd PER SIPPORr ' t PER SUPPORT t COVEM,THE ToTAL LO4D VIEFLECTION tHALL f4C7r MEW L1T20 ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE I 1 TABULATED NLIPSER.OF NAILS SHALL. BE INCREASED ISY I NAIL AT ' EACH END OF THE S'IRAP. .4( FLOOR SHEATHING , ' I 9 . = i-- TABLE R3012(1) 4.) MINIMUM A.STM A653 GRADE SS STEEL STRAP. S'IRUCTURAL PANELS , t GROUND WIND CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SEIStovite - SUF3JECT TO DAMAGE PROIVI wiNTER KE SHIELD SNOWLc (MPH) DESIGN PROST LINE . DESIGN -rNra.---1 4-1" r„.,,..fre FREEMNG I SPEED CATEGORY WEATHERING ri TERMITE DECAY TEMP REQUIRED HAZA".1-P-7 iNot( - - Irk:HM-64r NOTES l' OR LESS GREATER THAN 1" DIAGONAL BOARD SHEA7141NG 1*.x6' or 15(6* 6d lad 2-6d 10d I6d 2-10d 6' EDGE /tr FIELD '6* EDGE /6* ram 4 , , 1 MR.SUPPORT ' I- 1"x10" or NiveR e-ad .e-loct PER SUPPORT 1 , 20 ref /00- C SEVERE 5 reEr twlmtP-ATE SUeHT T° is Reothrzeo FE.M.A. 544 TO HEAVY MOVERATE I) THE MECHANICAL SYSTEM SHAI L SE INSTALLED , IN ACCORDANCE TAIITH CHAPTERS 12-24 OF THE I. NAILING RECVIREMENTS ARE BASED ON HALL SHEATHING NAILED 6 11401E5 ON-CENTER AT THE PANEL EDGE. IF HALL. - ' RESIDENTIAL CODE. SHEATHING IS NAILED 5 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACIT1ES,14AILINS 4 I I - REGUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOOISLED,OR ALTERNATE CONNECTORS;SUCH AS SHEAR PLATES, i SHALL BE USED TO MAINTAIN THE LOAD PATH. 4 { 2.) THE PLUMBING SYSTEM SHALL BE INSTALLED 2. MEN HALL SHEATHING IS CMITINUOUS OVER coNNEVrEo MEMBERS, THE TABULATED NUME3ER OF NAILS SHALL BE PERMI r la) IN ACCORDANCE 14111-1CHAPTERS 25-52 OF TI-1E TO BE REDUCED TO I-16d NAIL PER Foot , I, ' .i TABLE R4022 RESIDENTIAL CODE. 3. CORROSION RESISTANT II GAGE ROOFING NAILS ANC) 16 GAGE $TAPLES AIM PERMIITED, CHECK IBC FOR ADDMONAL REOUREMENTS. MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE i Data Revision Mom MINIMUNI SPECIPIED COmPRESSIVE STRENGTH°MO 3) ELECTRICAL. EQUIPMENT AND WIRING SHALL BE 1 TYPE OR ts/CATtoNs or WEATHERING POTENTIAL s; INSTALLED IN ACCORDANCE IATITI-IcHAPTERS 41 I CONCRETE CONMUCTION , i 53-42 OF THE RESIDENTIAL WOE. 1) IN ALL FRAtvIED loklfrt.L.S„ FLOoRS AtsID ROOF/CEILINGS 10) INTERIOR HALL COVERING SHALL. BE INSTALLED IN I . NEGLIGIBLE MODERATE SEVERE - COMPRISING ELEMENTS OF THE BUILDING 'THERMAL ACCORDANCE NITH SECTION R102 Vp EXTERIOR - i'llIllIlliIllIllIl E3ASEmENT HALL,s, FOUNDATIONS AND OMER. 2,500 '2500 2,5006 4) EXTEFZ1OR lAtiNDOR, AND GLASS DOORS SHALL BE ENVELOPE, A MoISTURE VAPoR RETARDER SHALL BE WALL COVERING SHALL BE INsTALLED IN ACcoRDANcE ? 1 lIllIlln CONCRETE NOT EXPOSED TO THE HEATHER INSTALLED IN ACCORDANCE TAIITH SECTION R615.5. INSTALLED ON THE WARM-IN-WINTER SIDE OP THE HITH SECTION R10m3. , BASEMENT SLABS Am, INTERIOR SLABS ON 200 2,560 2,5004 . ALL GLAZING IS To COMPLY 14111-15EOTION R30E5. INSULATION IN ACCORDANCE NITH SECTION R3IE:,. , Drawn Ely:/ii,17 GRA , EXCEPT GARAGE FLOOR SLABS IQ ASPHALT SHINGLES SHALL BE INSTALLED IN . ,...4. 8 . 1 OJ AcCORDANCE IAIITH SECTION 03034 ALL INTERIOR e).,) HALL At4D Ct1LING FINISHES t•IPAI.L. HAVE A FLAME-SPP.EAD ACCORDANCE 1A11114 SECTION R405.2. ' BAS8vIENT HALLS, FOUNPATION HAUS,ExTERIOR HALLS AND crrHER VERTICAL CONCRETE WORK 200 5,000d 5,000d AND EXTERIOR STAIRWAYS SHALL BE PROVIDED TAIITH CLASSIFICATION OP NOT GREATER THAN 200 AND A SMOKE- , , , prefects EXPOSED TO HEATHER A MEANS TO ILLUMINATE II-IE STAIRS, INCLUDING DEVELOPED INDEX OF NOT GREATL9R THAN 450 IN ACCORDANCE 12) IN ACCORDANCE WITH SECTION R521, APPROVED 4 PORCHES,CARPORT SLABS AND STEPS EXPOSED 2,500 500045 3,500° LANDINGS AND TREADS. WITH SECTION R3I5. NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR • TO THE HEATHER, ANC) GARAGE FLOOR SLABS ALL NEN BUILDINGS IN SUCH A POSTION AS TO BE : Seale POR St4 t POUNO PER SSUARE 04C44*45$45 SA, 64) MI ACCORDANCE WITH SECTION R507.1, AN ATTIC ACCESS cl) INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT PLAINLY VISIBLE AND LEGIBLE FROM THE STREET 1 AS NOTED A.AT 10 VATS PSI OPENING SHAll BE PROVIDED TO ATTIC AREAS THAT GREAII:k THAN V 25 AND A SMOKE-DEVELOPED INDEX OF NOT OR ROAD FRONTING THE pRopERrr. 