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HomeMy WebLinkAbout44045-Z �4�SUF OF o � Town of Southold 10/17/2019 o - P.O.Box 1179 53095 Main Rd �4S1 o� � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40779 Date: 10/17/2019 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 9280 Nassau Point Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 118.-6-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/7/2019 pursuant to which Building Permit No. 44045 dated 8/7/2019 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: BUILDING ALTERED TO NON-HABITABLE, ACCESSORY POOL HOUSE WITH PERGOLA, AS APPLIED FOR The certificate is issued to Thompson,Michael&Stabile,Debra of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44045 09-10-2019 PLUMBERS CERTIFICATION DATED uth d ignature TOWN OF SOUTHOLD ��gQFFOi,�coy BUILDING DEPARTMENT TOWN CLERIC'S OFFICE SOUTHOLD, NY ,w rf 1 , r 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#: 44045 Date: 8/7/2019 Permission is hereby granted to: Thompson, Michael 1105 Park Ave Apt 6A New York; NY 10128 To: Make alterations to an existing accessory building (pool house) as applied for. Replaces BP#41554 At premises located at: 9280 Nassau Point Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 118.-6-6 Pursuant to application dated 8/7/2019 and approved by the Building Inspector. To expire on 2/5/2021. Fees: PERMIT RENEWAL $136.80 1: $136.80 Building Inspector �svFwc,r�oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 4!4 • SOUTHOLD, NY Ipl. 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#: 41554 Date: 4/21/2017 Permission is hereby granted to: Thompson, Michael 1105 Park Ave Apt 6A New York, NY 10128 To: make alterations to an existing accessorybuildin g (pool house) as applied for. At premises located at: 9280 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 118.-6-6 Pursuant to application dated 4/12/2017 and approved by the Building Inspector. To expire on 10/21/2018. Fees: ACCESSORY $273.60 CO -ACCESSORY BUILDING $50.00 Total: $323.60 Buildffig Inspec 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$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 6® House o. Street Hamlet Owner or Owners of Property: AC ict— i Dexr4w ---. Suffolk County Tax Map No 1000,Section if Block 06 Lot d Subdivision Filed Map. _Lot: Permit No. �SS(� Date of Permit. Applicant: Health Dept.Approval:— Underwriters Approval: Planning Board Approval: v Request for: Temporary C//ee� 7yrtificate Final Certificate: (check one) Fee Submitted:$ Ap scant Si ature QF S®(/Jy®� Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • sean.deviina-town.southold.ny.us Southold,NY 11971-0959 ac` ®l�C®UNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To- Michael Thompson Address: 9280 Nassau Point Rd city,Cutchogue st: NY zip: 11935 Budding Permit# 44045 Section 118 Block- 6 Lot 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. G&S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool House X New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceding Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 8 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7 Twist Lock Exit Fixtures Combo SD/CO Other Equipment Notes: Inspector Signature: ate: September 10, 2019 S.Devlin-Cert Electrical Compliance Form.xls ho��OF SO(/Tyo� # TOWN OF SOUTHOLD BUILDING DEPT. `yCoum, 765-1602 INSPECTION [ ] FOUNDATION IST [ ] ROU H PL13G. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] ,FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: C44j)_ DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) • ,,,� --------------------------------- FOUNDATION(2ND) �O G ROUGH FRAMING& PLUMBING y T INSULATION PER N.Y-. STATE ENERGY CODE ov FINAL ADDITIONAL COMMENTS c ;s 9 9 r � ' N .j y x d b y r `i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying9 ° TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 I S5� Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S D E C Trustees C O Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form lContact: v n / s Approved 20 Mail to.mgr SCAW14, j� Disapproved a/c Phone Expiration —20 n E27jC: � Building Inspectdr D . APPLICATION FOR BUILDING PERMIT '-• APR 1 2 2017 (� /7 ,20 �+ INSTRUCTIONS Date B IL�'dI'� G� i T'Ifi__s a�ppplication MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 •r®,gN®1,,Wt 9M ate 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. &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,ag �archDitegineer,general contractor,electrician,plumber or builder Name of owner of premisesMama, e �Eam � �PS'O� (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: 92 ?o A1,45X V por.vr,�� C�Tc� House Number Street l Hamlet County Tax Map No. 1000 Section ( � Block 0 & Lot 0,6 Subdivision Filed Map No. Lot G 2. State existing use and occupancy of premj&es and}iintended u5p and occu anc of roposed construction: a. Existing use and occupancy. ;W COL C_ /" M b. Intended use and occupancy SAA 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 00 L 5HE J— (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,com ercial mixe ccu nc s ify nature and extent of each type of use. ."�9 � y r 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of tones _ 9. Size of lot:From Depth 10.Date of Purchase Name of Fortner Owner 11.Zone or use district in which premises are situated 9 40 v 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NCK 13.Will lot be re-graded?YES_NOXWill excess fill be removed from premises?YESM/NO 14.Names of Owner of premises ��d o� Address Phone No. 6 3&3 Name of Architect �' �Z,� Address Phone No 3405 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$E SQUIRED. 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_Z *IF YES,PROVIDE A COPY. STATE OF NEW YORK) �Se COUNTY OF 0 /it A R4 EL 11W'4 being duly sworn,deposes and says that(s he is a (Name of individual signing contract)above named, 801A u•�u '� Notary Miq of Now (S)He is the �' C 1 ' N�01� York U6186060 "Ownly (Contractor,Agent,Ccrpor to Officer,etc.) 16, CommkWon Explr9s April 141 410 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 thi 1�-I day of 20L Notary Public ature of Applicant FFQ Scott A. Russell SU S STO IR I�MAWAT]EIK SUP1F.RVIS®R MA NA.G]EMLENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 � �{ 'own of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES TMS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal - erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted - on-FARM---M-ap of--any--watercourse-.-- - ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. 1000 Date: APPLICANT: (Property Owner,Desi rofessional•Agent,Contractor,Other) Dbtn t 06 a NAME: o C Block Lot G �W� f �"FOR BUILDING DEPARTMENT USE ONLY Contact Information: Reviewed By: — — — — — — — — — — — — — — — Date: /? Property Address/ Location of Construction Work: — [j" - - - - - - - - - - - - - -Approved for processing Building Permit. - - Stormwater Management Control Plan Not Required. C (/7C- 6 (/0 ® Stormwater Management Control Plan is Required. (Forward to Engineei ing Department for Review.) FORM * SMCP-TOS MAY 2014 i Town Tai Annex 54375 Main Road Telephone(631)765-1802 P.O Bou 1179 : rOc�_er fi1631}Z03-90% 5Q Southold,NY 11971-0959wR-Soiog RV us BUJIDING DEPARTMENT l TOWN OF-SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION F TED BY: Dafe:Name: c' r '' G��2rz, nse No.: S 70 _ G i ddress: ne No.: s/l0 84f p !no/6 JOBSITE