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HomeMy WebLinkAbout39942-Z �F�l'�laG Town of Southold 1/24/2017 P.O.Box 1179 .�C*3 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38792 Date: 1/24/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 940 Woodcliff Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 107.-840.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/14/2015 pursuant to which Building Permit No. 39942 dated 7/14/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING COVERED FRONT PORCH AND REAR DECK, AS APPLIED FOR The certificate is issued to Mccaskie,Ronald&Mccaskie,Teresa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39942 01-05-2017 PLUMBERS CERTIFICATION DATED 12-02-16 Surf Plumbing LLC Ohood Signature Y TOWN OF SOUTHOLD o�gOFEO(,�COG BUILDING DEPARTMENT co TOWN CLERK'S OFFICE oy . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39942 Date: 7/14/2015 Permission is hereby granted to: Mccaskie, Ronald & Mccaskie, Teresa 940 Woodcliff Dr Mattituck, NY 11952 To: Additions and alterations to an existing single family dwelling as applied for.Replaces BP# 38202 At premises located at: 940 Woodcliff Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 107.-8-10.1 Pursuant to application dated 7/14/2015 and approved by the Building Inspector. To expire on 1/12/2017. Fees: PERMIT RENEWAL $818.40 Total: $818.40 _Building Inspector zr-""- TOWN OF SOUTHOLD FFOLirea BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38202 Date: 7/24/2013 Permission is hereby granted to: Mccaskie, Ronald & Mccaskie, Teresa 940 Woodcliff Dr Mattituck, NY 11952 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 940 Woodcliff Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 107.-8-10.1 Pursuant to application dated 7/18/2013 and approved by the Building Inspector. To expire on 1/23/2015. Fees: SINGLE FAMELY DWELLING-ADDITION OR ALTERATION $1,636.80 CO -ADDITION TO DWELLING $50.00 otal: $1,686.80 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 I% 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-conform ing 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 lnspector`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 $15.00 / Date. New Construction: COld or Pre-existing Building: (check one) Location of Property: ( Yd �✓�G/�� �� 1,,2," ;A� Al 461�11 House No./ Street Hamlet Owner or Owners of Property: �10+?�/ ` �!'�s4 '1�GS 'G' Suffolk County Tax Map No 1000, Section 10 -7 Block Lot /0. Subdivision Filed Map. Lot: Permit No. �` Date of Permit. 7 it', Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate- Final Certificate: (check one) Fee Submitted:$ -� Applicant Signature SOVry®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road C Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 .® • yo roger.riche rt(a�town.southoId.ny.us lyCoUM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mccaskie Address: 940 Woodcliff Drive City: Mattituck St: New York Zip: 11952 Building Permit#: 39942 Section: 107 Block: 8 Lot 10.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Beach Electric of Quogue License No: 4025-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200A Heat Duplec Recpt 57 Ceiling Fixtures 23 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 10 Wall Fixtures 8 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt 3 Recessed Fixtures 76 CO Detectors 3 Sub Panel 1 A/C Blower 2 Range Recpt Fluorescent Fixture 4 Pumps Transformer AppliancesIq Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 20 AA Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 1- Whirlpool Bath, 3- Exhaust Fans, 4- Paddle Fans, Electric Oven, 4-ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: January 5, 2017 0-Cert Electrical Compliance Form.xls O�SNFF01lf�oG y Fax(631)765-9502 Town Hall,53095 Main Road O Telephone(631)765-1802 P.O.Box 1179 Suuthold,New York 11971.0959 BUILDING DEPARTMENT DD TOWN OF SOUTHOLD JAN 1 1 2017 BUILDING DEPT. CERTIFICATION TOWN OF SOUTHOLD Date: Building Pen-nit No. nn � Owner: 1` co s kl P (Please print) Plumber: Suc � P�v.rv.b�`V1 LL _ w (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day o , 20 BERNADETTE DeANGELIS NOTARY PUBLIC,STATE OF NEW YORK No.01 DE4750311 SUFFOLK COU%1y Commission Expires June 30,20 Notary Public, County ti 3 rJ 2,-a OF SO//l 0 9 COU TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION F DATION 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: C DATE INSPECT-OR - o�yCOU ,� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FO DATION 1 ST [ ] ROUGH PLBG. [ ] UNDATI [ ] INSULATION I [ FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r DATE INSPECTOR ho��OF SO!/lyolo AV �o ,co"/ TOWN OF SOUTHOLD BUILDING DEPT. 7654 802 INSPECTION [ ] FOUNDATION IST ( ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL- (FINAL) REMARKS: DATE 6 93 I INSPECTOR r SO(/Typlo �'YOOUM'l,Ncc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ROUGH PLEG. I I F ND TION 2ND [ ] INSULATION [ RAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0. DATE INSPECTOR2 ,�'; SOUIyo{o �y�0UNVI TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE /l / INSPECTOR pF SO(/T�, �Jv cOUM`I,� TOWN OVSOUTHOLD BIJILDING'DEPT. 765-1802 FO INSPECTION' - [ DATION IST [ ] ROUGH PLUMBING [ ] 0UNDATION 2ND [ ] INSULATION- [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ® ts3b 9 t DATE , -fir— INSPECTOR Of SOUlyolo l � • �o gv ���L ��'�coulm e TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE ANSPECTOR t hod olo �yUOUNTV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [/] NSULATION FRAMING / STRAPPING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ovz- W:6K"- d`7�Qi �/L tnJ N r eM)d^- DATE 1 INSPECTOR FSO - -- - - - 0 UTy� s �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2NDVFINAL ULATION FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA REMARKS: WW rov✓ V ov Ate/ c 4 0 - Ve4m% h l h/ V�/j DATE INSPECTOR wine MM:QvI • W _ � �. J► _' lir ' WWAMP , M --- J PLUMMING a __ � f.....