1,. -------------------------------- F M .. „.„ V.SEE TAME IRS01.20)POR peAmeteme Foreelm, EXCEEP 30 S.F. AND HAVE A VERTICAL HEIGHT OF 30* GREATER THAN 450 IN ACCORDANCE IAI1TH SECTION R316. c.,.cororre tal-.nese LOCATIONS niAT MAY ee amen*TO PREEZINS ARV THAPIINO OURP40 coNerazuvrtot4satAu..re Afft-ertmAtteck cower!tta , Date" -1. : ivi12 ACCORDANCE torm POORIOTE a OR GREATER. THE RoUGH-FRAMED OPENING -SHALL NOT 15.) STAIRIAtimes SHALL BE )NSTALLW IN ACCORDANCE AA - v.commie emu.re AIR ENTRANCE%'TOTAL AWL ceirtew fertaNT or vouke Oocitoretel WALL NCT ae LESS THAN 5 PERMNT 4042 IRE THAN "I PERCENT. BE LESS THAN 225(50" AND SHALL BE LOCATED IN A 14ITH SECTION R311.5 AND HANDRAILS SHALL BE r.SEE SECTION 1V402.2 FOR-MINIMUM CISTENT CONTENT. HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. PROVIDED IN ACCORDANCE TAIITH SECTION R511.5.6. Sheet* :, Ai Niv cs‘ ed , , 5 At S S44 VV , .. . 0 II - ., ..r� _.< a. , w.,. , - :.� s ,.. . __ . , . � .. : �..x, ,�.:._a.. ,�.�. ., ... � , � ., „,u,�..,.�. . a ., . { N NAILING ANDSTRAPPING : HOLD DO- CONNECTIONS. HO _ BOLTSPECIFICATION (-- � .(REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDMONS1 (REQUIRED AT EACH BUILDING CORNER&O,H.GARAGE DOOR JAMBS) (RL= Ui1;!>E~D `OR ILL N `W CCl1+ISTRUCTICIMI AND/CIR NEW;ACDTflON3) �.� �., 0 .'TABLES 3,213,3.2C,3.3A 1 ` " NOTE:3 tJG �" TSAI3LE 3.i? 'PLANS FOR LOCATIONS/ SECOND FLOOR ATTACHIVIL.PJ I " : TABLE F301.24) SHT. N-�I, .:.. ' v 1 ALL STRAPPING PiNG TO BE 11/4 X24 GAUGE STEEL OR BOARrikaZTYPICAL , TYPICAk ` a. i 'SIMPSON' EdUI�/ALENT - G520 (COILED STRAW) ALL COIL STRAPPING TO HAVE MINIMUM 12" BEARING ON MALL STUDSRooP FUR WIND SPt $PACtNCr� CORNERS (REQUIRED FOR ALL NEW CONSTRUCTION , . ,� „ i � � #r'' (ALL STRAPPING SHALL BE INSTALLED As MA!'V1 . RAFTER AND SECOND FLOOR ADDITIONS) ` 3--G O.G.(II0'MPH) N t ,MEN. 3,�r * \' o { SPEGIFIGATIONS) > 2-6 O.G. (120 MPH) 12 MAX. ALL STRAPPING TO BE x ft C 7 AT 16" O.G. �`1 _ .x._ . . . -.... ..: ., �� ALL TABLES TO 2001 I .C'A'I. �_ (' - COLLAR TIE 0 .32" 4.4. MAX. Er d} TORIDGE CONNECTION L ... _� .. _ ,�... 1 RIDGE 15 STRAPPED. 1,, 1 AT ► 'TC.T. ow O.G. HIEN NO *SIMPSON* Itnep-� [ '.0, + » ��:. �1 '_. •:: STRAPPING 15 USED. "SIMPSON* "i1 I',4 t ' . ,°• _ lg. �,.. �- irOR R STRAP �- -°sd NAILS OR ° o -tOd Box NAILS IN EA. It * 2�-I6d C°�raMlr4oN : , �� Et >- WRAP. '- TABLE 3bA it NAILS is 6" 04. P {� ri!/i 4j OF ��► FOR t=.►LI,. LENGTH FOR ALT. COLLAR TIE -I0cd COMMON NAILS ORI R BLOCK' •� �'ii� OF STUD to ,j-- C' �-I2a BOXAA it. $i;Z : T 3 IN EA. _ RAFTER 6 k OWALL , 1 ��, ,,e- T 4 y _ ih NOTE: Alli 1 If I END NUr COORDINATE $.4/TABLE BAB 5447. N-Imms FOR ALL STRAP CONNECTION REGVIREMEN S i iiiU'is ,` i '� III SLE SILL PLATE ON ►. +G4PPER TERMITE SHIELD "+ .T ! AT RAFTER TO TOP PLATE ��� 111111110111110011 = "SiM " OR w/SILL INSULATION "SIMPSON"" " II {' ; e TO STUD CONNECTION 5/8' OCA:..MOOR ,. .� I i • t-�IJ4" 20'tC3A. 0.- 80LT5 (`T"1'i�'.) 1., -z-.