INFORMATION: (*Indicates required information) *Name: h ori So of *Address: _q02 S *Cross Street: �dq � *Phone No.: Permit No.: � f Tax-Map District: 1000 Section: Block: Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) E tPtease-Circle All That Apply) *Is job ready for inspection: � NO, Rough In Final Do-you treed a Temp Certificate: YESI NO romp.Wbrination(if neede S hIRC 100 150 200"_1 "q, 340 350 440 Other �ww S Re-connect round Number of Meters of a Chan9 Service IdditioR I rTr' Rn3 0 2018 PAYMENT D Overhead UE WITH APPLICATION N" Tow 14 Of 01D —Ot 2�Requw for hnspedion Form / 1 Bunch, Connie From: Bunch, Connie pQ 90/ l qo Sent: Monday,July 22, 2019 2:42 P \I To: 'Seifert Construction Subject: RE:Thompson (Building Permit#41554) We haven't done any inspections on this so it will need a final inspection and an electrical inspection. If anything more is needed John will let you know during the inspection. Connie From:Seifert Construction [mailto:seifertbuilders@gmail.com] Sent: Monday,July 22, 2019 11:37 AM To: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Subject:Thompson (Building Permit#41554) Connie, Can you please let me know what we need in order to get the CO for this project(Thompson)? Thanks, Caroline ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. (-� Bunch, Connie From: Bunch, Connie Sent: Thursday, September 05, 2019 3:55 PM To: 'Seifert Construction' Subject: Thompson, 9280 Nassau Point Rd For Michael Thompson, 9280 Nassau Point Road, Cutchogue, BP 44045,the only thing needed is the final electrical inspection. Let me know when you'd like to schedule that. Connie 1 REVISIONS 0 00 o°O� 0 PECON tC N/O/F M FLOOD ZONES FROM BAY FIRM 361 /04/19 8 A.C. A6ORN 05/04/1998 �t:l �-7 v,•� � � er CLq k M=m ti O i a �G r o N 540 43' 00" E 624.02' CONCRETE P TIO I ZONE: AE 2QNE: Y,- A:r. •RETAINING WALL ON ADEM o �' BUL iEA 9d9' W EL 8 . . . . . . . . . . . . .• v :'�i:•�•i.:�f:�;f�wi:W:i:V• :'i�i:�i.:;v..:•-,e..••-� ..•,:.•,.:%r,. ,: -.�•.: BUILDING ENVELOPE S O lWT.VEGATATION• :«: v:=.•': «:•r,:'i;i,:•r;:Y,:•«:•r;:•i%«:•«:•�: / 1 /�. O- •,� 'n •«:•«:•i,:•«:•«:•«:::•i,:•f':•i,:•r%r::••:•i,::•':•i:•i%i:•«%«:•«:•«:•«%rr'• / O 15.0' N :« «:v «'i:«:•i .w' f:v,:•i;i,:i,:«i,:i,:v,:«:«:«««:vS'«'•:�• /// �� 0.8'_ n :•«:•«: :•«:•«:•«:V;: :•i,:•r:•«: 9i,: :•i .•r. .•r,:�,•t,.•v.•«. / �O. V 0 QO O O I WOOD 0.8 O «:«:«:. ? ? «'«::'v;:«: '?:'4.'i :•«%«::%«:v:v•; // O O J m i I DECK 2 STY.FR- v «: :•«: «:«:«:«:«:r::•r:v:is i :'i,:'•+:'r:v:•v::::•.„ // ^� Vjl WO DRAMP 778.7 GARAGE 78l' m r v%«'�• / ��QF SFV 0-4 m � •«:•«: :�«:�«: :�«�«: .v,:•i:�.?:�.?�«:v:'i,:�i,:v,:�i,:�.:i'�i,:�i,:�i,:�.?:•«:�i,:v,:�i,::� ` (^' "t•:�:Y:v:Y:•«:'V,•, •r-::isY:V,:'«::i:'i,'i«:'«:Y:V:•��..• .'. �•,u,..'..�..i 15'X40'POOL I•r:•«:•«.•r;•r;•«:v;`r i' O 89.00' / W:i,::•;".:',".:'" I I DECK 35.7' I I + • O d: . O •5.0.00. - ----------------- — —— ----------------__------------------------------- // 0 BUILDING ENVELOPE omoo l- o um� U 11(NJ O NAT.VEGATATION o N N \ 1 SHED R N t-a O o C5 " N UTILITY UTILITY / a ul n POLE ----- - 2 .3— --- --- POLE _ 1 -� "-$---_•-- _ /' ��• w to p > >t 481 .1 4, O.H.WIRES_ '_ S 54 43 00 W -$------------------ % UTILITY � POLE a N/O/F GAMBARDELLA • ATE. FE: Z�3 s o ti.�/ ' SCTM# 1000-118-06-06 NOTl'-Yi! t] • i l'1`,t °• 1"T TOTAL PROPERTY:55,259.7 SQ.FT.11.3 AC.] 73 {IM FE?+r; (FOR LOT COVERAGE CALCULATIONS): �»v PROPERTY TO BULKHEAD:52462.3[1.2 AC.] 1. "OUN.! ATION "t`l•J Ri"C 1 l�E? �.._ .... . , ..... ... Fur f Ol!n'Df __ DESCRIPTION: AREA: - + 509.3 SQ.FT. `2-' ROUGH Fi'it7;.;II'J� & 1=1��Fq:+Rln HOUSE GARAGE: Q Ut :, O 3. ii`�S�JLF.TI011{ TOTAL DECKS: 495.1 SQ.FT . ,, ,,„,, 1.•�,�• �. ���+¢ !"',� 4. FINAL - �l.( i I�'..1 t��C 1 a Z v Aa 1�')[ +'' Y � Z w �r COiV1PL!