�T✓a' .:ice/ • L...R_ __ _ fJA. WAWA " � . WA ), 8� ['mi l , M. allMAa � e`er: �AMAI �f r_ori • -- ---- - — ------ --- -- ----- Imom � WAWA U ' • �� ����ice! �� �,__s-��" /_ _ � �- e.► �� `� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDsIN 0,I)EPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Surve SoutholdTown.NorthFork.net PERMIT NO. 9 � y Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 f - --�" �;,� '1777 Storm-Water Assessment Form J-2 Contact: Approved ,20 l� Mail to: � zoo U Disapproved a/c OL q Phone: ! 3 9J-5— Expiration $aExpiration 120 OWN OF Sp_ TN LD 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. eJ 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 i S 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) Geo wooLiGl`c '- �r� 4ttl (Mailing address of applicant) (062- State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises kyn a. d -f- -Fe ll-eSc— M C-�C-d 41 i± (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: I�� rt; ��� WcLA�R� House Number Street Hamlet County Tax Map No. 1000 Section 110 `7 Block ®e Lot ®Q l Subdivision Filed Map No. Lot . a 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S 1:nom le lc:�, .,,/y �eS b. Intended use and occupancy 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 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 132 r �// ; Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front��t "� ��Yz Rear Depth i'2- ` 71ie- N Height 2 S Number of Stories Z- 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front `� Rear / ® Depth l 10. Date of Purchase ��i`'�` �% Name of Former Owner J 7L'21 1/5,o 11. Zone or use district in which premises are situated y� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO /d Will excess fill be removed from premises?YES NO 14.Names of Owner of premises ICpraUe.fLaG kddressOtgO%,Joo kW—Dvr, Phone No. Name of Architect 5LuV-gT�-,U u 06Q.t 6s.- Address F 6 Od JA7-, �PJ1 No v, - 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSV IL DY�1& C) C it being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of -J1APj 20 1 MEi.AbViE V.BROWN Ndary PMc,State of Now York Not ry Public No.4908712 Signature of Applicant Oua6ltn Lou " OJ3 ��nmbsion 0�.19P Town of Southold - Chapter 236 - Stormwater Management dol �,• SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) ; APPLIPANT NAME nar-Agent-C nsultanI ContractororOther(Circle One) Property 0 :(IfDlffeen hanAppllcanI Address: % © !n/ © Address: ( Telephon r rp3�s'� �Fa/x#/ Telephone#: �a g_ 1" Fax#: E-Mail: J� y061/ E-Mail: 11 L J Property address: /�/ / Brief Description of Construction Activity,Proposed Structural BMPs,Soil /1/`ly�f k�( � Stabalization BNIPs,Project Scope and/or Sequence of Construction Activity S.C.T.M.#: 1000 /,0 District Sea— slock Lot (Provide Additional Pages as Needed) p p 1� P!`3 Name of Contractor andlor Contact Person Responsible for Implementation of SWPPP: W.. L• _������- - _ C>96t _..________________ Address: •--- -_ .__». _ Telephone#. Fax#: -.,••�r _.... ----,--_._....___. ___...,_.._•.-----_- s E-Mag: me ns s sible for Installation& aintenance of Erosion Control Practice: � ' � Na �,erso Address: •f _-_Ss�! /f`__O�/__ __...,..t..__..._..,.____Telephone#-.#: Fax M. E-Mail: ni Total Area of All SG �,S Total Area of Land Clearing ..�^ "'-"'"�"___________________________.......,_....,_,._._-.__ Project Parcels• /✓ and/or Ground Disturbance ---------------_---------------- --------- 4(.F J Tae (S.F f A—) Project Duration: Start // End -. .--____- -------------------..._ _._...,.,-.-_-- (Anticipated) safe: 3 ( 3 Date: �� t i (N—bor of Caiender(Jays) Will this Project Disturbe five(5)or More Acres at Q Any One Time During the Proposed Development? Yes No ----------- ___.._ ..__.------------- IfYES:PleaseAnswertheFollowingl --------- ••••- -••..____. ,._. _,,..__..,.__---_-__-- a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site O = List the NAMES or description of all Potentially Impacted Waterbodies andlor Wetlands: Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately Identify All Temporary and/or Permanent Soil Stabalization Measures? Yes No "- _--_--------__.__._ _.._....,.... ._. ____._. .__._ I d- Does the SWPPP Adequately Identify a Complete ----------------------•---- -- _ - - - --- Project Phasing Plan? Yes No Status of impacted waterbody:(eq.TMDL,303(d)Listed,Impaired.-) e. Does the SWPPP Indicate Additional Site Specific = Practices that Will be Utilized to Protect Water Quality? Yes No I. Has the Applicant Submitted a Completed DEC Notice Fype of Impacted Waterbody:(eg.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland..) Of Intent and SWPPP Acceptance Form for Review 7_1 U by the Town of Southold? Yes No --- 6 . S7'A I F.OFNEW PORT:, .5-4 No.01 BU6185050 j COUN11f OF...........................................SS Qualified in Suffolk County (0h�f��, �� � �; Co mission E ares April 14,2-01 C y . That I.................................................................................being duly sworn,deposes and says that lie/sIe is the applicant for Permit, (Name of individual signing Document) Andthat he/she is the .................................................................................................................................................................... (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or bave perforn-led 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 i that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ..........................,f..------------.d1y of......---T. ` -.._I.....