-.1111 1 STRAP - (5�TABLE 3AB Silt. N-i) 5TL. STRAP OR: 1RST FLOOR ATTACHMENT ° isI Ar EACH � OF STRAP ""SIMPSON* G5-20 • JPC ED CONCRTE. • . ', '#°IIIIIF== ALL STRAPPING, ANCHORS, HOLD GIGt+`li`I5, fg ADHESIVESI PP TO BE INSTALLED AS PER (REQUIRED FORALL NEW CONSTRUCTION FOUNDATION HALL k, ;, * . FOR ALT) IAT( W' I4-"tl`X� MILS AT EA. STRAP, MANUPAG1� :"irmiriGATIo ., AND FIRST FLOOR ADDMONS`1 •►i.. ;• i 0 "51147SON° MTS► 12 AS PER MAMF RS RO'T'S. ('TIe10,STRAPS TOTAL) v. dI OR EXCi UPLIFTI SECTION I2 �- R *T5 OF TABLE 3.4) i " " , i� NOTE: ' , NOTE: - li Tv? SIMit�SON I-II ll,ii M ' N(2-STY, 5TRU4'1�URE5 c7Ri, !?5E 5/8 D'iA. AAIItOR BOLTS .MtNlhtilh 7" IhtTCs `'. " . C �31/:.3" SC�UA X 51tb'` �1�� AST QED N111• TUP. tFOR GATE .CEtLING AT SI:.OPIN6 RA� U'R" � "51�N�` �'���r i�.JOIST TO HES C�7'IONS t ROVIDE *SIMF I rl�■Iw r it■u SHOE PL. I -STY. STRUGTI -5 ONLY'') li Z, I iNARENDTTO1 t1 7FO1ZOR �1"L 511210" ADJUSTA HAN R. �•� '�•• """""""'"'"` �` t=CIR#BULL LI=N TW suB1 :R. „ BY HOLO 1 SH ARNALLS. fa BLflGK1 'G ; Com_5'tt►17 a) +C ANC BOLT * TO BE LOCATED OMEN 6" MINIMUM TO I �1 • . AT STUD TO FLOOR ASSEMBLY 11111 RIM .JOiST FLOOR EIOWALL NIlt 0 JOIST Ail �,,. ,,� � i2 MA?CIMtUM ' '" ! EMQS At�t7 Com. �TO STUD CONNECTION \ - ii '� (ONLY APPLICABLE FOR TWO�STORY s � TOP PL.. I.. . -s ►CONFIGURATIONS} . *��'"` li- SPLICINGOF TOP PLATE FOR STRAP' - TAS-3.4B1',N-I) "i tI . � { (REQUIREDFOR ALL NEW AND/ORNEWADDITIONS) OF TR'.AP ( "SIMPSON'AT EACH END 5 1 - CONSTRUCTION iDDITI �'= TABLE 3.21 MIS 16 I We CIA.-T THREADED ROD 12 1/2" INTO ° . -" ..., �. "" FOR ALTERNATE •- )4-10 I NAILS AT EA.:STRAP, N r ' t alI CONCRETE W SIMPSON' Et (WIC ) STRTt# ;. *SIMPSON" MIS 16 AS PER MANUI="I 5 MOTS. N I )FOXY ADHESIVE) 4 FOR TEMPERATURES (0 PEG. j TOP PLATE SPLICE TOP PLATE SPLICE (MEETS OR EXCEEDSTOTAL) UPLIFT " To 40 mos I FF.)U E 'SIMPSON' IMI? 1' AT (I-114H STRENGTH REQUIREMENTS EME REQUIREMENTS IREMENT i-1/4 GA. REC�"T5 OF TABLE 5A41 � J. 51'1,.. STRAP CSR ONE 61101Tie SLADON•GRADE ALL OTHER CA31 "SIMPSON* CS-20 l FOR 'i 7 , SECOND - STRAPPING TOC OVERLAP t = � + tNli MCNTMX11wt&`P>VIrB. i=LR, Al7171TtON5 FIRST SECOND FLOOR rr} MLENGTH �s1CN(r"t'.) LENGTH{�r.J 12.13 5'PUI7�3 BY MiN. 12" SHOE 1 L. 1►.r:- 1 21 O S " 12'.O" '-�* • Sl1BF1.R. 16'.O" 4'-0" iB'M+ty'" S`-O" )MOTE. ALL CLEFS t sTRAt AN i E MOU 1TE17 ` - RIM JOIST FLOOR 20'-C!" 5' 7" 20'.O" 4'-0" FROM EITHERALL EXTERIOR OR ALL + JOIST - TYPICAL a POR HALL CONST. INTERIOR, BUT NOT A COMBINATION OF BOTH. STI.VS 0 HALL TO ;ar SEE FLOOR PLANS ' tI" 61-0" 24'.0" 4'-0" -.I SILL PL.. e -.e, ALIGN W/ F.J. a 3/4" SUB FLOOR GLUED 4 NAILED 2g•..Q** T':p" s'..o t 5'-O" - AT STUD TO FLOOR ASSEMBLY • ° , •... . BLC'+CI IMG ► 2x FL. JTS SEE PLANS ;r�� 32'=C1" 60-0" VIII.'•Q" 6'.-O9N TO SILL PLATE CONNECTION . . . A :, 1NSUL. ASI PLANS , . OK t(',.p■ 36'.0“ 7r„0" ,� FOR STRAP' - { TABLE .4B raIIT. t"!-I) , ,°. .r .". 44 �/ • 44 + It < illltl==°AIR "lltll '1 F�,Af�Pil+ t -O 40 .On a -o y AT ! OF STRAP "7iii ii Ii,1 I I, i 'I�'.-- . . .-. littilir sot.o“ 1V-0" .0, 101-0* NAILING AS PER TABLE 3:48 ". , EA. Etc) OF STRAP 1•0" 16'-0" 1 1501.0"•0" 12'-O" 1 !0'-o"tq'-•O" 701-0" I4'-O" " A , �` SO 1T MATERIAL AS PER ELEVATIONSI X . " #' �' N �2 >I'ICI'.t1" 2;�'^O" $4',Q"` 16t-0°" 5TL. STRAP OR MiN• I+kS1 'SIMPSON* 05-2C? 1 TO FLOOR ASSEMBLY �- • {, SPLICE LATE OF A`1•STUD FL i s NAILING 1'IRAPSOR MT512PER TG 1 BLEG 13`1'' "SIMPSON" to I T ICE LENbTa �' TO SILL PLATECONNECTION1111111111111 01004110101111111 - * NAILED AS PER MAA )F'RS 1 EC1'TS. 1� ',e 9111ME TOP ter, ' (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) �■■e� ���► ` ►; TYPICAL • # ,. , a ° •+,-,...#, - ;. �.a--: ! [t"tV i, I�1 LL..�T.� . ,. .� _ i ' FOR STRAP - { TABLE 3.4B 5HT• NI-I) • ' �, • '. ' X41 SEE FLOOR PIAN J . ISCONALENT MOI‘trIt Or PIMA AT EACH END OF STRAP �''' ... "° =111111 ' 24 IlettATCO OM** A emote "ik:L' ! �i{'1 )III r.�. . )III- z "I�� �i ' 7:-. ., ; CANTILEVER ..�� ",A.�L � � �,,,�� .,.��,�� syr U11t-1 ,• Ems` f E , END VIEW secTION " • , q 3 se mrrrr�rrrrr r. NAILING - PI GAT TYt » PRovm RAFTER ' 1 , TO KING A7TA at-tE T FLOOR & ROOF EXTERIOR VIIINDOW I DOOR HEADERS NHEN ALleteb az RAFTERS AND KINGS i "L" PLYWOOD LEN6T1� DIAPHRAGM ACING 5 I _ , :, li (j (REQUIRED FOR ALL NEW CONSTRUCTION)AND/OR NEW ADDITIONS} -TO PLATES LIMITS -- - 3 112 . , � RATIO (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDMON51 PLATE I i l ` /i'' t . Oats moot WF.C.1 T,+rT' oNA E RAFTER 1 be^ tlevtabit I Woe SECTION 3.3.5&3.5.5 I 1 NAILING SCHEDULE 13 t2 3 ,�/ � TO CRIPPLE PLYWOOD NOT SHOP t I 1 � ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS g I CO1 GT1ON H2A OR. FOR CLARITY* 1 11 1- %.1 I E VAL yr STRAP RIDGE . - '0 ,p Nc `a�-nON % M G TAIL �T SOLID 13L.GGICIT 3 �9 ,.