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HomeMy WebLinkAbout40554-Z ��o�s11FFOLIr. y Town of Southold 11/3/2016 P.O.Box 1179 0 co 1 53095 Main Rd o'y�Q� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38640 Date: 11/3/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 60 Emory Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.4-31 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/17/2016 pursuant to which Building Permit No. 40554 dated 3/24/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Jacobs,William&Alberta of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40554 10-12-2016 PLUMBERS CERTIFICATION DATED 11-03-2016 John . Reichert onzosignature Su ' TOWN OF SOUTHOLD moo G� BUILDING DEPARTMENT CO a 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#: 40554 Date: 3/24/2016 Permission is hereby granted to: Jacobs, William & Alberta 550 Depot Ln Cutchogue, NY 11935 To: construct addition to existing single-family dwelling as applied for. At premises located at: 60 Emory Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-4-31 Pursuant to application dated 3/17/2016 and approved by the Building Inspector. To expire on 9/23/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $384.80 CO -ADDITION TO DWELLING $50.00 Total: $434.80 B�ilding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to-April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. C6py 6f Certificate-6f Occupancy---g. 5 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date.kok/t- / New Construction: Old or Pre-existing Building: ✓� (check one) Location of Property: O L do(bl b � a:D �( �d GA House No. Street � � Hamlet j � Owner or Owners of Property: l v/ r I /�-�( �j Suffolk County Tax Map No 1000, Section Block Lot 131 Subdivision l Filed Map. Lot: 1 Permit No. �I o s Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) 10V Fee Submitted: $ o Applicant gnat rl O��OF SO!/��,®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.riche rKED-town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Jacobs Address: 60 Emory Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 40554 Section: 103 Block: 4 Lot: 31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roslak Electric License No: 3677-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 12 Ceding Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors 3 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors 1 Sub Panel 1 A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 15 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Exhaust Fan, 1- Paddle Fan Notes: Inspector Signature: Date: October 12, 2016 0-81-Cert Electrical Compliance Form.xls O%f3f SO�T�o� � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ell- Southold, Southold,NY 11971-0959 Z' BUILDING DEPARTMENT D TOWN OF SOUTHOLD D NOV m 3 2016 BUILDIATG DEPT. TOWN OF SOUT$OLD CERTIFICATION Date: // L3& Building Permit No. Owner: 411 1/,)/'t d s (Please print) Plumber: &, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. C (Plumbers Signature) r� Sworn to before me this day of , 20114 �p A Notary Public, County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2P-tO OF SDUTyo! - cOUN(`1,� TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 - _NSPECTION [ /FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ® INSPECTOR } t� Of SOUTyolo UOUN�`I,N TOWN OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION ' [ ] F DATION i ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION- [ , ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING ` REMARKS: A DATE INSPECTOR J Iv ` OF SOplyolo • ao TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FO ATION 2ND [ ] INSULATION [ FO /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OF SOUT,yOIo 00UMV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - FOUNDATION 1ST [ V]�UGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E TRICAL (FINAL) [ ] CODE VIOLAT N [ CAULKING REMARKS: fes. DATE JO& �� INSPECTOR rif so cou TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION I FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: D ATE INSPECTOR7RfE I t n �, SOF SOUTH couem a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r Po-o--,� No DATE < < Lo INSPECTOR OF SOUlyolo 46 - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR t Of SOUTyo `ycourm,��'' TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING- [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DhV-.