@..........., 0 -3 Nota :.4 Notary Public: . !!v�{'....... ......._ ��-1✓ �..... ..... .............aa......................................... (Signature of Applicant) SWPPP Assessment FORM: 03-12 i S0�/ly 01 Town Hall Annex > Telephone(631)765-1802 54375 Main Road ,,aaxx(681}76 �5Q P.O.Box 1279 Q r0 er.d herf Lown.sou 0 .n .US Southold,NSC 1197I-0959 ' BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: S o rv"a_pn Date: Company Name: ` O Name: License No.: 40 Z L Address: Phone No.: -- 3 O S J JOBSITE INFORMATION: (*Indicates required information) *Name: L° *Address: O �oC�(4 r v . 1 *Cross Street: C" i *Phone No.. 31- W -3 1 y Permit No.: Z G 2- Tax-Map Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ' (Please Circle All That Apply) *Is job ready for inspection: Y NO (Rough in Final Vo-you need a Temp Certificate: Y S NO I Temp Information(If needed) *Service Sizer 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Undergroun Number of Meter Change of Service Overhead,, Additional Inform - ation: F 1FM 'F- T ION H UV RF"EA, ' 13 �G 82-Request for Inspection Form OY✓ BLDG DEPT � ✓v"� TOWN OF S0UTH0LD �2� j . � I y E S ; i 44 r 3' i 4 ` 1 y M :f 4 a�", tea sem ,:""t. 4 t¢ � i NT 5+_ • R f �K Fd _ TM N WILLIAM G. 1' CARE SURVEY OF PROPERTY AT MATTITUCK �oS1yPN TOWN OF SO UTHOLD SUFFOLK COUNTY N. Y. 42 40 N �� 25s G o 155$ 1000-107-08-10.1 1 1 ,�0� E p2W SCALE.• 1'=30' rn 1•A2 x - SEPTEA48ER 16,- 1999 JULY 3, 2013 (UPDATED & PROPOSED ADDITION) 1 pE'rR FEN 5. N Z x o.55 Y 1 0.5w r• x w Asc x �� c seP"p m t3 COIR a U-14 G CZ °HOUSE) e 5 412.6 (PORCH) m o �in �'9l• � fi� z \` AgO'�E 25. 70 0 0 �� \ '\•• ' , Fav,, m n POOL❑ POOL FOP. l Be D) i N 41.9 - FE 48.8sl' Tra 1 '' SAD F� 9920, , ^ y��• DR � fa N. YS LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION ECONIC VEYORS, P.C. OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX 631 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL_C_ERTIFlCA77ONS_ r� HEREON ARE VALID FOk THIS MAP AND COPIES THEREOF ONLY IF P.0. BOX 909 AREA=35,865 SO. FT. SAID MAP OR COPIES GEAR THE IMPRESSED SEAL OF THE SURVEYOR ■=MONUMENT 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. *=PIPE SOUTHOLD, MY 11971 99-330 REScheck Software Version 4.4.4 LVJ Compliance Certificate Project Title: McCaskie Renovation/Addition Energy Code: 2010 New York Energy Conservation Location: Suffolk County,New York Construction Type: Single Family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area Percentage: 13% Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: Woodcliff Drive Ron&Teresa McCaskie Salvatore lannone Mattituck,NY Woodcliff Drive Salvatore lannone Jr-Architect,PC Mattituck,NY P O Box 672 Remsenburg,NY 11960 Compliance: 4.8%Better Than Code Maximum UA: 541 Your UA:515 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 Glazing • • Door UA Ceiling 1:Flat Ceiling or Scissor Truss 1,214 30.0 0.0 42 Ceiling 2:Cathedral Ceiling 642 30.0 0.0 22 Wall 1:Wood Frame,16"D.C. 2,120 15.0 0.0 163 Wall 2:Wood Frame,16"o.c. 1,175 19.0 0.0 43 Window 1:Wood Frame:Double Pane with Low-E 371 0.310 115 SHGC:0.00 Door 1:Glass 54 0.320 17 SHGC:0.00 Door 2:Solid 41 0.500 21 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,950 19.0 0.0 92 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.4 and to comply with the mandatory requiremen s listed in the REScheck Inspection Checklist. COA Cid :tx to()01�JJ1 Z.Q 6 Name-Title SigPture Date Project Title: McCaskie Renovation/Addition Report 06/08/13 Data filename: C:\Users\SAI\Documents\REScheck\McCarthy Addition\McCaskie Renovation\Addition.rck Pagel of 1 1 REScheck Software Version 4.4.4 Compliance Certificate Project Title: McCaskie Renovation/Addition D 2 L� Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single Family DEC P 2013 Project Type: New Construction Conditioned Floor Area- 0 ft2 Glazing Area Percentage- 13% BLDG DEPT Heating Degree Days: 5750 TDwN OF SDUTNDLD Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: Woodcliff Drive Ron&Teresa McCaskie Salvatore lannone Mattituck,NY Woodcliff Drive Salvatore lannone Jr-Architect,PC Mattituck,NY P O Box 672 Remsenburg,NY 11960 Compliance: 2.8%Better Than Code Maximum UA- 541 Your UA:526 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a mimmumcode home. Envelope Assemblies Gross Glazing 'Assembly Ar-ea or Cavity Cont. or I Door ILIA Ceiling 1:Flat Ceiling or Scissor Truss 1,214 30.0 0.0 42 Ceiling 2:Cathedral Ceiling 642 30.0 0.0 22 Wall 1:Wood Frame,16"D.C. 2,120 13.0 00 174 Wall 2:Wood Frame,16"D.C. 1,175 19.0 0.0 43 Window 1.Wood Frame:Double Pane with Low-E 371 0.310 115 SHGC.0.00 Door 1:Glass 54 0 320 17 SHGC:0 00 Door 2:Solid 41 0.500 21 Floor 1•All-Wood JOIStfTruss:Over Unconditioned Space 1,950 190 0.0 92 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.4 and to comply with the mand ry requirements listed in the REScheck Inspection Chec list. �L tiJ.�rt<� �.� D•l nl�����-- Name-Titlena ure Dat Project Title: McCaskie Renovation/Addition Report 11/26/13 Data filename C:\Users\SAI\Documents\REScheck\McCarthy Addition\McCaskie Renovation\Additlon.rck Page 1 of 1 TTHRU THE ROOF TYPICAL 3. DA rH#2 2" BATH#4 W.C. 2" 2'. *2" 21- 21' DA rH#3 UND 0 - 13A rH#4 51M FlwCt L'2wW TUD C.0 .......................... F.A.I. To EXISTING RISER DIAGRAM N.T.S. y SANITARY SYSTEM p (s) Q?o Le end : l EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED CONCRETE CONSTRUCTION wlNDo�v SCHEDULE ap THE FOL-1-OWING WINDOWS A5 tJflnt 0Y f!NDEF_'5=N rO Dt=400 5t h'1�5,Wt1tr EX7TV10F, NEW FRAME CONSTRUCTION D D I v PRE r-1N15/IED FACroRY/Nrt P/OP WNITT,WNIrC 11AVDWAFff,HIGYI PEFFOl:MANGE LOW E 61_/155, v EXTEN_:/0N JAMP,SGREEN5,5IML L/irt=D DNIDCID LlrES W17-HSPAGER DAPS. HARDWIRED SMOKE DETECTOR ROH Ron MODEL# NorES 1. 1_'-Iv 1/8" 4'-8 Z/8" 752846 Nt-W DOUPI-E HUNG W/TOP GRILL 3'Z l/8" 4'-8 Z/8" 7b"✓3096 NEW DOUDLE HUNG W/TOP GRILL - 3, Z'-101/8" 3'3 7/8" TW2836 NEW DOUDLE HUNG III//TOP GRILL HARDWIRED CARBON MONOXIDE DETECTOR _ 1T 4° 1,I'0" 4. 2'-0 5/8„ CM - 2'05/8" A21 NEW CASI:MENTW/GRILL >'- -" 4'-4�/8" 7LVZi042 NL W DOUDLI HUNG W/TOP GRILL 6. 