�`�..., ROUGH A B; C D -110,, L/ r SCAMS rt31,cJC,KIFI6 2 (SAYS '..""` 414011*,''/' ! 1�:: TYi'• STI�APPIN6 _ • '„ 01.4 r �. ,►' ',/ � 9r 0•-•�.,! ►r, _ �/ H Li. ' A'1HI TO J BACK 048 a.c. ,;, ..--•..., , G� 2XMIN. 2=0 IV 2x4 1 I I , .� t�IAILiN6 A5 PER ;FOI2 FfEA1: R C7R BEAM �,, 1 � TABLE 3.41 SHIT.TI-I n ,.r.`'""r NAILED A5 PER TABLE 3.1 • x , x, .: ti .� (t7 2x4 2 2 2 :^�e ..il/ 5HT. N-It 2001 #"i.F�C..M. Drawer1376 .. .,_ ATTiGiii , " ROt�'REEC1J1tt33 r.......,.. 4�0 I CTA LE .4 OF STRAP' 7 BY: 1111111111 sT ; i THREADED terra (2) 2x4 OR(I) 2x6 ; 000,1."-fr -a/I 1�l.I' SHEATHING, y ic... 2 we i � / O.G. wee # FI St•On f FID 1,40000M") S EATHINAILS f9 6 r.v n JACK STUDS, RE �1�' ' 1 t /�1y� rt. lour (2) 2,6 I3 TO FLOOR FLANS 4110 oth 1--.... Camel Cx?lJp ER fur .00 -ammokivel HOW DOM SEE' i i=tRST 4 � FL. =�o w NOTATIONS:. v DETAILS THIS-SF T 8aa1e If f' .?'. '„"'r. A. i t 2 Ot= SILL STUDS t til *Mt PLAT(DOES1 NOT " ., NOTED I' `1 11111 )1 114 �' fir' ir•- APPLY TO DOORS) ff Ai Notra9 1 ii l -.. �,. ''/� �. ; Tx'F. STRAPPItd6 I B. FULL F�EI+51-IT KING STUDS f4T t EACH 5117E D il11.� NAAIL1NE AS I'EI2 Halt . OF HEADER ,, r BLOCKING 2 BAYSiii i„..... .1.y-... •. 4:.:?...-- TABLE 3.41.3 SHT: M-1 I. SHEATHING AS PART:OF 5E3 �1ENT POEM N G►1 FLOOR rr , " ,. C+ . t.f AT EA. ENCS OF STRAP BE CONTINUOUS PROM BAG:. 0 48" 04. MIN. END 17t5YAN4E NUMBER OF 160 NAILS END-NAILED "HR oueN i 1,00-02. F�t REC�l11 A L TomL ATE OR ATELYI; lit.:lf )NTS.ADJACENT:Klt STU17 TO 1 CIF HI=AADEPZ AT EA HcDETAILS15 sheet 41 � t AS PER MANUF. SIDE . 1 3. RRA TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A G�OWINUOUS LOAD I4IEN AN ATTiC.FLOOR OR IGE1LINt5.DIAPHRAGM IS'USED TO BRACE i ' 4 THE GABLE ENaI�IALL OR A HIP ROOF SYSTEM 15 USED, D. Nkll'i13ER'OF I6i7 MILS END-NAILED TNROIIBfi°i SIRAPPNG BE ADI71T1GNA+L ROOF DIAPHRAGM BLOGKIN6 15 NOT REQUIRED. LL CL AL ADJACENT JACK STUDS TO '`!% 5 T '`�; ° L�uBAt `� �' ' •"L.r DETAIL ; �� i 13\\9c2 ;# J CIF SILLfS) AT EACH' 5117E NOT.APPLY TO ) G520 (COIL( STRAP) - r _. :'._.-.x.i.,..... v.. y{w_v4.w.✓[ta..,a...naYwp.W^"-w Tx°^vx•»... a.e.rt..n nar m.m.... "xr Jr xN. Ntl . M,.e Fo« v-r .+rv..<.+a vYeJ -e+,.. 4 t m •' ...#••r , . • t I , /\/ /\/ / / /\./ ,��G� •k�� cr��RvDI .�w�� EXIST. EXIST. Q� ��::\\\\2: •WALL LEGEND 1COV. PORCH w o ' i I /\/ NOTE: �, EXIST. � DINING AREA � ��'�F3 PROVIDE TECO HANGERS1-3/4X5-1/2 LVL LEDGER BD. BOLTED _��-- '•'�'•'bEXIST. � �TO STRUCTURE w/''/z"O GALV. MTL. \ AT ALL FLUSH CONNECTIONS BATH. �. .. „,) `E REMAIN „ REDIRECT EXIST. :•i �•i KITCHEN „ „ ~�/�N6'yi >/\‘‘� EXISTING WALLS TO B BOLTS &WASHERS @ 16 O.C. VENTS TO NEW w' 2X6 LEDGER BD. BOLTED TO >C STRUCTURE w/-I/2"0 (STAGGERED TOP & BTM.) v EXIST. EXTERIOR WALL v & WASHERS @ 16” 0.C. (STAGGEREDLTS w ` LIC ; CELLAR = EXISTING WALLS TO BE REMOVED PROVIDE CONC. DOWEL -• DRYER VENT TOP& BTM.) • Z N � p DIRECTLY TO FIs TM. •' 'I (#4 REBAR) 12” LONG � � � N � _ .° —� - ?� —71 - w w w � N @12" w .a _ t_____ — f— O cn aU E~ EXTERIOR Z w O.C.VERT.TO EXIST. DC cn NEW WALLS 2"X4" WD. STUDS DRILLED +GROUTED W/ p w O 4,_6„ EXIST. z Z ,..1 z Lo 1/2„ GYP. BD. GFI _ i� NEW O w d U0 a� 16" O.C. HIGH EPDXY RESIN. \ (TYP. AT EACH SIDE) - U (TAPED & SPACKLED D W . LAUNDRY aI ( rz----1 REMOVE EXIST. p; W O Q — — (2)1 3/4"XS 1/2" LVLIDR. ��r 3 COATS MIN.) ROOM - 0_. BILCO DOOR '--i O �' lo a., ON ALL WALLS �I�o , I - . O,, I Q `r° o •o O �+� 'T' U '' 8" P.C. FOUND. WALL NEW 4" POURED CONCRETE SLAB 1 A' 1 Q -0- 1\ \ N -0- ap • _ �_ 8, CEILINGS. A - Q ASSEMBLY AT ,-' r- w „ WITH 6x6 10/10 WWM ON \ - �n SET FLUSH './ .. •-...