-- DATE o l INSPECTOR SOUlyol N 0 ^ 1M TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 [ ] FOUNDATION 1ST [ XROUH PLEIG. FOUNDATION 2ND [ ATION FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �t & I InIA -�ti �►V d 10,3 0 w DATE INSPECTOR t OF SOUry�lo �ycOUM`I,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 _ _I N-S P-EC T-1 O-N , - - [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (�" 6 9✓ C, �w DATE 10 All INSPECTOR i IF M/04 MI v i r� STATE ENE-ROY yI \_ Wirgr' . r (� t • � r • n r u r i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: � Disapproved a/c Phone: Expiration 1 ,20J ( C�d{ BuitZ11,1i Ins ctor D AR 2019 APPLICATION FOR BUILDING PERMIT Date . t , 20 C BUILDING DEff- INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by,typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations,or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. &ia A-1 A Q_- (Signature of app c At or a e, if a corporation) (M addres Of plic t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises IAV l j f/�G�j `�/ "co I� � ftM \ r A" TV-_0 e, (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 r osed work will be done: _ 00 g v RL House Number Street H inlet County Tax Map No. 1000 Section -Block' E ' r Lot l 1 Subdivision Filed Map,No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy r / �'� /(ly HO b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) z 4. Estimated Cost_ 5-00041 Fee (To be paid on'filing this applica+ior) 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 e�isting structures, if any: Front Rear Depth 3 V- Height ( Number of Stories Dimensions of same structure with alterations or additions: Front 6 <. �WBear , r! 4 Depth /,6�6�� �{t Z} " Height i Number of S . ri rU 8. Dimensions of entire new construction: Front��- Rear Ie� h/4-0 ' � Height I� Number of Stories /� r 9. Size of lot: Front �� Rear D Depth O S ,IIH1N . -or-10. Date of Purchase�� . ��. Mme of Former Owner ® I /7— 11. Zone or use district in'which premises are'situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES -NO_V, 13. Will lot be re-graded? YES Cf NO Will excess fill be removed from premises? YES/NO 14. Names of Owner of premises lAt A -<IAddress Phone No. Name of Architect UV bt'EE 4 oty Address `f oA D 11- Phone No 2 Ec Name of Contractor �,0�l/� � Address r APhone No. �2-9 (4 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO i-� * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *• YES NO61 * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) I� N4-41 1r�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 Arjlb CONNIE D.BUNCH day ofNotary PR94a.State of New York y No.01 BU6185050 l Qualified in Suffolk County Adv� __..��__�__ .-.._:r._April 14,2� Notary Public Signatur o App ' t r -°9 STO]EZ WWA\T]EIK Scott A. Russell SUPERVISOR .,, ._� MA\NA\G]EhM11EN`]F SOUTHOLD TOWN HALL-P.O.Box 1179 t 53095 Main Road-SOUTHOLD,NEW YORK 11971 �!� �� Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑"B. Excavation or filling 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. ❑MD. 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 FIRM-Map-of- a-ny wate-r-cour-se:- ---- - ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: Dist i't 1 NAME W I I l I A-an tr,,.n Section Block Lot Gs. «, `K` tiEP FCCD '" N1LNT t;St_ ONLY Contact Information. � 'rdrynone KumhJ Reviewed By: 4 L 8MAk, - - — — — — — — — — — — — — — — — — Date: 3�' s Property Address / Location of Construction Work — — — — — — — — — — — — — — — /_ D IPN n DJ �, 6--ft Approved for processing Building Permit. Ut/� I"li r ��_1014 , 9 l (� Stormwater Management Control Plan Not Required _C` i z W 1) G (If IV 14 I' L —i 3,5' ,❑ Stormwater Management Control Plan i�Required (Forward to Engineering Department for Review) FORM # SMCP -TOS MAY 2014 - � o Town Hall Annex s Telephone(631)765-1802 54375 Ma��Road az(631)765- 502 P.O- Box 1179 o roger_ncherf( fown.soufiold.ny.us SouL hold,NY 11971-0959 '� Y U0,��, BUIL DING DEPARTMENT TOWN OF SOTJTHOLD i APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: Date: Company Name: =Name: l- License No.: Address: ?0, 4 e j Phone-No.: �j`j — pJ o2 3 L) 9LI t JOBSITE fNFORMAT(ON: (1ndicates required information) ' *Name: w i4 GD,0_5 *Address: _ *Cross Street: /L � � a *Phone No__ Permit tufo.: Tax-Map District: 1000 Section: Q Block: Lot: 1 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) I (Please Circle All That Apply) I *Is job ready for inspection: DESNO. Rough [n Final Do you need a Temp Certificate: YES 1605� ; Temp Information (If neededl *Ser`iice Size: T Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground- Number of Meters Change of Service Overhead i•- Additional AAInformation: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form ®��OF SO(/ry®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road cis Fax(631)765-9502 P.O.Box 1179 G • O Southold,NY 11971-0959 October 24, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD William Jacobs 550 Depot Lane Cutchogue NY 11935 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. 