2' !O 1/8" 4'-4-715 11 TW2842 NEW DOUDLE HUNG W/rOP GRILL EGRESS WINDOW (5.7 SQ. FT. CLR WITH 24" ' 4 2 NEWDouDLEHUNGw/roPGRIr_L fid' •_ MIN. VERTICAL AND 20" HORIZONTAL OPENINGS AND WITH 44" MAX. SILL HEIGHT '' " rv'o, ° - -- FROM FINISHED FLOOR). DooR 5CHEDuLE 1.36"X 89"t:NTRY DOOR A5 MADE DY 5/MP50/W WITH 750 24"X 84"CUSTOM 5/DELlrES,06vNER l5 T-0 SCLFCT DOOR,5/4"THICK JA-10 141101/10'M'ANOGANY SILL,LOW E Gl_AZ_ING,WEATHER STRIPPED m , 2,32"X 84"ENTt�'Y DOOR A5 MADE DY 5/MP50N,Ol1'NER l5 TO SC=L�GT DOOR,>/4"JAMD 61'ITN 2" THICK MA10GANY 5/I_L,LOW t-GLAZING,WE1JFf1 F 5TRIPPCD THE FOLLOWING DOOR A5 MADE DY 11NDER5EP\1 7-0 DE 400 SC=R/E5,WN/TE EXTERIOR,WMFF FAGTORY </ INTEPIOR FlNl5N,CHECK HARDWARE SELEG7_10N WR-11 OWNER,1116N PERFOPMANCE'La I/E GLA55, — EXTENSION JAMDS, PROVIDE EX7"EN5/ON JNIP_3 'TO ALLOW DOOR TO OPEN 180 DEGREES, SIMULATE DA/IDED 1-17-E5 WIrtl SPACER DABS NEW WOOD DECK ROl1 Ron MoDEt# NOTES (514 x 4 vecKM) 3 8'-r T-O" 5061 1 NEW P111R OF SLIDING G1-A55 DOORS P -mr FOLLOWING INTERIOR DOORS TO MATGN EX15r1N6 HOUSE TO DE 1,-"MDI-A5 MADE DY TRU STILE. i W107-11 HEIGHT MOPEL# NOTES U 4• 3'�%" �'O" PAIR OF G1-05E7_DOORS 7'-0" PASSAGE DOOR 8" �'O" PASSAGE DOOR -4" T-O" PAIR OFGL05ETDOORS -_-_. ------ 8. 2'-8" '7'-0" POCKET DOOR 8,-0, t l ) - L SL I IN WINI W--------- tXl T lN6 WlN_)OW 9, 2'-8" T-O" 5CLF CL051NG 45 1'11N.EIRE DR,ff JAMD 11 6' is-- ---------•-•-•--•-•-- OOU 1 I IIT q,lr, WG j 80611 1:13r ! I o O 0xATH NG _. EXIST1 4 RE I UAPPOVER AS NOTED ROOF OVERHANG A VE __ ___—_ `\p I:EMOVEExI5T1NGWALL ' EXISTINGr-- ---- --- -e _�,,,, -N- ------- ---- �tivu'nil�� �" O � e DEN�r'?l-r l NUIJ a OUP NUN HOn " DATE: ' B P # _ � Tbv- _ 4/ 71";/'5 6 0 / ? N I —iN FEE: /C:5-,-"„ BY:. 1 NOTIFY BUILDING DEPARTMENT AT v ENLARGE KITCHEN IN NOTE: , N� 0 rSD w,^ 765 1802 8 AM TO 4 PP�1 FOR THE O('CUPANC (gypNEL'✓FINISH FLOOR TO <' " C v �" 11 V iVRW SD NtV✓DDOR ROOF OVERHANG A VE FOLLOWING INSPECTIONS:MArcH EXISTING HEIGHT FOR POURED CON f 1. FOUNDATION - TWO REQUIRED USE IS UNLAWFUL CRETE ! r.. Cl— ENOVA E NEW i s ' ' ! 2. ROUGH - FRAMING & PLUMBING WITHOUT CERTIFICATE I9 ( JC 1 N EXISTIN ISLAND uP I 3. INSULATION C0 BATH 3 ---------------------------- ------------ ------, 4. FINAL - CONSTRUCTION MUST OF OCCUPANCY 1 I _ BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE 11X0VF_ , REQUIREMENTS OF THE CODES OF NEW u, EXISTING BE'�R�"=.r`OM -4 0 I� �� �- N TUB 0 YORK STATE. NOT RESPONSIBLE FOR f DESIGN OR CONSTRUCTION ERRORS. ° m '! "i SD 39'X 84' NEW DOOR O TRIMMED OPENING –IN © � cm — PCcXt_r COMPLY WITH ALL CODES OF OPEN-� OPEN � SD 52'XI NE1d sTAKt — DRY Door NEW YORK STATE & TOWN CODES 4' - --- --- - -- /01 AS AS REQUIRED A49 91Tf9N6 y i TRIM / eCL � Was NEW _0-5"x6'-z°r>;°rNrIrnor�cr:crlf-I c, r =,r "LAUNDRY i I OARD 0�: ROO NGIV' TAikS CN ITLJ(11 n Tnten.i rn�n�rrES ' U > „ ' EXISTING N ....-- EXISTING Di1`I1NG : n 2 CAR GARAGE IN I ,, ENLARGE o ROOM „ ' VE STM SLAB) FOYER ca"-o'cE>LaNG >GNn 'LUMBER CERTIFICATION EXISTING LiVI GROOMON LEAD CONT _ W-A9EFORE — G O NEW CC:RTIFICATE OF OCCUPANCY MUD ROOM SOLDER USED IN WATERx � 111 i _ Y SYSTEM CANNOT ` `�o q z UP S_l;"rl ' r r ill t G (D I^1 �iLCO O Y b X C E 2/10 OF 1%LEAD. �S%'Il ) c) _ O Q) SIDE L16N7 SIDE LIGHT �� 24 N PLUMBING ALL PLUMBING WASTE L-•,ST/N( -WINDOWS 8'-0"±GU_ TOMDonk' EX/.STINv41'//// ,_:'I> NEWOVEk'iF" 011A f IJtlb'OV011A --AD�'1, )Of &WATER LINES NEED u- -' '� TESTING BEFORE COVERINGS 0 o NEW COVERED PORCH n, i ROOF OVERHANG ABOVE (514 X oOCK„ ) RETAIN STORM WATER RUNOFF � Z� . 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- - - - - 2 114" AZEK SOLID CROWN- -4 - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - 5/4X10 Z _T - - - - - - - - - - - - - - -12- 03! - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I X 6 AZEV, FACIA NEW LEAD COATED cop-15e�,�- �5- :I- THROUGH FLASHINGAT INTFRS - - - - - - - - - - --WITH ROOF- - - - - - - - - - - - - - - - - - - - - - - - - —NEV/ 5/4"X4" AZEV, CA 11 - - - - - - - - - - - - -- - - - - - - - - - - - - —NEW VINYL- 1 11 l ---� -- - - - H - - NEW I - - - - - - - -- —SIDING _ EW ASPHALT SHINGLES- -i r- - - - - - - - - - - - - - - - - - - - -I G - - - - - - - - - - 1-4 - - - - - - - - - - - - - - - - - - - - - - - - I I 2" CUSTOM fF-V- ]-S - - - - - - - NEW ROOF OVER GARAGE L L - -r Ljitj I 1 1-1 - - - - - - - - - - -4 t-- - - - - - - - - - - - - - - - - - - - - - - - - - - -4 1-- - - - - - - - - Le —i ��,l I- I-A - - - - - - - - - - - - - - - - - - - - - - - - - - 00.00 -- - - - - - - - - - 7�1 1 X 6 AZF_V, NEW VINYL SIDING -------NEW ASPHALT SHINc4l:`E9_ 114" AZEK CROWN - - - - - - - - - - - - - - - - - - - - - - - - 1-4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------J----------------------------------_­-- ------------------------- -------1-------- 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1XI0 AZEK TRIM ------------------------------------------------------- I X 6 A I 7z ZEK FACT <1 1 X 10 AZEKAZEKTRI i i EXISTING i i EXISTING WINDOWS NEW VINYL WINDOWS i i 1 8'-0" GARAGE STYLE NEW GARAGE DOOR SIDINGiJ I X 8 AZEV, TRI (D LLf 4------ -------- 4--------------- ----��A-------- Ll L U U) C) fl] Lo LL Z: 1X5 AZEV, TRIM NEW DOOR LL 00 NEW FRONT DOOR AND SIDE LiT CLEAR CROSS LATTICE WITH IX4 NEW CONCRETE STOOP Z: CLEAR CEDAR FACE TRIM 10'XIO' 45X6 PERMA. CAST COLUMNS Z: vo C) .4 C) tu 0 >< ROP0SEHID WEST ELEVATION : 114 " T == 011 c) 0 In 0 Z: 0� (1) 0 0 0 Z: <14 ft- > EXTEND BRICK CHIMVENT ROOF= AT RIDGE – -- – – – – – – – – – – – – – – – – – – – – – – -- – – – – – – – – – – – – – – – – – – – – – – – - - -- - – – – – – – – – – – – – – – – – – – – – – – – – – - - – -- – – – – – – – – – – – - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - 12 - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 ASPHALT 12 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -+----A-- ------=---------- ----------------- ==4 .................. - -- - - - - - - - -- - - - - - - - - - -- - - - - - - - - I I X 6 AZEiK F_ NEW VINYL SIDI _NEW VINYJ_ --------------ll 12 - - - - - - - - - - - - - - - -4' - 12 +_ – – – – – – _NEW 5/4"XAZF-K CASIN, - – – – –– – – – – – NEW ASPHALT SHIN 3.5 F_� - - - - - - - – – – – – – – – – – –2" CUSTOM AZF_V, Slr-t-- – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – _-----_--r – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – I X 5 AZMZ10 X 10 HBATACIA 5/,4 x,tc) AZENI, I 0--k To-k DERMA CAST VINY, -c:�IMIN(-� COLUMNS 114F=W VINYL 5/4 X 4 IPF_ DECKINE1, 5/4 X 4 IPF_ F.F.1 I NEW DECK DECKING T I X 8 AZEK FROPOSEED SOUTH ELEVATION : 114 " 11 _ 01/ VENT ROOF AT RI – – – – – – – – ---_-– – – – – – - – – – – – – – – – -- – – – – – – 12 –NEW ASPHALT SHINGLES- Is, 0 12 Q 0 - - - - - - - - - - - - - tr 2 114" AZEV, SOLID CRO11iiiiiiiii, C) 2 114" AZFV, SOLID CROW I 4 c\/ 1 X 6 AZF_K FACI – – – – -_ o0 W I X 6 AZEV, FACIA (s, 0� -------------- -------- – – – – – - / ----------------------- – – – – – – – – – – 12 - --- NEW ASPHALT SHINGLES 12 – – – – – – CL ROOF I X 10 AZF_V, TRIM I X 6 AZEK FAC 5/4 X10 AZEV, FAC A- 10 X 10 HBaG NEW VINYL— PERMA CAST SIDING « COLUMNS > 7 NEW 5/4"X4' AZF_V, CASING 514 X 4 IPF_ I '-2" CUSTOM AZF_K SILL 514 X 4 IPE <1 DECKING I L------------------------------------------------------------------- DECKING uj Lo WJ I X 5 AZF_K TRIM UL Z: Z: I F_ o 0 Z: C) .4Z: ko o 0 — >< PROPOSED NORTH ELEVATION : 114 " ll _ � �� C) te ul C) Z: :?: L)Z 0 0 0 T_ 0 <1 > VENT ROOF AT RIDGE 12 4.25 1/2" PLYWOOD SHEATHING 12 -30 2 X 8 G, J, 16 0, G, i VENTED SOFFIT 2NTYPICAL / 'f/2" PLYWOOD SHEATHING 3.5 12 � // � BEDROOM 3 � � ` . j `` 'fX6 AZEK FASCIA, X/57-ING 2X10 [LOOP JOl577.5 16" O,G, -- VENTED SOFFIT YF. i NEW COVERED PO ICH EX1371NG L-IVING ROOM EX1S71NG BEDROOM 4 I i 9rr N 2� rIL" K 2X8 MCA D.J. @ 16" Oc ------ --- -- - - - -- - EXISTING 2X10 FL-OOP JO/-'57--'5 ,,- a6" O,G, P-19 � (3) 2X10 MCA GIRDER (2) 1/2" GALV. BOLTS / GRADE 2X6 MCA S1LL o Z J cy _ ✓ � N IL �I `CS. CSO y�"' rb ) Z 1/2" ANCHOR BOLT EX1ST11`�GASEMEI`� —N 61 8" X 16" REINFORCED CONCRETE lE a #4 VERTICAL REBAR 36" OUT OF O TiNCC EXISTING FOUNDATION EXISTING FOUNDAT N IL 0 244 X 24"W X 12"D CONCRETE FOOTING WITH (3) #4 REBAR BOTH WAYS IN G\ 0 CL LL fl— 4 U W 0 � <[ -4 f O x Z: Jll Lo >. w t� 0o 0 LL z h— vo CROSS SEC71ON A = A 1 / 211 w 0 1Z >< X00 0 0 CL VENT ROOF AT F IDGE 1/2" SHEATHING 2X8 MCA JOISTS @ 16" OC "X92" L-\/L- RIM JOIST (2) 1/2" GALY. BOLT 2- 2 X 10 MCA GiRDER BOL 1/2" PLYWOOD SHEATHING TED TO LEAD COATED SIMPSON POST ANC COPPER FLASHING s.. 4 X 6 MCA POST CONNECTED TO PLYWOOD 12 GRADE CONCRETE PiER WiTH POST ANCHOR 4X6 MCA POST 2X8 MCA D.J. @16"OC 91" TJl 250 F.J. @16" OG � '(/2" D1AM. ANCHOR BOLT O e 2X8 MCA LEDGER BOLTED TO 2X6 MCA SiLL \\� 10" DIAMETER CONCRETE PIER HOUSE W/ 1/2" DIA. GALY. 1/2" DiA. ANCHOR BOLTS ° @ BOLTS 12" 0GRADE @ 23 O C ' Z X 8 G, J, l6" 0, G, �!N CRAWL SPACE 1�-30 - - KEYWAY ASPHALTUM �" CONCRETE SLAB COATING VENTED SOFFIT ` CONC TYPICAL TE [DECK FIFER A. DETAIL: 1/2" - T - 011 1/2" PLYWOOD SHEATHING WAL-V,, 1N HALLWAY \\ 16"W X 10"D CONCRETE FO C L O S it 2 #4 REBAR CONTINUOUS NE•W OPEN RAiL TO CODE FOUNDATION WALL \\ 'J `\� \ LCC FLASHING / I = i_ n � /� d, '\ `\� �TYPICAL 12 DETAIL. '(/2n '( O '.� � \!, 4 12 3.5 �1/2" PLYWOOD SHEATHING _bid EXISTING ZX10 �,J, l6" O,G, i P_/9 ZX60, J, c /6" O,G, VENTED SOFFIT L_(3) 'f 3/4" X 9" LVL FLUSH HEADER SOLiD B;OCVING VENTED SOFFIT TYPICAL 3, 1 TYPICAL (3) 1 4 X 92 LVL HEADER ENLARGED ED EXISTING KITCHEN 2X6 @ •16" OC REMOVE EXISTING WALL OYER NEW COVERED PORCH zz 4 " T&G PLYWOOD GLUED & NAILED MATCH EXISTING FINISH FLOOR ELEV. N NEW WOOD DECK Z X 8 / ICA DECK JOl5T5 � 16" O,G, 1�-1� I XISTINC ZX10 �,,�, � 1��" OG Z X 6 G, J, 16" O,G, ���V�,R �y 0 2- 2 X '10 iwiCA GiRDER 4 X 6 MCA POST CONNECT N WiTH 2- 112" GALV. BOLTS TO FIF WITH POST ANCHOR = N o Q� ,� • o z ti. 1/2 ANCHOR B LT GRADE :: NEW EXISTING BASEME SIN GRADE ��w�o o� z m 77 O A. .• JO', f0" DIAMETERCONCFF-TE O SPACE O FIER •... .• • M EXISTING FOUNDATION F-XiS71NG FOUNDATI IL O d' U NEW 8" CONCRETE WALL 0 Q ASPHALTUM COATING IL >- �= Z: U �- V �,i 16"W X 10"D CONCRETE FO G 0 (2) #4 REBAR CONTINUOUS 4" CONCRETE SL Q z LU Lo <1 >. �► � � L eq T H 0: 0 UL Z: Q vo CROSS SECTION - B : 1 / 211 - l ' === O " � O 0 T_ :3: 0 W I EXTEND BRICK CHIMNEY ABOVE NEW ROOF RIDGE VENT ROOF AT RIDGE TYPICAL N 1/2" PLYWOOD SHEATHING --- 2 114" AZEK SOLID CROWN 1 X 6 AZEK FACIA \ 12 a 4.2.5 -------------------- LCC FLASHING TYPICAL- UNFINISHED YPICALUNFINISHED STORAGE \ II 12 J I —IN 14" 7-JI X60 r1_00P JOISTS 16" O,G, VENTED SOFFIT TYPICAL- EXISTING YPICALEXISTING _ DEN NEW COVERE EXISTING 2 CAR GARAGE PORCH jl 4t rr c� , Q ` x N WOOD DECK w d ,� o w � s c� EXISTING CRAWL. IL SPACE ° � U 0 �- 0 Z: � � w w <[ W} E Z: Z: w o Q � CROSS SECTION C = C : 1 / 2 " = '� � = 0 " � T o 0 0 < : 0 2-2 X 8 MCA RIM JOIST 5� 4 X 6 MCA POST,TYPICALiXl t, 2 -2X10 MCA GIRD ,'bt SGP 7Q O F2- 2 X 10 MCA GIRDER 0 p _ m p DZ Q Q U � � to to to K '� N N K � N N i N 2 X 8 MCA LEDGER THROUGH BOLTED TO HOUSE WITH 1/2"DIAMETER GALV.BOLTS ® 12"OC STAGGERED j 1 3/ 'X 9 1/2'L L Ri JOIS 7 AT ERIM=TER OFD CK I 9 1/2 TRUS S J01 T 250 FLC OR JOISTS 16'0C,NE W FL DOR O FL JSH C UT WI rH EX STING FLOOR - - - -- 9.4/-2']I-VL--- --- - - - -- - LEDGER THROUGH BOLTED TO HOUSE WITH 1/2'DiAMiETER GALV. BOLTS ® 12"OC STAGGERED I i I i I �, ^u -------- ----- 4Z deo z F f o o o 0 0 0 x x �, w p w w w w m w f O0 � (� u 0. r to m to co W co m co m U IL )C )C N K �C O N N N N Q N N N N OD N M -- QD - (�I_- � —M -- (7 (7 cn N c _ I 2 - 2 X 8 MCA RIM JOIST III r 1L 2-2 X 8 MCA RIM JOIST 2-2X8M MCA RIM- -------- - - --- - w -- --------- 0 � _ MA-IN-LEVEL FLOOR FRAMING FLAN : 114 " = 11 _ 011 � . Lo Ltj [L I Z: 0 0Z: �- U 4 Z:_ }-- C) tu 0 0 ua � T- 3: c � � 0 0 CL i it I II 2 - 1 3/4" X 9 1/2" LVL WITH 1/2" ST. PL 3 - 1 3/4" X 9 1/2" LVL 0 0 oz �. 