-.; ....... : .. - . ..•-.; ON 16"x8" P.C. FTG. '-:-1 , „ EXIST. SII N I I w I r- z N o' � I S ENTIRETY a a H x 6 MIL. VAPOR BARRIER ON 6 I •I`-2 -S iw HI `� IN "" a , L v N w H — COMPACTED GRANULAR :': NEW OPENING ' p• +a NEW 4068 DR. _ �� �O . U r 3 ° \,z w _ 2)2„X4" WD. 2"X10" �% oa w U i ^,J, r ,01 X17-1 t' —_I MATERIAL ON 95/o COMPACTED _ .0 0 ( 2 2X10 HDR �, -� „ p 4' w FILL OR VIRGIN SOIL. E✓ �a POST(TYP. z� - it 64 NEW SLAB HT. TO MATCH EXIST. = D — I - NEW - I;_ 'igm 51-0"CLOSET ' . ),. �\/' S 1 b 2 21#,X10" o �~ -I yrs Lr O , CELLAR O -t SHEAR-WALL �,_ r , . ,. a �i, 11---• ' � PROVIDE WATER/DAMP PROOFING -� G I I M O •V HOLD-DOWN IC ACCESS (2)2"x10'- b �o �r ;` NOTE: �' :' " x HDR. 6� . PROVIDE "TECO" HANGERS NOTES: MEMBRANE ALL AROUND 6 I ___ _. 3 p \ � CONNECTION PROVIDE DBL. NLW d 1.) PROVIDE "SIMPSON B SERIES" JOIST HANGERS THE EXTERIOR FOUND. WALL ° • (2),_x/4 _1/2 w o \ (TYP.FOR-ALL) _ 4.' LOCATIONS. p / LVL HDR. 7 I`" — - FRAMING— DN c>- 4 AT ALL FLUSH CONNECTIONS • AT ALL APPLICABLEALL-AROUND NEW%" PLYWD. "� NEW 8" CONC. BLOCK FOUNDATION / ET-FLUS- �. (4)2 X4 CORNER (Ty D SUBFLR. GLUED ■ WALL FILL SOLID,2" DIA. REBAR - WD. POST(TYP. 2.) ALL BUILT UP MICROLAM HEADERS TO BE 2-o O.C. VERT. ON 16"x8" CONTINUOUS — NEW G32 .' — 5 -0„ & SCREWED BOLTED OR NAILED AS PER POURED CONCRETE FOOTING I SHEAR-WALL 3'-0" HIGH RAILING AS PER N.Y.S. • ■. WITH CONTINUOUS 2"x4" KEYWAY / 31-0" / I HOLD-DOWN CODE. MAX. 4" CLEAR SPACING. MANUFACTURER'S REQUIREMENTS. AND (3)#5 REINFORCING BAQA R ° N COLOR AND STYLE TO BE 1TE -1,a Z 00 � CONNECTION PROPOSED ADDITION S „ „ CONTINUOUS ON 95% COMPACTED :t (TYP.FOR-ALL SELECTED BY OWNER / x6 P.T. DECKING& _ 01 M 3. DOUBLE ALL FLOOR JOISTS UNDER FILL OR 1 TON VIRGIN SOIL. (2)2 X8' P.T. I ) STEPS AS PER N.Y.S. CODE • 4 GIRDER (MAX.8.25" RISER) m Q PARALLEL WALLS. „ NEW 4X4 P.T. WOOD POST -c-����_ _ _ ._ -_, _�__ .>_ _ FIRST FLOOR PLAN z ON 12"0 POURED CONC. PIER "r I ■ W W M SCALE: 1 /4"= 1 '-O" wig) h tea 4.) ALL HEADERS NOT INDICATED TO BE MIN. MIN. 3'-0BELOW GRADE. (TYP.) -6„ I-)” 4 (2) 2"x8" DOUG. FIR. LARCH # 2. PROVIDE POST-TO-PIER f 12'-0" \ 2"X6" P.T. F.J. /\/ ,j /U /N/ y CA a METAL CONNECTOR BY PROPOSED ADDITION @ 16" O.C. "SIMPSON" ABA44Z (TYP. FOR ALL) Uel 5.) DOUBLE ALL JOISTS AROUND ALL STAIR , FLOOR, CEILINGCe & ROOF OPENINGS. (TYP.) EXIST. EXIST. Ce RECEIVE 1" R=21 BATT FOUNDATION PLAN EXIST. ���5� OPEN TO ROOF BELOW �„� 6.) ALL CATHEDRAL CEILINGS TO C 5 2 BEDROOM INSULATION WITH 'RAFTER-R-MATE' BY OWENS CORNING SCALE: 1 I4"= 1 '-O" O I T BELOW TO ALLOW FOR ADEQUATE VENTING EX S . PROVIDE ALUMINUM STEPPED BATH. 1 P.-1 FLASHING AT ALL 7.) ALL POSTS TO RECEIVE SOLID WOOD BLOCKING TO PI ELECTRICAL LEGEND 2"xs" WOOD TOP RAIL ROOF/WALL INTERSECTIONS. FOUNDATION WALL OR GIRDER BELOW --ELECTRICAL - -- — I sr. 1 1'x8' FLOURESCENT LIGHT FIXTURE � I I 11i , `'--N +'-� '--�J-��' �-''�I "EXI � I" r, EXIT. 11Iii „LEXIS 8.) ALL CONNECTORS/CONNECTIONS IN CONTACT WITH ACQ. �---2"X4” UNDER RAIL I 'I I� 'I ! (RT.) LUMBER MUST B E APPROVED BY MANUFACTURER III II r [IF : I 1, 1 11 ( ) 2'x2' FLOURESCENT LIGHT FIXTURE , I " @ �lh '� TYP. ROOF CONST•. III ;; ' \ I NEW 2X8 R.R. 16 O.C. AND MUST HAVE A FINISH WITH EXTRA CORROSION RESISTANCE, - Q l h ' 11 1 1 ' !'' HOT DIP GALVANIZED 2"x2" BALASTERS ® 4" o.c. b ', I ARCH.ASPHALT ROOF SHINGLES EITHER STAINLESS STEEL, (HDG) 0 NEW i', AS SELECTED BY OWNER OR ZMAX PROTECTION. 