3JI6 Plumbers Solder Certificate. (AII permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 40554 - Addition f owl YON JuI ,r "i a r fill l•, , o0 J 'tl Y e�euuaryl puna'" , ■Kew �' nq /oquoo pvflq� C o suqo( Qs t ice` a ♦ 0.04�%At, 1 J 4: k r s s � - • 4 9 Y • 41r lip •t � a • M� lip r ' _ 4r __ .�c-i^•:«..t-� ;"`;:k,T'i _ - - _:t. • , }_ z.,. ..,;tet• .y^• 5 k SUFFOLK CO. HEALTH DEPT:APPROV;A'L� r I H. S. NO. ' ��f •w • � r ' , , J�t yam...-r...- 11r! :I _ STATEMENT OF INTENT THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS FOR THIS RESIDENCE WILL CONFORM TO THE STANDARDS OF THE ' z N) - SUFFOLK CO DEPT. OF HEALTH SERVICES in iJr �• �' (S) APPLICANT SUFFOLK COUNTY DEPT. OF HEALTF- t ^� - p ", ( SERVICES — FOR APPROVAL OF zi CONSTRUCTION ONLY DATE. H. S. REF NO. ^ - }; APPROVED- _4 PPROVED- L) o SUFFOLK CO TAX MAP DESIGNATION: �Jr { DIST. SECT BLOCK PCL. ` OWNERS ADDRESS DEED: L. P. TEST HOLE STAMP .;:.lLQr1:Jd1%:.7 MPcv.a.:v.v�•t nit�BtGp l' -_ { ,. - ;J :-z5 .a nv:r n K v(t•�.�,fFiri of LAY— AJYIti 12 i){11 SEAL {1F • .- ,. �,r-•,r��1�t.J�t�1 rte, c��� j REScheck,Software ' ersion 4.6. .plias . .Rift � 3 c ��� �11 D 12 1 MAR 2 4 2016 Project. erg Code: 2810,Flag-Yolk Energg Conservation BUILDING DEP'T'. Local : Suffolk,�CdOpty;,N York: TOWN OF SOUTHOLD i�onstn[ti��'yq�e: �il�gle=faelli�;ir, . , - t'E16ject Type: AddditiDn permit aatm' Permit Number_ .Cpnttr�on-ske:. 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DEq � �•. ..ry 1. ri W 2 �, •�� 3-d Z AR�FESSI NPS' Pojec[ntle:• Ra�rt'date: . 03/2a16 -I94ta fileniime:D-_%F jat�OB51JA.00B9_-m€€� 4e::1.o'f:1 �� RQ ED AS NOTED DATE:3 .FEE: -- bey: M C H NOTIFY BUILDING DEBAR r ( AT Design Services 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - T"NID REQUIRED 11 FOR POURED CONCRETE N 100Oro 10 W 183.430, www.mchdesignservices.com r•—•—•—•---•—•—•—•---•—•---•—•—•—• —,—•--� TToOLIE 2. ROUGH - FRAMING & PLUhvISING — phone: 3. INSULATION I CONS kUCTIONDUMPSTER DRY I (631)298-2250 I DURATION OF CONSTRUCTION . WELL �`,, I 4. FINAL - CONSTRUCTION MUST email: BE COMPLETE FOR C,O. ALL CONSTRUCTION SHALL MEET THE j j� �'� PORT-A-I-AvTOREMAIN michael@mchdesignservices.co REQUIREMENTS OF THE COD' Q CONCRETE' ON SITE FOR DURATION I michael@mchdesignservices.co NEW I I I OFCONSTRUCTION YORK STATE. NOT RESPONSIBLE FOR j \ waslaour� IIIHAY BAyYyw(�/yUS�II;jT�yFEE DESIGN OR CONSTRUCTION ERRORS. NCING_ I 40.01 PROPOSED I OO / ADDITION COMPLY WITH ALL CODES OF I SOIL NEW YORK STATE & TO►JN CODES �[ O j LOCATION AS REQUIRED AND CONDITIONS OF � _ _ _ _ _ _ _ _ 41. o vWIf11JL IV•.1E4r11 A1A41 1 •n1E61^C kl� O U EXISTINGIWOU XISTIrGARANG A°FR (M HA. E®�9fE-."IIT FE ��YARAGS v IJj• v., . Il E$ �r- O 1 STY. HOUSE NIvr 1� 3976 W O RETAIN STORM WATER RUNOFF , PURSUANT TO CHAPTER 236 � � v OCCUPANCY OR OF THE TOWN CODE. USE IS UNLAWFUL Z 0 WITHOUT CERTIFICATE u1 EXISTINGLU F-1 DRIVEWAY F—I O O o OF OCCUPANCY A W � ELECTRICAL INSPECTION REQUI 'CD W � A S 10°4ro'10" E 185.000' A w W v 1tRUC-If',*PLt.cAR®VjG t�r,CZJIf,E® L I T T L E: N E C K fR o A n Cc p z x a H DO NOT PROCEED 111TH O � FRAMING UNTIL SUI'3VEY OF FOUNDATION LOCATIOI"I O (� HAS BEEEN APPROVED. as ,� PLUMBING Vj, SIT a ALL PLUMBINGING � , -- E FLAN &WATER LINES; TESTING BEFORE -SCALE: 1" = 201-011 PLUPvIBERCERTIF'�`Ai ECit,.,,;,;G ON LEA L:; CONTENT ! ^ E CERTIFI;-; M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.co , f LJ I I I I I I L-i----[—I--U I I I I I I I I I I I I I I I I I I TL� -U-= I I I I 1 11 1 1 1 FRONT ELEVATION SCALE: 1/4" = V-O" W P4 P4 v � A � A w LJJ I IFT FF A w INN z o � W H a LEFT ELEVATION ---� SCALE: 1/4" = V-O" T- - -- - --- �-- - -- - DRAWN BY: MH 3/8/2016 11 Hill III Hill III IIIIIII SCALE: SEE PLAN of NEW YO Q IV ,DEE R�o'F►,f Mill III * Q SHEET NO: . F� \t REAR ELEVATION SCALE: 1/4" = V-O" J Q,—OII .. ----------- ---------------------422a--------------_---------- , M C H v Design Services 1 4 --------------------------I+II-——--————————————- I v _ : �, i 81-1131411 tK iii' 61-2V411 1 1 1111 I 1 '� 1), 8" THICK POURED CONCRETE FOUNDATION, 3000 et, HEIGHT AT 8'-0". p WWW.mchdeSlgnservlC@S.COm -------- -------------i EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. : a RESIDENTIAL CODE WITH A BITUMINOUS COATING. phone: hon 298-2250 2X8 pr-02 FJ 916 OC 1 1 ° ' , 1 r iiii 1 r : > 2). FOUNDATION TO HAVE 16"X8" CONCRETE (2X4) KEYWAY IN FOOTING. (P X :: u I : FOOTINGS TO HAVE 2 - 04 CONTINUOUS RE-BAR. ALL FOOTINGS TO REST ON email: ' I 1111 Q ' UNDISTURBED SOIL (MINIMUM 300011 CAPACITY), michael@mchdesignselvices.c0 I I TIII: �1 I 1 = X � iLALLY COLUMN Cq i 3), FOUNDATION SLAB