2 - 1 3/4" X 9" LVL O O O I I I'II I 3- 1 3/4" X 9�� LVL.J 3- 1 3/4�� X 9" LVL J 3- 1 3/4" X 9" LVL J 3- 1 3/4�� k9" LVL - - FLUSH HEADER W FLUSH HEADER W FLUSH HEADER IL FLUSH HEADER Q IL l l > x x p 0 ROW OF SO ID BLO K1NG r x -1 N N cv i 1 3/4" X 14" LVL RIM JOIST ;<t 11 I � - - --- - -- � - --- N 2 - 13/4" 0 0 0 X14 LVL FLUSH HEADER Lqi (/- - " X 9" - - - --- — " LVO 6-� -- - 4 X SOLID POSTS W L2 - 1 3/4 LVL 2 - 1 3/4 X 9 _ __ - - 2- 1 3/4" X 9" LVL WITH 1/2" X 9" ST. PL. FLUSH HEADER Fl- XI- X F 0 U) � -- - - - 0 0 -— Un l _ U O STA LL 0 LC-_� 0 �O �O J 0 R' ---OPEN G � N U' O --_ ---- 0 O 0 0 R W F OL1 BL CKNG A IL LL 0 A -j 0 0 lL u ROW OF SOLID BLOCKING -I > > 14" TRUSS JOI T 5 O ® 16" C J 0 J J ROW OF SOLID BLOCKING IL ? > 0 0 - - a G _ N ol N C O X I X > J ., 2---1 3/4. 9 LVL z `� (o Z FLUSH HEADER f CD 1= X IV III x Z W W co �� b/I QHS Q� D T i 1 I ------ ---- N -- 2 - 13/4" X9" LVL - - - (Y) r 2 - 1 3/4" X 11 7/8" LVL 2 - 1 3/4" X 11 7/8" LVL 0 LL0 r— oz 4 1 3/4 X 1 LVL RIM JOIST 0 U LL IL 3- 113 4"! X 9 1/2" LVL HEADER, CONTINUOUS l - 1 3/4" X 9 1/2" LVL HEADER, CONTINUOUS - 3- 1 3/4" X 9 1/2" LVL HEADER, CONTINUOUS U � 3- 13 4" X 9 1/2" LYL HEADER, CONTINUOUS f � � _ Q N 1111 l - , T- l� � zI LLI N � - 0 UPPER LEVEL FLOOR FRAMING FLAN . 11411 _ ll == C " � � � Z: ko 00 tu 0 >< 0 0 :?: q � 0 0 �- 0 J I i II i — - - - 1/2'-- -- --- - 3 - 1 3/4 X 9 1/2 LVL 2 - 4 3/4 X 9 1%2 LVL 3 - 1 3/4 X 9 1/2 LVL 2 - 1 3/4 X 9 1/2 LVL 2 - 1 3/4 X 9 - II 1 2 - 1 3/4" X 9 1/2" LVL > -- --- -- _ ------- --- j J - 1 3/4 X 9 /2 LVL FLUSH HF- 1 E1 3 4n "1X 9 L L - - 1— a` HE AD RS, YP1 AL I j x 3- 2 X 8" FLUSH --- - - HEADER I ? - -- 1 /4 3 - .. 7 VL FLU H H AD R - J IJi r i - - -- - -- ---3 - 1 3/4" X 9 1/2" LVL 3 - 1 3/4 X 9 1%2 LVL - - 3 - 1 3/4" X 9 1/2" LVL --- O cr 3 - 1 3/4" X 9 1/2" LVL If ZU. N )yg c� IL O LL CL o U 2 CEILING FRAMING FILAN : 114 " T _ C ` o _ N � } W- Lo x � � co Y) o I W z N o 0 z �- C) o .4 >< o w � 0 0 T �- o } u �o I c 0 0 Ill c � 70 C Q N R i _ I 1 1 _ I I u 2 - 1 3/ 9 1/ " LVL RIDGE u r 9 P IW- IL W -- ^ Al �= HIMY 2 - 1 3/4' X '(/ " LV RIDGE ° `L L 0 — .► ------ < It 2" ARSPACE Pv O J �� O -- ;I 0 J > <� G TO RA iHG Jv --- — 1- AS ER CO E x c N I I - VA C7 t7 1 `' - - --- 1 0 71 2X8ROOF 2 X 8 ROOF RAFTERS®16'OC �'� ` RAFTERS IL t�aP o �y ��G� 4t �� O to .y x N W \11 O L c— 0 MAIN-----L �EVEL FLOOR FRAMING PLAN : 114 " - 11 == 011CL 0 � NOTE: ALL ROOF RAFTERS TO BE 2 X 10 DOUG FIR @ 16" CSC. UNLESS OTHERWISE NOTED o U, — <( f— f— > oT- LLf Q W Lf) LL Z:0 � Z: k- tu 0 T . 0 0 Z: �- 0 1�A��� 2�0�,9,1 �AS�NING SCN�bU�� G�N��AL NOBS CONNECTION FASTENING"'" LOCATION i.Joist to sill or girder 3-Bid common(2'/2'x0.131") 5implified Wall/ roof 3-3"x0.131"nails toenail A.COMMON Or,13OX`145m, rFVMITTrP 10�'[= USFf"'FYr(''1 ''^" II"11 I,ALL CON5Tr,UCVON 15 fO CONrOVM TO NY 5TATr ANP LOCAL 13UILPI1JG COPr5, OTNFVWl5r 5TATV 3-3"14 gagestaplPs Nailing Zones 2.Bridging to joist 2.8d common{2'/2"x 0.131") P.NAIL5 5rACFP Af 6 INCNF5 ON CFNtT Af FPCF5, 17 IH III:'' 2.&L PLUMC3IN615 TO CONrOVM TO COLINTY AJNP LOCAL HFALIH Prp/\PfMrNf rrOW'FMrNT5, 2-3"x 0.131"nails toenail each end INTFVMFPIATr%rrorrS rXCrrf 6 INCNr5 AT 51-PFOPF,W 1(11 l'/d 1 'J'1 2-3"14 gape staples 48 INCNr5 OF MOrr,FOp NAZI-INC Or WOOF 5TVi Jr_TIJVA !•/J 11 1 ;`,"It 3,ALL FLFCTVICAL WOr'Y,TO CONrOFM fO LOCn N,E,C,ANP UN12FVWrl1rF5 VFOU1TMFNr5, 3.1"x 6"subfioor or less PAPI1CLFPOAPP PIf Hr WiM5 At 11)5NFA2 WAIL5,pFl"rr V-)'"1 2-8d common(21/2"x 0.131") face nail to each JoistNAIL5 FOV WAIL 511CA11IIN6 AIT PFVMIfIEP 10 IT COM^:1r_�p! I'++'- 4.CONTPXfor,5NA.L VFr'IFY ALL PIMrN510N5 ANP CONnroN5 IN T}Jr rin-P rplor TO CON51PI lC11oN ANP NOITY AF.CHITECf Or ANY CONrL1CT5 Or 4.Wider than 1"x 6" � 5 3-8d common(21/2"x 0.131") face nail CASING, PI5CVFPANCIF5, Subfloor to each joist C,COMMON OF Prr01MLP SHANK(6b-2" x OJ I'"; +`�+. � ," , // I /// /� ° � � o S.2"subfloortojoistor LSfA I I/ 4" Wlb�x 15" LONG girder 2-16d common(3, '/2 x 0.162") blind and face nail 0,131 ; IOP-3" X 0.1,16'), - -�/ // 3 / \ 5,WPITTEN DIMENSIONS HA L TAKE PVECFPFNT DVFr SCALED ONES ANP LAr'Gr19 SCALF Prr L5 9 L TAKE rVVrPFN r OVFF SMALL 5CALF P�WING5, 6.sole plate to joist or P.COMMON(6P -2" x 0,113 ;8P-2112-" x 0.1'I I '1 2O GA. Sf��L 5fp 6Y 16d(3'/2"x 0.135")at 16'"o.c. typical face nail I I / I i m 'S1 MI'S0N', SFCUp� W/ (6) blocking 0.14611). < / 6,11JF AVCHITFCf SNAIL Gr N011FIFP Or ALL CHANGF5 TO 111E Pr516N,TNF APCHIIFCI"15 NOT VrTOH51L'•LF FOV CI JAP 615 MAPF W111JOUT N011FICAVON MADE 3"x 0.131"nails at 8"ox. r,worm SHANK(6P-2" x 0.113";8P -2112'' "J'!1' If 4` \i/ INWP.ITIN(A, sole plate to joist or X0.146"), 1 I 2 o 1 O COMMON NAIL5 ON blocking at braced wall 3"14 gage staples at 12"o.c. braced wall panels 7.TNF IH5fALLA11ON Or n MATFVIAL5 ANP PI?IOn u5 SHALL Mrrf ALL MANurACTUVFV5 rrO1V1FMrNf5, panel F. 128") 10N-PF5151""ANT SIDING(6P- '/8 x 11'21' I I L} FACN tP, t OJ28") OpCASIPJG(6P-2' x0,099";8P -2_I/�"' 3-16d(3 J2"x 0.135")at lfi"a.c. 4.3"x0.1.31"nails at 16"o.c. G,FASTFNFpS SrACFb INCNr5 ON CFNTEp Ai FX11"r'IC!'119'3 11 J 1' 8.PVOVIPF 5MOKF ANP C/00N MONOXIDE[V CfOV5 A5 RrV NY 5TATF COPF5, 4-3"14 gage staples at 16"o.c. INCNr5 ON CFNiFp Af INTFMrP1ATr 5UrPOFI'5,VV}11111]`-1 11% 'ii,'I 111 Jri1 7.Top plate to stud 2-16d common(3'/2"x 0.162") 5IIFATNING,5rACING 5NPLL Gr 6 INCNr5 OH CFN1Er ON 1111 F i i al. 1' I.' Sin1p5on Sf rOnq'fle 9.PVFrAr30CAT I?rIrFPLACF5 ANP FLUr5 9I1A1 f3F UL AFFPOVrr, end nail a-3"x0.131"nails INCNrSONCFNTEVAI"INTFVMFPIATE SUr190r1; r019t1r,11",I1; ,11119''1 � pidge�paf�r Strap 3-3"14 gage staples A'PLICA110N5, 10 rFCOVP/vauTCT 15 Nof r?r5rON5IVTr FON'5UPFVVI510N, IN5FFC110N OF APMINI5TP.A110N Or TH15 rrOJf Cf UNLr55 rFQUr51LP IN WPII1NG, 8.stud to sole plate 4-8d common(2'/2"x 0.131") toenail H,COVVo510N-VF5151'ANf r00rIN6 NAIL5 WI1117/I6-II'I:I I i.!