-I F .''l.tYj C.Q, SHED: ,p- 1�x' m+., 4: [ ALL CGNGTRUC 1••�t c+ w, POOL: 600.0 SQ.FT. 1.1% i^:D $�E., vflL;.v �.{"tl � I,,IEt I i ! POOL PATIO: 1627.1 SQ.FT. 3.1% " p (�. r,,,—t 0,>'Ti C0�`' -f�'L�1 TOTAL: 21.5% { t` + ..� [.I s = _ Y019K r , 'L:•:�Or 1 S1'�,Tr=. ��OT R-SPOP''SiSt { FO; F,► �-r 3" .!,��( Q U faES!Gs OR CONSTRUCT 10">d ERRORS, +�,� �:�v► �'� �v � a Q = 00 4N SC C%j a _va F I DRAWN: MH/MS SCALE: 1/4"=1'-0" RETAN STORM WATER RUNOFF z �� ���;' JOB#: PURSUANT TO CHAPTER 236 dw .� ��Z33� -4 � March 29,2017 Fy `` SHEET NUMBER: OF THE TOWN CODE, ,. REVISIONS • �O°o o°O© 0 N � � N � g )Om -N a CQ Lo 0 en } x z PROPOSED FRONT ELEVATIONPROPOSED RIGHT ELEVATION „ _ , o z SCALE: 1/4” = 1' SCALE. 1/4 — 1 o Q � o > � W w W O � z ��llll LA Z" a W D' 'D Q o � z EXISTING RIGHT ELEVATION EXISTING FRONT ELEVATION o (D SCALE: 1/4" = 1' SCALE: 1/4" = 1' Q o U a Q Z U Ococo N eS C, . IN sc a DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: March 29,2017 SHEET NUMBER: �%C233� -10" AA ,gip. ` e REVISIONS 0 0 ell 0 ti � V � H � � M � ' ` ♦ NNa y�� OMj tp ♦ m , , , PROPOSED LEFT ELEVATION PROPOSED REAR ELEVATION Z SCALE: 1/4" = 1' F-.q Q a SCALE: 1/4 - 1 / o 0 w 77 uj Q � w W � a O w � W a � � z zz EXISTING LEFT ELEVATION _.j EXISTING REAR ELEVATION o ° o SCALE: 1/4" = 1' SCALE: 1/4" = 1' a Co X: a U 0 Co DRAWN: MH/MS SCALE: 1/4"=l'-O" JOB#: March 29,2017 SHEET NUMBER: A-2 REVISIONS 0 9'—4" 6'—1" 9'—4" 4: o n n n n O0 oO 11 II M II 3'-0" n u 2X4TYP. UD WALL (2) X6 HDR — ---- i ---- , i_ 11111\ 11 nlu "p \ 8'0"PLATE HEIGHT — " , p �� LLL ===LLLL---_lltLL_a 0 0 3'-80 — 17 _ 3 _8 �i�rt ;,-----nIfr' X POOL � ` 111 N 1 ACCESSORIES M E T /----IF====nTR=, I " illll---- �� O I I O 1111 11 ___-M111 b N I I n I Rtk___-Y r____TITK=3 ,•i I Jam, 111 II 11 II 111 POOL HOUSE a M M p II111 I1 II 111 ,,,, 01 � INTERIOR FINISH TBD 0 ===c====laxer=a CS 1 K w CLOSE OFF WALL WITH - \ I / Do / ROOMS ON EACH SIDE to t± ==3t====41t1t v O nl a 11 1118 `, I I 00 ((( 11111 I1 11 111 44 N NTµ____ ____H;µ'_a -� ti / I I �.1 e-1 •- O I I w II111 11 11111 ,. `! 11111 11 II 111 k x / I 1 Tr- o " O N 11 1 11 I I II 1 / / 1 I 111 II I1 II 111 (O C14 / I I (1ILL----1L----I LILL- (�trt----'tr----nTn_a cV (2)i2D 12 DF#2 w/1/2"STEEL HEADER 111'i 1 11 i1 1 l I 11 1 _a FWG160611-4 11 11 11 ADJUST EXISTING OVERHANG DEPTH 28'X 2'BLUESTONE ELECTRIC CABLES TO BE INSTALLED IN CONDUITS TO MATCH MAIN HOUSE WALLS TO BE WOOD PLANKING(STYLE TBD) EXTEND GABLE SIDE OVERHANGS CONNECT HOUSE BIB ON SIDE OF BUILDING Z Q FLOOR PLAN W 0 SCALE: 1/4" = 1' � Q Q z 2" O 27 2" a N ' • ' o :12" ' ' -1 2" . • I I I I r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — II IJI IIo I II t1 II J J r .. I J � • � . FASTENER TYPE: SPACING: No.8 WOOD-SCREW I II 1 I I I I I I I I J BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH I ll 1 I 1 1 1 l ^^1 No.10 WOOD-SCREWS i 11' I 1 IRt I I ' I � • ' ( I ( I• ( ( I I, EX. 2X4rs FJnBASEDANCHOR WITH 16"« 2, EMBEDMENT LENGTH I TyP. SUBFLOOR 1/An.EW.LAGSCREW II r►�'�-1+ �r BASED ADMENTLITH 16^°` i i i i i i I I REPLACE AS REQ. EX. SILL tin.EMBEDMENT LENGTH � I J � � 1 1 J I J - I I _ I I I I I I \\ 3/4"APA PLYWOOD 1/2"APA RATED SHEATHING I 1 SHEATHING i GRADE PLYWOOD (ALTERNATIVE:7/16"O.S.B.) 1 I / + /•• 1 1 • ' I 1 I • , "OCIR"APA RATED SHEATHING ADD 2X10 @12 GRADE PLYWOOD N (ALTERNATINE.7/16 O.S.B.) ACQESI LL zO`i-- wEX. CRAWLSPACEFASTENER TYPE: SPACING: z^ 2X4 DFM2No. VMD-SMEW MDS / I ( I I I ( I ►�� WINDOW SILL EMBEDMENT LENGTHI I -._ i � I__-_--- I BASED ANCHOR WITH 10"« Oij TYPICAL WINDOW OPENING I Ifill n ( .I -_-- - - -- --- - -I Q V BASED ANCHOR WITH 12« Tr�,, ` ^ I I LSI I IJ v, PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH II / l ( ITHAN 