TO BE 4" THICK, 3000pst CONCRETE ON COMPACTED FILL. I :111 24"X24"X10" •n ' INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING: till GONG. FTGf. i b' D : WALLS. I 1 i 1111 I i • , 1 I ' i6 ' 1 -�---`-------------- 4). PROVIDE 2 - 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED. SILL PLATES : 4 : I 11+11 I (2) 2X8 DF"2 : : -('_(0 (VIF) TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS 1 1 -1nr-,— - - — : SILL CASKET. I CO 1 p ° 2X8 DF"2 FJ 916"OC Q Jill C14 1 i 5). PROVIDE 5/8" DIA. ANCHOR BOLTS AT 6'-O" O.C. AND W/1 1'-O" OF CORNERS, I ' I (X 1111 1 ' 1 INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS ARE TO HAVE A 1`5 � MINIMUM l" IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT ARE TO -3 11 ALLY COLUM , 1,11 24"x24"%IO" I , , BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 1111 GONG,FTG. 1 N I MM w 1 1 I _�t1-1 Jill (P 04 N I >-° I :111 1 I I N I I r 1111 I I X I I.LL 1 4 J� I ,� I III . ___—• 1 I — /A �f.i� 1 I � II1 1 • I � fi•� 3 � I I � 111 1 � I � 3 � • I 1 • ' III , • I I 1 , Q 1 : --------, i 1' ± (2) 2X8 DF"2 °'P 1 I •-'---------, 4 I Int LALLY COLUMN : H �F------- ' 4 ' ---------- 1n, 24"%24"X10" ------- ---- ----- ----- ' ' ------------------------ ----------• UI -r - r- -iY-Ir1r--Cdf1i.- 7� - -r r- LLJ E--q O O 2X6 ACQ (V i p � 1111•• •,' , A W 1111: I. 2X8 DF"2 FJ 916 OC t— 1111IIIb, 1' � I V • • 1 4 1 • • '. 4 :I "�•111 l• {' L DUTCH WALL �•y �} y I > 'I' �m•1111.' '�, t Cil 1� I • 'I' - ..�- 1111. .:, I I W 1111' kz) C!1 w O m x 04 REBAR 912"OG p / M4 REBAR 912"OCA W r , OAND AT FT( AND AT FTG.. a u FIN, FL. TO MATCH EX. O E-4 V r� a I Va ADDITION EX, FF d d 2" CONC, SLAB4. — I .- s A I � 8„ Pc -4' EXISTING FOUNDATION DUTCH •o j__' I_, — WALL a; A s _ A . 7 --'I F—+'ji--j ' T —'— 1ro11X8' CONZC�I — I 3/8/2016 FTGx, (TYP) SCALE: SEE PLAN �,,,o NEW yo SHEET NO: Gr FOUNDATION AR07 SCALE: 1/4” - 11-0" 611 4-611 i TW3042 TW3042 •■ / (2) 2X8 HDR 2) 2X8 HDR ' M C H Design Services p 1 1). USE 3/4" TEG SUBFLOORING, INSTALLED WITH RING: SHANK OR SCREW ' SHANK NAILS AND SUBFLOOR ADHESIVE PER MANUFACTURE'S ' INSTRUCTIONS. , 2X8 DF"2 CJ e16"OG i 2). PLATE HEIGHT AT 8'-O" UNLESS OTHERWISE NOTED. www.mchdeSignseryices.com phone: Qi 3). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF02 STUDS AT 16" O.G.. (631)298-2250 � T \ry = i 4). EXTERIOR SHEATHING TO BE 1/2" THICK FIR CDX PLYWOOD. email: 4i ' 5). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER michael@mchdesignsetvices.co !(1 ALL BATHS. PROVIDE BLOCKING AT 8'-0" O.G. AND MIDSPAN. �i LIVING ROOM1'— 6). PROVIDE 2 - 2X1O DF"2 HEADERS OVER ALL OPENINGS UNLESS O ' OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS N C4 12-311 3�-4 n N ON EACH SIDE OF OPENING, PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. l). INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING, etc IN CEILINGS CLOSET - (MAX. 10' OC) AND INTERSECTING WALLS, LOAD-BEARING WALLS, FRAMED CHIMNEY / DUCT CHASES, VENTS, PIPE PENETRATIONS, etc. PER CODE. (v 2'-0" 3'-0" 8). ALL EXTERIOR OPENINGS TO WAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING =N HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. -+ A3-e). ATTIC ACCESS / STAIRS LOCATION TO BE VERIFIED IN FIELD WITH r 1 0) OWNER. ATTIC STAIR TO BE MIN, 30" WIDE, 250" CAPACITY. W ' f * • ' ' 10). INSULATE ALL EXTERIOR WALLS. SEE ENERGY COMPLIANCE REPORT. V A C14 ENTRY ' - , " 1 1 u QI n Q _ 11). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2" SHEETROCK. ------ --------V "- L---L---�C,.3.e�-- -- -�''Y---�----- ------��J�- ---�---1---- -----------------"""" , , , BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT Z 0' , X SHEETROCK.NCO to 4P4 IN 2X8 DF"2 GJ X16"OG . - � � 12). INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. UJ 2,�, j— F-NNNNI IK ® ^ W !/2 4 = � w BATT-I O V l N m N<44 q Z N W Ex. BATT-I OP-4 � V X7 Ex. BEDROOM vP4a PBA EX, GARAGE ROOM 00 ;----------------------- 00 ----------------------OO D QC [ O�I DRAWN BY: MH HAR 2 4 2016 KITCHEN -----, EX- BEDROOM 3/23/2016 1 , � 1 , , rUI.LDLNG DEPT. TOWN OF SOUTHOLD SCALE: SEE PLAN �. SHEET NO: NEW 'F- FLOOR FLAN � � Z SCALE- 1/4" = 1'-0" ti0. yoti a��FESS1 NP -------------------------------------------------- � u „ I I 1 1 1). INSTALL 2X4 DF*2 COLLAR TIES AT 48" O.C. OR AS SHOWN ON PLANS, M C H- Design 2). ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH I/2" DIA. ' GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. Services I 1 3). INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING, etc IN CEILINGS I 1 ; (MAX. 10' OC) AND INTERSECTING WALLS, LOAD-BEARING WALLS, FRAMED CHIMNEY / DUCT CHASES, VENTS, PIPE PENETRATIONS, etc, PER CODE. www.mchdesignservices.com ' 12 ' 1` „ 4), APPLY 1/2" THICK FIR CDX SHEATHING OYER ROOF FRAME. phone. to 2X8 DF"2 RR 161roOC 1 1 (631)298-2250 5). APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. email: michael@mchdesignservices.corn l i i i 1 6), USE 15"FELT UNDERLAYMENT WITH ASPHALT ROOFING. I t I I I t ' rI-------- 1 ' l), ICE t WATER BARRIER TO BE USED IN ALL VALLIES, RIDGES, INTERSECTIONS 1 1 I 1 I 1 1 1141 I 1 WITH ROOF AND SIDE WALLS (TYPICAL) AND 4' PERMITER. I I 11 1 1 8). DO NOT INSTALL UNDERLAYMENT ON WET / DAMP PLYWOODIII SHEATHING 1 1 Rr I I I I MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. I t I I 1 1 u- i i i i UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE o i i i i WORK DAY, COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 1 1 QI I 1 1 X COMPLETE. 11I I 1 1 ______________________�'! ____--_-_--- --------- ----------- ------------------ -------------------- -__-____r---------, r------------ ---, r-------------•---- 1 9). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED (ZINC COATED) ROOFING NAILS, 11 - 12 GAUGE WITH AT 1 1 I I I I 1 1 LEAST 3/8" DIA, NERDS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 3 i i i i i i i i 3 USE 6 NAILS PER SHINGLE. NAILS TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 1 �------------------' 1 ' ------------------ 1 ' 10). VENT ALL ATTICS (INCLUDING PORCHES) AS REQUIRED. USE GOR-A-V ENT 5-400 ------__-- i i i ' AT SOFFITS, COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS, CAF COBRA + ' ----------- I II ' � , ------± RIDGE VENT AT RIDGES, AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS, Z ------------------- ----------------" ----------_- 12 _----r ---- ------------------------- ' CONTRACTOR TO INSTALL SOFFIT VEN7 ALONCs WALL SIDE WITH TRIM TO _J I-r------------ rr- w I 1 i CONCEAL VENT. 2X8 DF-2 RR g16"OC Z O 11). GUTTERS, DOWNSPOUTS, DRYWELLS TO BE INSTALLED / REPLACED AS REQUIRED, �� _J P4 11 I fl i'------------------ , LLdL1 EO O I I 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 I I I t 1 1 I I I I I I I I -- .---- ------ -- ----------------- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- Ir - ----------------------- ------------ r--- -- -- -- -- --- I I + 1 1 I I I I I 0 1 C r 0 1 11 1 , I 1 II I 1 I I 1 1 I 1 V 1 1 I 11 I I 1 1 1 1 I 1 I I I , I I I I I 1 I I I I 1 1 I 1 11 t II I 1 1 1 1 1 I 1 1 I 1 DRAWN BY: MH 1 3/8/2016 SCALE: SEE PLAN 1 1 t 1 I 1 I 1 1 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -; ' -- -- -- -- -- -- -- -- -- -- -- , ; F NEW Y SHEET N O. �c ROOF FLAN Av 0�2 A) P SCALE: 11411 _ i'-o" °FE 12 2X 10 M C H 2X8 CJ Q16"OC Design Services 2' OH www.mchdesignservices.com phone: (631)298-2250 r 0 ROOF VENT 3'0 ROOF VENT email: y /1 11/2 111 „/1 1, 11/4 O michael@mchdesignservices.co 1/4 1114 1114 ' LAV. W.C. W.C. LAV. LAV. W.C. SINK 3' SHC NER O.W. OR I ATH w 11/4 3 2 3 ,1/4 3 2 C.O. 11/4 C.O. C.O. 3 3 3 (3) 1-3/4XI-1/4 ML GIRDER SLOPE"1/4"PER FOOT PITCH TO DRAIN '�'V ATO APROVED Tam SEPTIC SYSTEM PLUMBING SCHEMATIC - - - - 3/4" SUBFLOOR X14 DECKING N.T.S. - - — 2x6 ata 2X8 DF#2 FJ X16"OC .T.S. gl�"oc a 1 •° � � o I W1 a° , � •a° 1 (2) 2X6 A'CQ SILL FLAT TERMITE SHIELD .,.b 1 � Z A 81�1_ SEAL p•; 0" PC WALL � O 0 °• LALLY DAMPPROOF H i f •sa COLUMN - " ' � � O O e I o v ' � • I 1 • ' V) 1 t1;1d:' . 4" CONC. SLAB •r ® / • :14' / / 14. — — r ' - - - - - - - d d • p • d d • o • d d • as • — — — — — — — — — — — — — — — — — - - - - y 1�1 — — — — — — — — — : • d •vAp d •vep O p" — — — — — — — — — — — — — — — — — — I I t C. 24°X24"X10" 16"X8" GONG. FTG, 1� ! `� ( i I'ti ®! •lU5AME555EE 1� ! 1 I ' 1! ,r i I�` 1�II�,I iI i/t I I i ��I ti i� � 1/Y MAMTm 51eATWNAwso�potaoGss4aaVe,EMwrIRsDwE.cD/. is �` r - i 1,1 I �I ` ti -i yii,', ! ,l•DG 3�(o = CONC. FTG, (2) #4 REBAR A " 1'-O"SECTION A-A OQ-, MG SCALE: 3/8q� l Wa� Vx� 1 ! I canDe ttrvmoD 1 ' 1 l tuTe+nnTmveaAe•Dss.> � �...� Uz'.rn MTFD st�FmeA,° "'r°5'' REScheck Software version 4.6.2 W •,onu� � if ( ' ! ( ' Compliance Certificate oa ralvnrmFo W-51z oC j IyAn wroDDw Au I 4I ti I Project SA Energy Com: 20091ECC L«erm: Suffolk County,New York e 1 Con-tS TYP Type: Single-family TYPe: Addition Climate Zone: 4 (5999 HOD) rh 1 1 1 1 t I Permit Det. Permit N• nber. — ll ( i Construction Site: OwnedAgent-. Designer/Contractor. I I I 1 I JACOBS RESIDENCE �� Urrig NECK AND EMORY ROAD 01 CUTCFIDOUE,NY 1 - Conwlarce•ls%OetterlLaw Code Ms[Hnum VA: 111�Yaur114 117 _._... ............. ......_,. lra tu.v A•ew•rw.r...n.�e•dr ad.,wll"cb Few dw r smd.wt eMr—.s:t—N...el.r.ae.F.Jr.. 1 l°OCS Nr paadr•rt•,bnrgr a(wq u,r�awtralRM b.