✓'P,4[ ltT I'1 4-3"x 0.131"nails ANP 11/2-INCH LF116111 FOV I/2-INCH-9 CA111116 ANP I', 11'!'1'1 1 'PJ ;i11 0 0 3-3"14 gage staples end nail FOV 25/32-INCH TFATNING. `>E ILATHING 5CNEPULF PF5161\1 LOAP5 2-16d common(31/2"x 0.162") I,COpVOSION-pF515rANr 5fArl r5 W IIH HOMIH/ 7/I o Ii b 1 r 'r ^,,i 1 --- -- ° o 3-3"x 0.131"nails IONI I ZONE 2 ZONE 35 MTEP ° II/B-INCN LFNGrN 19019 I/2-INCH SFIFAINING ANP II/Z IP Ft I 11 (I ill i I r:"' °o 3.3"14 gage staples rILL P '4" 0,C 9.Double studs 16d(3'/2"x0.135")at 24"o.c. 25/32-INCH StiFA1111NG,rANFL SurrOpTS AT 16 INCHr I!r II 8 Of. I Z1! O.C. VOOMS OTNrp THAN SLFF19IN6 BOOMS 40 PS,F,LIVE LOAFS 3"x 0.131"nail at 8"o.c. face nail 5TPFNGTH AXI5 IN 111E LONG rimcii0N Or 11119 rANrl I vi i O,C 11" O,C, 6" O,C, 30 P,5,r,LIVr LOAP5 3"14 gage staple at 8"ox. wffrP) LFFPING VOOMS 10.Double top plates 16d(3'/2"x 0.135")at 16"o.c. J,CASING(I I/2" x0,080") OV FIN191(11/2" x 0.( ) ."'' ,I/JI ' FXTEVIOV GIALCOPJ'r5 60 r5f.LIVF LOAr5 3"x 0.131"nail at 12"o.c. 5PACFP 6 INCNr5 ON FANF[ F1261`5, 12 INCNr5 Ar INT-rMF r.-lr 11 '!It 11 I/2 I,Xr 11WCA WN,L I�A11"11%10�� S�CUI �n WI11"16d COMMON O Double top plates 3"14 gage staple at 12"o.c. typical face nailNAL5 rAHE K.PANEL SUrrOpTS A1'2-1 INCLIFS,CASING OV rlNlsl l f.lAl}' `"! " I' r N A`-, INPIC AIrr) A130VF. 51P�WALL 5I1�A1NIN61"0 PF 1/2'' PrCK5 0 P5,r,LIVr LOAP5 8-16d common(3'/2"x 0.162") INCNF5 ON PANEL rPC+ES, IZ IP 1CNF5 AT I(JTFrME PIA1E 511191'19-I , WOOF 10 I'C I, I ✓ 12.3"x 0.131"nails lap splice L.FOL;poor 51FAiHIN6 APFLICA110N5,8P NAIL5(21.1; 1 " ' /!1 AT11C5 WIiNOUT STOpALr 0 P5,r.LIVr LOAP5 12-3"14 gage staples FI PGF POAPT TNF MINIMUM VFQUIpFr%19019 WOOF 511?IaC11al'PJ" rANFI `�, ATfIC5 5foVA6F 11.Blocking between 3-Bd common(2'/2"x 0.131") M,5TAPLF5 SHALL NAVF A MIIIJIMUM CVOWN WIP1H 01 1,' IP 11 II ®� 20 P,S,r,UVF LOAFS ! joists or rafters to top 3-3"x gage nails toenail F00F I\,I P6 F 5� ^ I� plate 3-3"14 gage staples N,FOV 1900E SNFATr1'IJG PT'rLICA110N5,rASTFNC""p5 SrACr1' !G bl 11` r'i 1 \ IIS IF\� Ilii \//�VI� 12.Rim joist to tap plate 8d(2'/2"x 0.131")at 6"ox. CFNTP,AT F%IF5,8 INCNr5 AT INTrVMFPIAIL 5UTOp(5, FOUNPAf10N 3"x 0.131"nail at 6"o.c. toenail 0.FA5TFNFV5 5PACFP 4 INCNF5 ON CFN1TV AT FP61F5,8 11J(_I!C` 3"14 gage staple at 6"oximyrmwm-5urrOVT5 FOV 5UI3rL00p ANP mi.51-IrA110,164 411)' I, COHCVFTF TO PF 5000 P51 MINIMUM ON 2'TONS/5,F,5011 GwiNG cmACI1Y,wiry 501L M-AFING CA'ACI11'IN 111E Fur. 13.Top plates,laps and 2.16d common(3'/2"x 0.162") INCNF5 ON CFNTrp Af f.:PGr5,6 INCNF5 Af INTFpMFP'A1F ' Jt'1'('!'I I 2,16" WIPr X 10" PrrP POUPFP COCITTF rOCnIN65 WI M 1-I/2"X3-I/4" KFY,OCK 10 PFCFIVF A 8" POUrrP CONCITiv rouNPA110N WALL, intersections 3-3"x 0.131"nails face nail p00F 51drA11INI6 3-3"14 gage staples P,rA5TENr S 5rACFr 4 INCNF5 ON CFNTrr Af FPGr,.r114'1!I 3,t2mr-pp00r rX rior or roLlPJPA110N WALL WITH TPOWFLLFP ON MA511C TO Grrr'r, ia.Continuous header, 16d common(3'/2"x 0.162-) 16"o.c.along edge INTFVMFPIAT 5UPPOPT5, two pieces a 15,Ceiling joists to plate 3-sd common(211:"x 0.131") LSTA21 5.3"x 0.131"nails toenail CAP.rrNTVY 5-3"14 gagestaple s - 1.&L LUMC3rpFOV FLOOVING SHALL 13F DOUGLAS FIV#2,C3rAM,HFAPFV5 ANP FLOOV J01515 9VILL NAVF A FIGrV PEHPING 5TPF55 Or 850 P51, 16.Continuous header to 4-8d common(2'/z x 0.131") toenail NOrr: stud O O 17;Ceiling joists,laps„ 3-16d common{3112"x 0.162") rPOVlG1f 5/0"M WNl`+I1A111Nrn 0 i0 Of;COr'r i is"WPl II Al :",' " I O 2.ALL HFAPFV5 fO PF(2) TAT UNLF55 OTHFVWI5E NOTFP, over partitions tree minimum. Mlralnnurn 2'n"now l 1919019° rot'o WAl�.NAi.rl.vwoor ti,i�i I',sl'✓r 1.1+ + !I ° ° o0 3,MOCK ALL POINT LOAP5 ANP 13FArING PAZ111TION LOAP5 Plr'FC1LY TO FOLJEJPA110f J.APP NFW BLOCK 191Fp A5 NFCCESSATY, section 2308.10.4.1. Table 2308.10.4.1 face nail KX110NTN"I.Y ACr015 ror,rl A�,AM APONP IMNt'0'A'PI l;r "1 I'll i" ° Table 2308.10.4.11 4-3"x 0.131"nails Norr: 4.POuff FVAMr ALL AP.OUNP ALL O19G rNIN5„UNPrV rAP\A1EL PAP11IION5 ANP I11 PIP,PATI 1111P'5, 4-3"14 gage staples rrov!t'r cOrIINilOusl ort"'Anl'rnrn elrc,�ro r,i+rr,A�i l: 41 Uplift anchors not ° o o needed in this area 18.Ceilh19-jaists to 3-16d common(3'/2"x 0.162") "SiONG tC"COrINFCi;»' 5 "1FCO" CONNFC110N5 FrQIJ'ITT Af ALL FLIUSN 5TPUCTIJF&LOAF CAVVYING CONRION5 parallel rafters(see minimum, (Except sill anchors) ° Section 2308,10.4 wi Table 2308.10.4.1 face nail s 6LAZIN6 pF01ECION 6,ALL FXTFVIOV PECK FVAM NG SHALL GF ACQ'T1?FA1LP LUMC3FV, table 230830.4.0 4-3'x 0.131'nails 4-3"14 gage staples c` __ 7.rVIPGING TO FF FlTHFP SOLI P OF,I"X3" CVO55 fFAPING 18 GA,CV055 PMP61Nr,4 Ai"8' O.C. 19.Rafter to plate see 3-8d common(2'/2"x 0.131") WINP C!U �l� �/N �I?I�j A34 - _ o O _y`` 8,IN1rpI0V 13FAPING WA-L5 TD 6F GLOCt rP AT 4' O.C. Section 2308.10.1•Table 3-3.,x 0.131"nails toenail 2308_10 3-3"14 gage staples _ O O 9,PPOVIPF VIPGF VFNT5 WNEVF CATNFPP\&CFII,ING5 MT US02.HIITICANF CLIP ALL rAr 11 V5 WIFPF CATNF1-T.A.Arr U5FP, 20.1"diagonal brace to 2-8d common(21/2"x 0.131") -' Single-Strap each stud and plate 2-3"x 0.131"nails face nail , Application 10.ALL XXX rLAT5,LVL'5 ANP CIrPFr5 a-rO f rm ANP ON 5OLIP W00r r05r5 ANP HAVr 501 jr,CLOCKING POWN f0 roUNPA110N WALL, 3-3"14 ,age staples -+-18511 NC!'S ff:)NO11 C'IPJ + 7( 21.1"x 8"sheathing to 3-Bd common(2112'x 0.131") face nail ;' 'I `�rlir'C)ltrL [1I"(1^J (Multiples II.ALL FMMING W.12WAPF SHOWN ON 1No5F PLAN5 UNLF55 0111FFWl T IHP!CATP I ) >rlMl 3OPJ 5TON6T. each bearing may he used) 22.Wider than)"x8" Wit; SiMPSON STRONG-TiE sheathing to each 3.8d common(2112"x 0.131") face nail H2 bearing fpOVlb� 5/8" CPX 5NCATNINCAACI?055 FNFVGY NOTES 23.Built-up corner studs 16d comma-(31/2"x 0.162") 24"o.c. I,A-L CON51t?UCf10N SHALL f3F IN ACCOVPANCF Vid 1Nr rrQVTMFN15 OF TNF NY SiA11-rNFVGY CONTFVA11ON CON5WUCTION COPF,TNF LAT5f F1211f ON 3"x 