4 FEET I I I I i I I I I I I Q 1/4m.dia.LAGSCREW I - ( ( uBASED ANCHOR WITH 16"« /\j,,2m.EMBEDMENT LENGTHz TYPICAL DOOR OPENING • PANEL SPAN GREATER THAN 4 FEET MULTI4 E PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: N AND EQUAL OR SMALLER 2-2X4 DRt2 SRSTACONNECTED No.8 WOOD0CRElN Q TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH B"oc THAN 6 FEET / OR GALVINRED BOLTS W WASHERS '► AND NUTS @ 2'-0"O.C, 2in.EMBEDMENT LENGTH No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"« y `�}rj SC tin.EMBEDMENTLENGTH 'oA, PANEL SPAN GREATER THAN 6 FEET DRAWN: MH/MS AND EQUAL OR SMALLER EIMED ANCHOR WITH 16^« SCALE: 1/4"=I'-O" THAN 8 FEET 21n.EMBEDMENT LENGM ,X � ,{ g+f WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL Y ;_ , 1;" Peri JOB#: �' March 29,2017 AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) ' w SHEET NUMBER: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO vv[ COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1604.1.4 OF N.Y.S.RESIDENTIAL or A CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. _ ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD 1 BOTTOM PLATE RIDGE I LEDGER BATHTUB �'o o° HEADER DOUBLE JOIST ----^^^� SIDEWALL L_J RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. - 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ti THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC H M / r M N THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP ddLo VENTILATION CHANNEL U •�'; °i °p RIM BOARD � RAFTER AS REQUIRED Z O o SILL PLATE(S) U RAFTERS MAINTAIN �' n •, ,, ,. •, •, VENTILATION Q () r WOOD JOIST M FOUNDATION TOP PLATE BLOCKING _ 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC � 2x4 SOFFIT JOIST r AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WI7RN FASCIA �" MINIMUM NET FREE VENTILATINA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THEA OF GUTTER i THE SPACE VENTILATED. ALL NGS WOOD GIRDER INSTALL 4'0" O.C. i !ik SHALL BE COVERED WITH COR - 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH ON TIN. SCREENED VENT ON ALL OPENINGS iOPENINGS OF Va INCH IN DIMENSO . CONTIN. SOFFIT/ EXT. PLYWOOD i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS ON ALL OPENINGS / 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH ERAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ��� 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS 2ND. FLOOR WALL O � RAFTER Ld I � Q WOOD JOIST O TOP PLATE GIRDER/HEADER U ga 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION O INSTALL 4'0" O.C. 4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION a Q ON ALL OPENINGSALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR. O INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ^^ ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD h•ri DBL. SILL PLATE TERMITE SHIELD I r SILL GASKETSLA ' r r I ^ TYP. CONC. FOUNDATION ( n ` 60MIL. POLE _ y '^` ` � H DAMOOF EXTERIOR V , a HT1 EMIL POLYOLYGRANULAR FILL ON EXTERIOR F.1..,+ ' y STEEL COLUMN 1 p r %1 • '. G • C . e' to ` :• ` ��` 1 e %r ` CONC. SLAB I p �. ° ANCHOR EMBEDMENT: C n �'n aPOURED CONCRETE: " V 1 COMPACT FILL , BLOCK WALL: 15" � p e l KEYWAY FOOTING o y A � G ' ^ % `>•"-'1J ° �•a •• p GONG. FTG. 'p Q•4 o' USE WITH 3x3 SQUARE WASHERS O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) % p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I I ~ O O DRAIN TILE p . ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING r A SILL PLATE TOO FOUNDATION 1 STORY 72" OC ^ Z CRAWL SPACE ORF UPJDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC Z W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION O ��rIn� WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC O a V SLAB-ON-GRADE 0 SUBFLOOR CA < CONC. SLAB DOOR FRAME 6X6 10/10 1 DOORGE O_JOIST z V COMPACT FILL V� 1 I USE 2X8 STEEL BEAM ^� FOR BLOCKOUT O O 4" SLAB 00 • P.T. PLATE W/ 6X6 WMM n SLOPE N 4'DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT • �� < 1 ° • 7 1 " (WITH A NAILING PLATE IF NEEDED) • ' ,�p'� d• •� •p '•• s• :• •• . TO BE APROX. 