�.wimswcM hmn,- - 1 ( Envelope Assemblies DRAWN BY: MH 314•MA PL11\tIOD 5!Q"TIONG sem""'i r�4 ' I Floor 1:All Wood}oisgT ur overu;;;;;r:ened Space 453 21A OA 0043 20 3/8/2016 Cei::ng l:NnR Ce•ling or Scissor Inas 453 210 0.0 0.047 21 I I I J I J I I I I J J I wee 1:weed Frame.l6'e.c. 640 15.0 0.0 0.077 40 Wvdow 1:Wood Freme:D.Ale ren..;th L-9 68 0.320 22 1X90FR2 Vrrd-2:WoodFmme:D.,&Ie1... i,-%Losz-E 6 0.300 2 SCALE: SEE PLAN I I Doan 1:SAW 42 0.290 12 1 Comprrorrce Sene.ment The pr000eed building design desmbed 1,M;.consistent wit,,the buRdng pl. .ap—Teti :,and other tt no$rAMASS srm olculatian S,rbrr,iCed reit4e the permit in.t motion.The pmpesed bu"inq hes been designed m meet the 20091ECC requirements in j RESelt *Version 4.6.2 end m;­ply w-itb'the mende--ory m1ui—rits listed:n the R<Scheclr Mapection Checklist � 11wom saOvs w/ WpS1EA$@ 12 O G M0.TmEr�YWOWASSB%n5 NEw ya SHEET N O: 2-2%9MSRIDSCD NFCIED P DEC/��'`�,�• TOCt�neRWIMS1Ae,1E5 Mm !-, ytp WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL STAIR SECTIO a�, k�i1 �%* w w LLJ AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) /� WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" SCALE: 114" 1'-0" �T`2 1 ,-,_ •1 4 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL �O 0, 0 7 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. C� HARDWARE MUST ACCOMPANY SHUTTERS FORINSTALLATION. Project Tide- Reportdate: 03/O1T16 p'rOFESs° Data filename:CAProjectsFJACOSSUACOSS.rck Page I of 1 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS M C H USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT a GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Design Services KING STUDS www.mchdesignservices.com phone: ENDWALL RAFTER WALL STUD (631)298-2250 e CRIPPLE STUD BOTTOM PLATE RIDGE email: HEADER LEDGER BATHTUB DOUBLE JOIST michael@mchdesignservices.co SIDEWALL JACK STUDS RAFTER FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-114"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-114"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE BLOCKING @24"OL WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METALSTRAP 0.,- — --:L' CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) /WALL SHEATHING RAFTERS MAINTAIN SIDEWALL FLASHING t ILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING ' - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING uj STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED 9) WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING ARFA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 NT THE AREA GUTTER ROOFING TO AVOID SOAKING WOOD GIRDER lk INSTALL 4'0"O.C. /��' THE SPACE VENTILATED. ALL OPENINGS ONTIN.SCREENED VENT 4'-8- LSTA24 1-114"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- O ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH ONTIN.SOFFIT/EXT.PLYWOOD FLASHING TO FORM CHANNEL OPENINGS OF V4 INCH IN DIMENSION. SOFFITED EAVE A/ INSTALL 4'0"O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION AND SOA TO MAINTAIN AIR CONNECT TO 8"-14" LSTA30 1-1!4"x30"18ga.STRAP AND JACK STUDS $ r ON ALL OPENINGS / GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND O O INSTALL 4'STUDS 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 0"O.C. ACTION LLLL ""• 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK ON ALL OPENINGS ,' ' ' KEEP ROOFING NAILS OUT EACH RAFTER SOFFITED EAVE DETAIL 2ND.FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, \ RIDGE CAP OF SAME v ) ■ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING Q� n SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHESI THROUGH VENT ���j WOOD JOIST TOP PLATE GIRDER/HEADER �iTi� V 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @46"OC IDE WALL FLASHING WOOD JOIST �, W O AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD ��_///�■��� 'z FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO RAFTERS ry O Z x INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND j.■id 4"-8" LSTA36 1-114"x36"18 a.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION 9 LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" O ON ALL OPENINGS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH RIDGE VENT FOLDS RAFTER/PLATE RT75 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE 8"-16" MSTA48 1-1/4"x48'16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO S SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS SLOPE AIR PASSAGE IF ABLE,TO ALLOW FOR SHRINKAGEE REDUCE BUMP OUTS O ON ALL OPENINGS PLATENVALL SPTH4 STUD PLATE ANCHORI­ .LATES TO EACH STUD OF ROOF � �/ r , DBL.SILL PLATE TERMITE SHIELD SUBFLOOR W SILL GASKET NEOPREWOOD JOISTS i TYP.CONIC.FOUNDATION n CONC.SLAB GASKET NE - - -"`� ' I 2x6/2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL.POLY v� i 6MIL POLY ON EXTERIOR GRANULAR FILL ° %` BOLTED TO STEEL BEAM WITH v STEEL COLUMN •p - i I 1/2"DIA. BOLTS o 