0331"nails 16"o.c. 3"14 a e staples 16"o.c. SCCONt7 FLOOp 60X, INSTALL rLYWOOn Af 1Nr 11Mr TH15 FFVMIf I5 APPVOVEP, 24.Built-up girder and face nail at top and 1'I'+tivanl A5 1011 r NOI;IZOWALI.Y WN J0155 2" PLOW 2,WINDOWS ANP ALL Gl 855 u-58 MAX, beams tad common(4"x 0.192")32"o.c. bottom staggered on G� opposite sides F1r,5f FLOR WALL PLAS5 M�'SI 2 3, c. FXSrIOV POOV5 ANP POOr5 fO 6VA6F UI-40 MAX, 3"x 0.131"nail 3"14 gage staplee att 2 24""o.o.c. face nail at ends and at �XT�Nb �' SN��f ACp055 PDX ANP �F�A 4.ALL 1NFVM05TAT5 SLiALL Pr APJU5TAt3LF 45�85 PFGVFFS F.19019 COMC31IJA11011 HCAIIPJ�,ANP COOL 1,16 T}II`VM05TAT 1110 rANGF SNN"L PE 45-85 C5 6 2-20d common(4"x 0.192") each splice 9z") C>OffOM 0� S�CONb FLOR WALE SfUb5 0 s twu _ xV' l r �? W PEGrrF5 F.MAX. 3-3"x 0.131"nails I 16d co gage staples f I?OVI17F TWO VOW5 OF 8126ALVANIZW ��° z 5,IT SHALL�F TNF VF5r0(J51f31UTY Or TNF COPVTVACTOV f0 5U3MIT SIZE PCSIGN ANP 1119)" Or MECNAtJICAL SY�1f M W iICN WILL LF USCF IN SI JrrICIFNT DETAIL 25,2"planks 16d common(3'/2" 0.362") at each bearing g ��q� (�� � I ,•• SYS O,(b� A515 TQUIVFP f3YTHr BUILDING PF19AP.fMrNf, 26,Collar tie to rafter 3.10dcommon(3"x0.148") f L i VV001/ 5T0(\M �AN�I f)AILS ACp055 f0� 0� �IpSf�LOOf?, WALL 6,ALL FIPFPLACF5 AP,F fO f3r rrOVIPFb WIII A DAMrrr rOp OUf51Pr COMGU5110N Alr 150-200 CrM rrijr fo r1AVF f1GNf 5CATTC=P PAMPFV mAX AIV 4-3„x 0.131"nails face nail 1! �b 4.3"14 gage staples 5HUMP\ PL:rAl� n,�,s f'LA1�, ANP 5�CONb FLOOp 511 1 �} O.C. m °° LFAKACF 20 C.F.M. 27.Jack rafter to hip 3-10d common(3'"x 0.148'") toenail 4.3"x0.131"nails f0 COW-Cf WALL I MMING ACp055 PAY ' °° � 7.WAV5FVVICr TFMFFVATUF\F CONTVOL 5HNA,619 5F Af 140 PEGVFr5 F. MAX, 4-3"14 gage staples face nail I r ', ° 2-16d common(31/2"x 0.162") I AJ�I-� SPAN PLAM '' '• ° 8.ALL LAVATOVIr5 ANP 91OWFV5 SHALL C F EQUIrrFIr wTH rrVICr510 LIMIT NOT WA1L19 rLOW fO A MAXIMUM Or 5 GPM AT 601951 Ppr55UVF, 3-3"x 0.131"nails -0 6'-�j' ' ° F °o 9.ALL MATEVIA.5 CAPAPLF OF AC150FPING M01517L SHALL C F PVOTFCI`FP C3Y A V/\FOV f3APPIFV LOCATP ON 111E WINTFV WAPM 519-01 11 J5ULA11ON, 3.3"14 gage staples 21/211 #6 0° 28.Roof rafter to 2-13y 2-16d common J3'/,"-0.162") toenail 1211 ra 11 6 u 0 10, IN5ULA110N SHALL GIF IN5ULATFP IN A MANNFV THAT rVOVlrr5 For CON11NuifY Or IN5111-A110PJ AT PLA1f LINrS,F�ONP J015T5 ANP COENEV, ridge beam 3-3"x 0.131"napW2 s M. 5Cf'FW5 .0 3-3"14 gage staples face nail 2112 11 #(8 ��°;•" '° 11,HVAC COOT-INC EQUIPMFNf SHALL CIF VATL?IN ACCOVPANCE WITH TVLr 4-6 OF 11 IF FNFPGYCOPF5 MIN 5FP(MIFMN5Y) 5HPLL GIF A5 5PFCIFIFP IN z-16dcommon(3%"x0.162") WP,5Ct?FWS 12 9" l9 .• • 0 U TA13LF5 4-8,4-9,ANP 4-10 Or THF FNFVgage GY COPF, 3.3"x nates - I _ 3-3"14 gage staples V 29.Joist to band joist 3-16d common(31/2"x 0.162") F IZ,IN5ULA1�ALL PIPES ANP DUCTS 19rV COPi, LSTA18 4-3"x 0.131"nails face nait TOVIPF 1/ 2'' CPX FLYWOOP FANi;CS, MAXIMUM SCAN 0f 6-01 1 '• ° ° 13,COMPU5110N rQUIPMFNf For 5FACF I1FAVING ANP WATEV HFAI1NG 5HA L NAVF A MINIMI JM COM1216U0N Or 75% ANI?5HALL NAVE 5TANPC3Y L055F5 4-3"14 gage staples ,- - r HTT4 w/BP b: °°°°° O U }- 30.Ledgerstrip 3-16dcommon(3'/2"x0.162") F01? FVFPY WINbOW FANLL5 511&1- i"-C I ff CUr 10 COVLp fNL � CS16 }- 11''11 Lr55 THAN TNr CObr SrFCIFIFP MAXIMUM t3A5bFb ON ACIUAL FQUI19MFNT SIZE 6LAZFP OPWN6, LA-CLLb, W1111 ARTOITIW, Aft"ACW�N1 (HTT5 similar) w 4-3"x 0.13"nails face nail ( ( , � L 14.THFVMAL TFAN5MIi"TANCr VALVF5 SHALL N(of rF(AFFAIR THAN TNF VALUF5 TV11-AI`FP IN TAr3LF >-1 Or FNFr6Y COPT 4-3"14 gage staples I l�i� �l� 15/8" .10 � MTS16 j v _ r- 31.Wood structural r IrT Wry �' MIN °°� M51"A�6 °° U (� panels and '/2"and less 6d`'' --` C T11') ° Ail�i ° 4i- N?CNITFCTS 5TAIFMFNT particleboard ° °o U Subfloor,roof and wall + ,� ° l 0 OZ APCHITFCf 5TATF5 THAT fO TNF BEST Or MY KHow-r%F,PrLlrr ANP rrorr5510NAL JI.IPGFMFNf 11-IAf 11 IF PLAN ANP 5rrCIrICA11ON5 CONfAIT12 IN fHF5r sheathing(to framing) 21/$'x 0.113"nail" L \° AA 16 ° .4N 7� o o �L- PVAWIN65 COMrLY WITH 111F NY 5TATE FNFVG`Y CONSrVVAFON CON5trJC110N COPF 5,PrrrV TO MFC CHFCK COMPUANCF VFPOVT F LED A5 PArf OF 111E , " (� Lo '1' 1/;'16 gage ;�7>i � \ ° I 13UILPING FFVMlf APPLICA110N,AfTACHFP fo THF5E CO(J511?UC`FON POCUMFNfS, /32"to"u, Sd'or 6d` i ' >>> \� A3 1_TP_ o (� 2315"x 0.113"nail° I� \>\° - � � I � � 2"16 gage p J Single Floor 51m son ron 5t -rio CLIMAI1C ANP GFOC�NIC PF51GN CMILVIA '/ to 1" 8d` p y! (combination Subfloor- GpOUNb SNOW LOAD /I5 F51 yment ° \J 11115 5Cf OF PLAN5 NA51�tFN CC 5IGNI;-h IJJ ACCOFTANCF WI 1N �� '�_ 11 Floor-to-Floor Connections un m rlg) l/,-,y/s"Lo 1 1/a' lOd e e 1p ° ,, 1 , framingor 8d �� lih' � � o ° i i /!,� ✓� II" fNL AMF1?ICAN FOF15fAW P/WCr A,�OCIAi10N (Ar-&FA) WOOb ,+ I >' �y WIND 5PFFP(MrH)5 5FCONP Gu5f 1204 MPH WIND ZOHr III 3/4"and less 6d° 0 1/'.,to 1" 8d" FP MC CONSTI�UCWN MANUAI F0F OW ANP TWO FAMILY SSP �a� Uplift connectors shall kpa55 ~ 5F15MIC PF516N CATFGOVY 5U701 K C3 1'fA'to 1'!a" lOd°or 8d° 1>0 °r nWCLLINGS, 2001 SPC NIGH UUII JCS C=t�l1 IOl l Ai,It7 I? SIbLNi IALeach other to prevent n WEATNFVING 5FVFr1` 32.Panel siding(til /2'or less 6d ° framing) cro55-grain tension of band 0 rp051LINF PrPTH 5'-0" Vs., 8d COPF OF NCW YOPT 5fAT� 2001 SSP ° 33,Fiberboard a � 1^ -_ )015t, LEGEND .� � tL 0 TFVMITFS MODFP.ATE TO NFAVY sheathings 12 Na.11 gage roofing nail (DSP similar) 6d common nail(2 x nW/ ID " J •I EXISTING WALLS � U i� PFCAY SLICIIT TO MOPFVAIC 0.113°) SSP �. I NEW WALLS 0 O 0 No.16 gage staple' I - LTP4 LTP5 or GA2 spacing i� VVIN1Lp Pr51GN Tr Mr SUrrOLK II p g �-------� EXISTING WALLS TO REMOVE r No.11 gage roofing nail" as required for shear. SSP > � rL00P HAZAQ2 ZONF C 8d comma-nail(23/2"x spacing for uplift. NEW CONCERATE 0 } WIND FXr05UFT Lj 0.131") (Other connectors available.) EXISTING FOUNDATION � A No.16 gage staple' SMOKE DETECTOR 34.interiar paneling 4d` �S 'Ja" 6dk 0 CARBON MONOXIDE DETECTOR