1/2" OR HIGHER THAN , -•> ER •{ r�••�1 RA E 4 ^"«-j'-�' ^'+ S-'4p + D 's' 0 •. • PROVIDES RAPPING TO KEEP STEEL BEAM TO ALLOW RJOISTS AL GNED•SHRINKAGEr1f��i.• si}�, ` 6X6 W.W.M. •- • C •-a s D • • • •. , 12" a a', a `. -�I 0 0' ,o 'p — ! 1. y� % DRAWN: MH/MS �` p p ' ? 'e r' �R SCALE: 1/4"=F-0" MIN. �'p �'p �'r .s I-II �•YY , •' Q REINFORCING' BAR •, a D e e e s 7 DRAIN TILE �� �� •D •• REINFORCING BAR s•• C �: s - ,f,r;' .. -1 4�'� TOB#: �... / 12" 'o :• • l�' S_EEL BE r�?'„s,a '� di " ar ^ rs• r sr March 29,2017 sPPTE (BE"ATt4rr �. SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °• .� �" `���" •�, REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE t PLAN CONTENTS:. 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-6d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST B'WALL:3-8d COMMON EACHTOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING J015T TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES CO°o 00 OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor levet shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL N construction means,methods•techniques,sequences,or procedures,or for safe the late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 9 q P safety P P PP QTY. SPACING DESIGNED FOR CAT.C) precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY ( � TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMOU anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION -N ROOF-FOUNDATION DETAIL PAG &GENERAL NOTE PAGE M - 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMONJOINTS FACE G Q, INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE STUD O.C. NAIL Sym.: O opo d attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Y SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. v a Q w HEADER TO 16"O.C. FACE �C w 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL ;I in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION U 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE Il EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: yp q pp BOTTOM PLATE To: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA T e II exterior shearwalls shall meet the re uirements of table 3.i5a-b times thea ro p.nate PER FACE NAIL 4.1FLOOR JOIST,BAND JOIST, 2-16d COMMON length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewatl lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalts are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES - concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMONJOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD poured o � BLOCKING EACH TOE 2-Sd COMMON Unless otherwise noted, slabs on grade to be 2500 Concrete to be TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire meeshsh r reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 (BOTH FIELDS) 0 to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. M--1 VJ anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). P P g � W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 85 COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 H 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL NOTES 0 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AN D COVERED PORCH NOTES: TO BEAM 3-$d COMMON JOIST NAIL W Z THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. (� N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END 0 the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON g P P g• g g TO JOIST 101ST NAIL � U 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ^ 2-16d COMMONF--I 1 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. w FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3},Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL O O Edition Wood Framing Construction Manual. . ).Tabulatednco.