000 CEILING FAN 4"x4" WOOD POST N `� I' II W/ONE LAYER OF 30#BLDG. FELT w ROOF I'I 'I i' I, II _j" 1/2" EXTERIOR GRADE PLYWOOD CDX O2"X4" BOTTOM RAIL j,i 1 Z Ca 1, II III i. 1 1 1 1 O i CLOSET LIGHT CONNECTED TO DOOR SWITCH USE SIMPSON DTT2 - CA L \ ,,I j 'II d' 1 1 1 ~� oPOST CONNECTORCh �� INEW 2 XS R.R. I gui PROVIDE ICE& WATER SHEILD Ib @ Ulull r-1 e CANTALEVER DIMENSION .1 _�, I ���� _ 16 O,C.I IT ir i I MEMBRANE AT ALL EAVES, rte. BATHROOM VANITY LIGHT W/ )i" DIA. BOLTS \ SEE FRAMING PLAN FOR 1 L 1 ,= BATHROOM VANITY LIGHT sEE FLOOR PLAN FOR II I L. 'ti � I' ' V, - '11 RAYES &VALLEYS MIN.24" FROM c — �_ ,I� I II r I !I I ' I I I 1 INSIDE OF WALL W Z • NOTE: ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING GLASS Y 1.-- SEE FLO MATERIAL I1� I'� '� 1 I'� 11 �I I'�''� �� L ,1 1 1 i I�I WINDOWS AS MANUFACTURED BY"ANDERSEN 400 SERIES" OR I _ -O- RECESSED INCANDESCENT DOWN LIGHT (SIZE AND TYPE) I O Q �2"X6" ROOF RATTERS EQUAL. DP30 SERIES. _ P.T. FLOOR JOIST @ 16" O.C. f�I {,�. SEE FRAMING PLAN FOR SIZE _0_ RECESSED INCANDESCENT DOWN LIGHT USE STO- GIRDER DET IA (LOW WATTAGE) _ _ (2) 2"X P.T. GIRDER BOLTED NEW 2"X6" COLLAR TIES 16 O.C. & 0 POST-TO- TO P.T. WOOD POST WITH SECOND FLOOR PLAN ( <x H H uii CONNECTOR - PROVIDE 2 $" DIA. THRU BOLTS � THREE WAY SWITCH (1) ON EA. SIDE MIN. (2) Y2"0 GALV. AT EACH END U w O 0 a THRU BOLTS WITH WASHERS LOADS1. SINGLE POLE SWITCH P.T. WOOD G SCALE: 1 I4"= 1 '-0►► 'TYD ROOF CONST• p,".• Q —~ Ui w DESIGN SEE FRAMING PLAN FOR SIZE ,, Z ® SOC.F.M. EXHAUST FAN, VEN TO EXTERIOR n ARCH. ASPHALT ROOF SHINGLES ^ - - - ---- ---- - --- -- - SIMPSON ABAZ POST-TO-BASEQ ■�W ROOF LOAD: LIVE LOAD = 20 PSF ANCHOR, SET WIN MIN. AS SELECTED BY OWNER ' DUPLEX RECEPTACLE w/ GROUND FAULT ORNCHOR BOLTS SEE N FRAMINGFOR PLAN NOTE: SF on INTERRUPTERW/ ONE LAYER OF 30#BLDG. FELT 4 O DEAD LOAD 15 P .11 • 1. PROVIDE TECO HANGERS 1/2" EXTERIOR GRADE PLYWOOD CDX (r) W Z TOTAL=35 PSF O°M CEILING MOUNTED RECEPTACLE II. a. AT ALL FLUSH CONNECTIONS 2"X8" ROOF RAFTERS 16" O.C. ZI Z FLOOR LOAD: LIVE LOAD =40 PSF Q DUPLEX RECEPTACLE • •II' + 2. USE STAINLESS STEEL FASTNERS SEE a• lam. PROVIDE ICE&WATER SHEILD 0 DEAD LOAD = 10 PSF EXTERIOR WALL MOUNTED FIXTURE, FIXTURE 4 N 2 MEMBRANE AT ALL EAVES, N 1-0 TO BE WATER PROTECTED; OWNER TO SELECT MANUF. TOTAL=50 PSF POURED CONCRETE FOOTING PIER RAYES &VALLEYS MIN.24" FROM 0 - - -- -- - — • d • MIN. 12"0 AND 36" BELOW GRADE COR A VENT V 300 ---_ RIDGE VENT INSTDE OF WALL r:4 W T.O. RIDGE — _®_ Q ' • NEW 2"X10" �� - - • .. RIDGE BOARD �l , �' �1 I-1 a) ' a• . 2"X6" ROOF RAFTERS ,- CONTINUOUSLY VENTED w Q @ 16" O.C. 12 12 VINYL SOFFIT < 2„X6„ C.J. 7 .o NEW PITCH TO MATCH ea @ 16” O.C. \ I 2"x6"ALUM. WRAPPED EXIST.AT REAR ± m 5-1/2" R-19 FASCIA BOARD cn z TYP. DECK DTL. 11 BATT. INSUL. C ai T.O. PLATE 3 TYP. WALL CONST: ,__ l�i!�a�►aG�aJ,.•:alu!.•w!•L?IG�a..!4r..A 4G!Q.�•�•ffi!•!•L!. G.i.r...�➢rJ..!It:!,� s; — - cti L. 0. N.T.S. "� �, 1'% NEW „,,,,,,. .4.4‘.4,,,, , , ,. WOOD SHINGLES TO MATCH EXIST. X12 :iti h s':►, T.O. WINDOW \P -SIMPSON” \(\ LAUNDRY ROOM ►..�Z�,, - j `� "� - Date Revision/Issue W/ 1/2 R-3 RIGID INSUL. . HDU5SDS 2.5 "TYVEK" BUILDING WRAP 1 , _ ��_ �'" / 1/2" GYP. BD. ��41174144 '� r"'x TAPED & SPACKLED5"ALUMINUM 08/11/14 ISSUED FOR PERMIT REVIEW LI 7/2 EXTERIOR PLYWOOD CDX �w w C( ` h" GUTTER& Lao EADER 2"X4" WOOD STUDS @ 16" O.C. x 3 COATS MIN.)ON ALLY. _ 6► - Q 08/27/14 REVISION AS PER OWNER i" DIA. x 28" LONG DIA. x 12" LONG 3-1/2" R 15 BATT INSUL, WALLS& CEILINGS , ANCHOR BOLT AT ANCHOR BOLTS 12" ATTACH HOLD DOWN ;..', 'A CORNERS 6-1" IN FROM CORNERS) TO STUDS WITH SCREWS AS O NEW 3/4" PLYWD. SUBFLR. Ei Is" ank -0; bo 1 -'I Z FROM o�uT)SIDE EDGE SPECIFIED BY MANUF. 2X6 RIM JOIST p AT 3'-0" O.C.W/ 3"X3" '. 0 Et' �' -il 1 / SO. WASHERS 2"x8" P.T. SILL PLATE ON COPPER TERMITE ,1 ''i x GLUED &NAILED • � : _ 11 IV o`` oo \ II`/ SHIELD w/ SILL INSULATION. SECURE w/ %" �'', 5-1/2" R-19 1, o DIA.x 12" LONG ANCHOR BOLTS W/ BATT. INSUL. Drawn By: NN ii 1 c J I, "SIMPSON" HDU5SDS 2.5 "J" — - a� �X oX 0] n' ' ll- II H 1 Zm 62 HOLD DOWN CONNECTOR WITH 3"X3" SQUARE WASHERS ti •• I +:••2P:�•�:•21.