48"o.c. STAG. ° � / e - ROOF JACK CONC.SLAB a 'o n °°° \ STEEL BEAM COMPACT FILL V `� 4"x 1/4"x 8"STEEL o A o ROOFING LAPS \ TOP AND BOTTOM PLATE KEYWAY FOOTING o v n ° ° 4 FLASHING AT WITH 1/2"x 6"ANCHOR BOLT CONC.FTG. •� ANCHOR BOLT CONNECTION USE UITH 3x3 SPLBPS 8UARE OR8 583)ERS SIDES AND TOP 1/2"GROUT ` p REINFORCING BAR - 3"STEEL COLUMN DRAIN TILE V ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA.ANCHOR BOL - - ( ( !10 KIPS J SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATION ROOFING AT BOTTOM - CRAWL SPACE OR FOUNDATION 1 STORY 72"OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL LONG.FOUNDATION.APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION) 2 STORIES 36"OC STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATIO 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS a VENTS DETAIL CONC.SLAB / IDOOR FRAME --SUBFLOOR 6X6 10/10 WWM GARAGE I COMPACT FILL DOOR i 0- JOIST D RAW N BY■ MH USE 2X8 FOR BLOCKOUT STEEL BEAM 4"SLAB - I = SLOPE 3/8/2016 P.T.PLATE W/6X6 WMM 1/2"AIR AGE1 p• . e 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 4' AT END AND �, u .• e ; • (WITH A NAILING PLATE IF NEEDED) C'4 DES OF WOOD - • • TO BE APROX.1/2"OR HIGHER THAN GRADE � '"--u-=--zr-=-- - �` A y o D o o •� :•: STEEL BEAM TO ALLOW FOR INKAGE ° c /° a ° a = BEAMS • O� • (PROVIDE STRAPPING TO KEEP J IS ALIGNED) 12" . a =D 6X6 W.W.M. �-,- Q ` e =„ a ,- eo ., _ SCALE: SEE PLAN MIN. % e e ° /'p C.'e �' ° e \`NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM ? e' � n -—REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAMIN REINFORCING BAR a p�e•o - ( �'© DRAIN TILE I 12" I o° SHEET METAL/30#FELT UNDER BEAM AT POINT • 4�), p•s p•a Q E)P���e� - � OF CONTACT WITH CONCRETE OR CONC.BLOCK hhT � � �Td*� SHEET N O■ o . 3 TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)•4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . ° SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH(2)•4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT L BEAM POCKET Fp 0• 07 �v M C H GENERAL NOTEWIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Design Services 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING- OCCUPANCY CLASSIFICATION JOINT DESCRIPTIO 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL 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 WWW.mchdesignservices.com TOP PLATE 10'WALL:4-8d COMMO RAFTER 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACHAFTE TOTAL SQ. FT. OF CONSTRUCTION[ phone: intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAI 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 COMMONJOIST (631)298-2250 State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND CURRENT BBC HIGH 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 N WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAP AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES email: � P OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 michael@mchdesignservices.co 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 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the 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 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES GAURDRAILS ZANY DIRECTION) 200 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMONPER FACE NAIL 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 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterio STUD 2 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym.: 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE (SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGE NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK BASED ON 2010 NYSECC 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the approprial FLOOR JOIST,BAND -16dCOMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1, 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD O determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES I"�I QTY. SPACING MODERATE SLIGHT TO O O 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. 11 YES - TO HEAVY MODERATE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 4-8d COMMON r masonry walls oc urin in exterior or unheated interior areas. SILL OP PLATE R GIRDER JOIST NAIL concreteo s ry c g u 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: �T Q ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: >.4 Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Q /�\ rT, 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-Sd COMMON, END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE1��11 F+1 P SHEATHING LOCATION NOTES iii��� be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIEL BLOCKING EACH TOE 2-8d COMMON( 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 w...r 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be TO JOIST END NAIL @ @ poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: W P g g' BLOCKING TO: EACH TOE SEE NOTES:1(BOTH FIELDS !G7-I 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 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.0 Sd COMMON @ 12`O.C. NOTE:2 FOR PANEL FIELD • 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 w A .