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTYSPACING 3 4 inch il ihhifU below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. O Unless otherwise noted,all framing and structural wood material to be#2+BTR.Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:CEILING SHEATHING: l� NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless notedAT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY SPACINGSEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. where needed. GYPSUM 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: Q openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8dCOMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6d COMMON 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10"O.0.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. L� other access openings unless otherwise noted(typical). FLOOR SHEATHING: O O 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8 .Dormers running u roof rafters are to be supported y provide adequate bracing and p Verify JOINT DESCRIPTION QTY SPACING F� W Z g p pported b double rafters on either side P q g plates to protect and secure the structure.Veri with the 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. z 8d COMM O 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists 1"OR LESS 12"O.C.FIELD O HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) O d and to form an effective fire barrier between stories,and between a top story and the roof space. O 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. Q = (!1 U needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. ^ U 11 .Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor r �..I.� P Y 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 Q V CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin in walls constructed Z 3).HVAC subcontractor to provide final system layout drawing and submit it to the General P g g g g ..� R. Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. �,,;a Q 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural +P�+"� �'I1 �^ O N 00 adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRI CAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, f; IN v�'CV over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. !1 % 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and g• ) P g P P ,• 2).When wall sheathing is continuous over connected 3 .In concealed spaces between stair stringers at the to and bottom of the run.Enclosed spaces ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. k r.i I / to have regular 1/2"sheetrock.All walls to be taped and finished. MS 3).All electrical work to comply with 2014 NEC. u � �.� �.t•.', � '` DRAWN: MH to be reduced tol-16d nail per foot. ata. f e4ra SCALE: 1/4'=1-0„ 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ; 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or '=1•K'' �� JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SOIL COMPACTION: flame and products of combustion. torch down a d R315 of IRC .NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 'd A ' n �' '� March 29,2017 type material over. an . 1) 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. ' s1+ vZJ�� SHEET NUMBER: TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. Olir N- 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR NOTE: - DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.