•i'.•1`:❖••tl`••-i+1` ❖vt►`i•�i❖2@:•:ti❖f:••••�l� S - T.O. 1ST FLOOR N M.MONTALBANO II o� @ 3'-0" O.C. (12" FROM CORNERS) I1 NEW 1 3/4X5 1/2"LVL p CI r co c 'I •' '� , _ DIA. THREADED I �II , ROD TOP AND BOTTOM NI FLOOR JOIST @ 16" O.C. GRADE Project# I U l l 1 ; ISL' ; ' ' 1a Ill PROVIDE WATER/DAMP PROOFING 111 PROVIDE SOLID BRIDGINfa G • - MEMBRANE ALL AROUN P I @ MID SPAN(8'41" MAX.O.C.) EXIST. ink 14-010 OUTSIDE OF OUTSIDE OF �:3 ® SOLID OUTSIDE CORNERS THE EXTERIOR WALL r FOUNDATION WALL a FOUNDATION WALL \ (4)2X4 WD. STUDS NEW C/E " 8" CONC. BLOCK FOUNDATION r (UNHEATED) MU Scale + ` •---ci \-j '•o 3 5�8" WALL FILL SOLID, DIA. REBAR I� CELLAR AS NOTED M 2'-0" O.C.VERT. ON 16"x8" CONTINUOUS I® POURED CONCRETE FOOTING 11 EXIST. P.C. WALL WITH CONTINUOUS 2"x4" KEYWAY II AND VERIFY EXIST. ' 4FOOTING Date TYP. SHEAR WALL HOLD DOWN DTL. CONT AND 3)UOUS oREINFORCING CB R •��_°\ ; 08-02-14 TYP. CORNER HOLD DOWN TYP. ANCHOR BOLT FILL OR i TON VIRGIN SOILNEW 4" POURED CONCRETE SLAB '� ATCORNER WITH 6"x6" 10/10 WWM ON Sheet# DTL. TYP. DTL. (TYP.) IL.VAPOR BARRIER ON 6" DTL. (TYP. ) N.T.S.N ,T, SCOMPACTED GRANULAR TYP. CROSS-SECTION A/A MATERIAL ON 95/0 COMPACTED N.T.S. N.T.S. FILL OR VIRGIN SOIL. SCALE: 1 /4"= 1 '-0" NEW SLAB HT.TO MATCH EXIST. i i 111-1.11_1-i \\ (---.• ?f at .�`• �‘ �11.__i l LI LIN 1J_ 'N -, f ;w,: 4 i1.J_I_J.l11111�11_I_I_;l-,I-. I ,- %,�, Vb.rr w i_L1.11 IJ-- ILIA .I.1 __l_ l �I-`\ Sj�d'by3 x..4:71 . ,. N / .ll I '1-t !L !ill L11_ a ._LL Lit .{_1L t1 I.1 1_ii-J _1_l1t_`\ * \ ; L ELEVATION LEGEND I ; ._ 1 'Jam.I1 J II-_ , :1- --1 _, Li - - IJL i ,'-I 1y_\I_� ILL 11111 _1� 1 1 I I JI wWQr� t //' Nk, " ._�1 I :l_ 111_111111J, --111 - '_-J_1,L.1 __11 11_ - 1111_,1_: , o z �, �_]__I111 -_ 11. _!l.Ji I,L L Ii 1 111-1-1 .I Lt1L 0 z a z r NEW WOOD SHINGLES TO MATCH EXISTING z 1 1 I 11 I_ �. 11I I �I_ « J v. J..v_ 1 O -, U Q / L11_-1111 I I-11_IL I-I 1.1 111, la _ I I L!1i_II 11 111-' L_ ' _1�._I LY ''III Ili H ¢ ' oz �' g' 3o YEAR ASPHALT ROOI SHINGLE 1 1.1.11-' __Ll1.1.t i_al I Lui LI1_-�_-J1\I�L.LLJ_1_ 1It ___-L\_-111- 11_ d x a E,, i. 1-1 COLOR AND STYLE TO f3E SELECTED BY OWNER. 1 �l�_1 -- \ \\\ ,\_' - \ -__i-1_�!J U 11.1_1�_Ll- aQ x U a 4 1 11 1 - -- -- i 11 ll__1111.1�.�1w_1 J 11 - - 1111 I _ \ 1 ' ILLI\ ` H w 1- J�- �� 1 �.i�I1 I l l! Q ¢ H CONTINUOUSLY VENTED VINYL SOFFIT. I I �J_I_!_l I I I 11_11 ,111 Li-IL. LL_ _ 11 is 1_I1_111_.11_'I.1-L_v_IILL-II..- I_III__1, \ - a w k II .� J_._ 1_ _ 11\\:1L\ �� _ 11111/, Lt, \ C13 0 U H �� Lll 1 �:__ \ H � Q � J� J1_J -----J 1 _�_1-11!_1 �-' w L_ 1 I_J LIL 4 CORA-VENT V-300 RIDGE VENT Am�.. �� L L - IJ1�ll_I_�Il_1 LI ll_1 �!._1l_l�.lLII�J I JIJ1� SHINGLE RIDGE CAP - COR-A-VENTlnl�ll�.:���!;__ ���_ ����� ,I!l\IJJ_i11� 11_.1 _l�!I I\ JI11 . 1_11_11_11, !�_1,__ILI! V-300 RIDGE VENT !�� i �.,�1L 12_ I - I1\I_L1� L U_�1IJ l 11-1�J� �11- LL1.1 -1 J--11__� lIJ J\L1--l-I 11_- k \��, �• �� 4 Id II. �, 111 I u 1,1,1_11_1_1� 11 l_»\111 1111\\l_11 X11_ 1J ILI, - 12 , { ' rGI.,. 2x6 ALUMINUM WRAPPED FASCIA BOARD. 41100111130111111111111111., 1�71111 I I II d L1_ LI LI 11 11 LI__ I \ NEW PITCH To MATCH .11111111IMIIIm111�i►. ��_L��J -�l_1J 11 _LLQ �_L11_JI_, J�.1�L 1 ll L11 I I 1 I1 � _III � � � � �, 1, 5" SEAMLESS ALUMINUM GUTTERS AND LEADERS EXIST. AT REAR II1111rI1111�I1111r11111�11111r11111�1�_ \J1_ _��'��-11111,11 I - LI 111 v_.1111-J\-11. 11 1 SHINGLES ,�♦♦♦� ���� ' EXHAV • 11�■ /I������r� ��r�Mssi1r1�. u u L- u u i u 1 1 r i u 11.1-,u ,J a lilt o 11 1 i u u T i u II f I I ,I 1 , i' I t • 6 DOWN TO NEW CONCRETE SPLASH BLOCKS � ict _/ AT GRADE. (NOT SHOWN FOR CLARITY) ■-----■-----■-----■-----■ I FELT PAPER +♦♦♦� ����� . ROOF SHEATHING r.,)--/ 1. 111�11111ii.. l _ LIIJ_.L-L1J .1____.1,_11__ If L ..,.. I, [ PROVIDE ICE & WATER SHETLD MEMBRANE .■1■1�111 1 111 I�III�III��k►..