� 6).Crawl spaces n at provided with a minimum .of access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as per DECK AND COVERED PORCH NOTES. 3-8d COMMON TO BEAM JOIST NAIL 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 PERESEE ND W V 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 g. 9 9 TO JOIST JOISTAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, O BAND JOIST TO: PER E NAIL the 4 foot perimeter edge zone attachments required shall be used. v , hrF7-I-1 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT NJOTE: 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. O FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATH I NG: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. w V 1).All framing techniques and methods as prescriptive design of current SBC High Win ).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL F=i Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING framing Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For n r g g AS PER TABLE 3. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. ``►�+J C'�I below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANE 8d - 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: E-I V Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: I� NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATIO NOTES F� 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIEL otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTIO QTY SPACING SEE NOTES:1,3(BOTH FIELD a 9 9 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD where needed. GYPSUM 7" O.C.EDGE 4).Unless otherwise noted,all bearing wall headers to be(2)2x10'#2+BTR.Doug.Fi . 5d COOLER Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10"O.0.FUEL INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 ( )1 ( ) 9 6).Concrete piers shall be a minimum 6"above grade. 1 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7) All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fir to girder(s). JOINT DESCRIPTIO NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL 8d COMMON AS PER TABLE 3. 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"0.C.EDGE 6d COMMON 2.Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu 9).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD ) P 9 9 9 Floors to have ceramic tile installed shall be verified for proper load capacity unless not onstruction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G< the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLER 10"O.0.(FIELD on plans. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE: 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL, CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitt STRUCTURAL PANEL 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES V OR LESS 8d COMMON 12"O.C.FIELE 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloo 2HVAC subcontractor is to fully coordinate all system data and requirements with the FIREBLOCKING RE MENTIONED IN SCHEDULE NOTES ONLY. QUIRED DRAWN BY: MH equipment supplier. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathiing and to form an effective fire barrier between stories,and between a top story and the roof space. i E).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall shealthing Freblocking shall be provided in wood-frame construction in the following locations. 3/8/20 16 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls a ontractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structurral 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectoirs, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls strutted SCALE• SEE PLAN 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur t s NEW)" to be reduced toll-16d nail per foot. drop ceilings and cove ceilings. 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates t 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 ' EE 6h be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. P 2) R�0 � SHEET N O. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclos 6® � +,J� S+ under stairs shall comply with N.Y.S.Residential Code. 'F 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the frage a t w � ` „° , flame and products of combustion. 01' 2� 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. S�O� 07 2 R� S