�--, J--LI L I I I- I I ' ' 1 I I I '. 11 '1_ ♦♦♦♦ 7/8" . in I (re AT ALL EAVES, RAYES t VALLEYS 11 111 1/11111/11 111ui1111ri111a�\. -k ,_1.11. _Eli II-I ♦♦♦ En 1/;'�111/1�11111�1111 111�I1111■I1 Obis. \\'1 _ 1_ -�I- '''� 1 1 l_IJ-I ! ♦♦♦ ��� 0 w 00 - I I I I I mit I I J_I;- U �'I 8 1X9 WOOD TRIM BOARD TO MATCH EXISTING m111�11111�11mn \ 111r11111�I1111 - 12 ~1 ♦♦♦♦, , , a IIIm1 nimin r11 11r11111�111 _ __[ 11111 u-�J.111J-JI 1 LLI � 'yam RAFTER � rd • 1 I 0 1�1111all 1�'�� J.L_I\1 1 -- _LI -L� �J - �" 4 r ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING GLASS _, , �ll I (� Z .-. "ANDERSEN „ 111�11111�11111`-` � `i:�11111r111111 '- -- 1_,�_1 I _L.�_1L_ '11-,�-1 l -A F 9 VINYL WINDOWS AS MANUFACTURED BY 400 SERIES I I11mI1� I 1 I VI 111111111111 �1_ I- i_�.\1 RIDGE BOARD ■ W r.�a m OR EQUAL. DP30 SERIES 8 41111111111.11 I1 III I 111 111111 0 I ~\l I��JI:�L._I .11_l� !: .-1 Ll_I 11 O x a PROVIDE ALUMINUM STEPPED FLASHING AT ALL 11111I11111111111N I n I 11 11 U _I -i- 1.11 IL) ,I1�i-1L'il \I W -+ .. 1 1 \ 11111111 111111 Ili---p---41-1..;. „ ;; . II II 1 111 11 1111 ,J-L LI_:�I_ 1111\,1-\.1 I Li J w ROOF/WALL INTERSECTIONS. 1 �mant ii4 �I 1a� 1 1 V 1 11 il 1 Im L�1 0 E-i '' 1r1111111�1i -� .: ,. RAFTER DETAIL I 8" CONC. BLOCK FOUNDATION WALL 1�._ ce 1111 14 I I I e cc ,. 0 NEW 5/4"x6" P.T. DECKING &STEPS AS PER N.Y.S. CODE (MAX, 8.25" RISER) I I 1 LJ I � LJ CI I i,; 40 NEW 12"0 POURED CONC. PIER MIN.3'-0" BELOW GRADE. (TYP.) I TYP. COR-A-VENT V-300 DTL. 3'-0" HIGH RAILING AS PER N.Y.S. CODE. MAX.4" CLEAR SPACING. a I \ I N.T.S. II 1 A COLOR AND STYLE TO BE SELECTED BY OWNER -I REAR ELEVATION (EAST) SCALE: 174"= 1 '-O" C/) z 0 E-+ H ict - Rill _\ = W - __ - -- - - Q � z Z Z pH W 0 �o - 4" VTR - - = r W c,..) L) ,___IP4 um rt -2.' v 2x3 INC - - Q °a o> ROOF LINE TIr1G 2 -r ---- ZEX1.`•S- ALL DRAINAGE & VENT PIPING SHALL COMPLY WITH w 1""GZZfa-:,- III ALL LOCAL BUILDING CODES. DOMESTIC WATER _ I II -1 PIPING SHALL BE TYPE "L" COPPER, TYPE "K" _ I II WHEN BELOW GRADE. DRAINAGE, WASTE, & VENT t"'4 o I 11- ABOVE GRADE SHALL BE SCHEDULE 40 P.V.C. 4 -_ _ blcn >u) 1-1/2" OR GREATER. 4 * .� Ilw <lw NOTE: - - - - - PCS Xi II \r NEW FIXTURES TO COMPLY W/ NEWCIO _ co CI Liu) Lc),II YORK STATE D.E.C. REQUIREMENTS FOR \ CERTIFIED WATER SAVING PLUMBING _- =_- = - - - - aa)i L. FIXTURES 7 - - Ts FLOOR LINE \ _ _ - 01- a _ --_,.- -==--I- -_ - 0 r z .m..1,7<--....„, o -� c I I _. 3 CO EXISTING 4" C� 1/4" PER/FT =_:-__- -_ - - - 0iii 111�1■111�1■III�I�IIIm11 ow 11171, 410 o a EXISTING 2__--- - \ -_ -- _ -- -- 1m111i1■1ai1i11111i111 11111111 11/111111111i111 I -- _ _ - _-r --�- __ 2 _ - _ I wan IIIII111rIr1111 SIMI Y _ \ illDate Revision/Issue 111/11 r1�11lmlllM 11111 11m11 i2T \ IIIr mmalma I1111111/111I11 11111111111m I "TR_ 08/11/14 ISSUED FOR PERMIT REVIEW 1 1 �z l Iz 12����1_II i 1 [I III 1 11_i11.11' I 1 ISI 11111 ■■■ Im11111111111 t, I IF h cncn 9 ____ �; j IJ 1 II 1 111�I11111111 MIEI 1111111111111111 IN 11111 9 08/27/14 REVISION AS PER OWNER 1c >_ Xaw la I � _ F- c�1- Qx w w I z 3 11�_11 �.1 `1\; 1J VJ_ I 1 = I = I 11■11■1�111 1 Imo x m1 �Iw w I o �- /- -- F.A.I. 1 1 I�. I 1 1 1 !Li aW `�\ 1;11\ 1I, L_13I1 - - 1111 1111111 1 -�/ ) '17 I' 11 � 1 1 J �!-1 11 _ HU1 _ I_ JJIJ I _ LI IJ HU IL 1111 Ili _I I _ _ 14 111.1_1111_Il 11____ HI I I 111 1 14 1 FLOOR LINE -I 1_i-_._L,L L1LI iJ! _ I U L 11111101 Drawn By: 2" 0 ,' LI _I _1_ • L_.11,Lli_i_1_I\ , l . • • 1.11 I LI_ _ILI LI _ x_111 .1_- • \ M.MONTALBANO III111 11 11 III 1 II l' T1 11 I I ( �� CO► 1 \ v\ _\ TO EXISTING IProject# EXISTING 4" © 1/4" PER/FT �r SEPTIC SYSTEM > I 1 I ICI I I N12 14-010 0 / I I I IID I L I 1 1 I I _ _I I L J L Scale 0AS NOTED PLUMB RISER DIAGRAM ; - Date 08-02-14 N.T.S. Sheet# SIDE ELEVATION (NORTH) SIDE ELEVATION (SOUTH) niN. r3 2 SCALE: 1 /4"= 1 '-0" SCALE: 1 /4"= 1 '-0" 1 II