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HomeMy WebLinkAbout37788-Z SUFFpt�.c Town of Southold Annex 6/21/2013 P.O.Box 1179 54375 Main Road oy �-V Southold,New York 11971 �y01 # Sao CERTIFICATE OF OCCUPANCY No: 36303 Date: 6/21/2013 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 25 Moose Trail, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 103.4-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/4/2013 pursuant to which Building Permit No. 37788 dated 2/5/2013 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: ALTERATION OF EXISTING GARAGE ROOF AS APPLIED FOR 1 The certificate is issued to Lonk Jr,Rudolph&Lonk, Jacqueline (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37788 05-08-13 PLUMBERS CERTIFICATION DATED Auth d Si ature TOWN OF SOUTHOLD ��o BUILDING DEPARTMENT y TOWN CLERK'S OFFICE 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#: 37788 Date: 2/5/2013 Permission is hereby granted to: Lonk Jr, Rudolph & Lonk, Jacqueline 25 Moose Trl Cutchogue, NY 11935 To: alter an existing attached garage roof as applied for At premises located at: 25 Moose Trail, Cutchogue SCTM # 473889 Sec/Block/Lot# 103.4-3 Pursuant to application dated 2/4/2013 and approved by the Building Inspector. To expire on 8/7/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 Total: $250.00 �-Building Inspector t Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT (� TOWN HALF. 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 2110 of 1% lead. . 5. Commercial building,industrial building,mtiltiple residences and similar buildings and installations,a certificate of Code Compliatice-from architect or engineer responsible for the building. .6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prier to April 9; 1957) iion-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-_ -c- 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. Certiftcaie of Occupancy- New dwelling$50.00,.Additions to dwelling$50.00,Alterations to dwelling S50.00- , Swimming pool 150.00, 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 ofOecupancy-$25 4. Updated Certificate of Occupancy- $50.00: 5_ Temporary Certificate of Occupancy -Residential $1.5.00-,Commercial$I5.00 Date. .OL l e/l/3 New Construction: ✓ Old or Pre-existing Building:' (check one) Location of Property: OD f &A:l L House No. Street Hamlet ' Owner or Owners of Property: P U✓JO(, 16 �1T ' ( (/,�('"I KJCr' L 4 N Suffolk County Tax Map No'1000,Section__ Block O ¢— Lot O 3 Subdivision Filed Map. Lot: permit No.. Date of Permit: ""5 3 Applicant: • Health Dept.Approvdl: Underwriters Approval: Planning Board`Approval: Request for. Temporary Certificate Final Certificate: (check one)• Fee Submitted: $ SL`� Town Hall Annex pSPg11EFOL Telephone(631) 765-1802 54375 Main Road Fax (631) 765-9502 v, x P.O. Box 1179 O • Southold, NY 11971-0959 4,l roger.richert(a)-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rudolph Lonk Address: 25 Moose Trail City: Cutchogue St: NY Zip: 11935 Building Permit#: 37788 Section: 103 Block: 4 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Goodale Elec License No: 783-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 5 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect H- Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment: 1-30a generator recpticle Notes: Inspector Signature: Date: May 8 2013 Electrical Certificate.xis OF SO(/T,�,°�o co ' TOWN OF SOUTHOLD BUILDING DEPT.. 765-1802 INSPECTION [ ]. FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOU ATION 2ND [ ] INSULATION [ RAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ' D1,7— 3ATEINSPECTOR /f � OF SO(/1,��1 cOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG BG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING /STRAPPING [ 4, eFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A-� DATE 13.0A3INSPECTOR 0f SOplyolo coutm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR SOUIy�� NTY,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) V,�ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR FIELD INSPE REPORT DATE COMMENTS • FOUNDATION(1ST} Cool � • FOUNDATION(ZND) • zz ROUGH FRAMING PLUMBING INSULATION PE11 N.Y. H STATE ENERGY CODE C O FINAL AwinbNAL COMMENTS � r �' r Lam.— �f�. • . � z . m a C ' 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. 7 71 Check Septic Form N.Y.S.D.E.C. Trustees o� C.O.Application FEF L Flood Permit Examined 20 Single& Separate Storm-Water Assessment Form - 4 2013 ontact: Approved 20 0 Mail to: Q RK. >C(} VJ4 12 r�, BLDG. DEPT. Disapproved a/c TOWN OF SOUTHOLD ryr Phone: Expiration 20 . Building nspector APPLICATION FOR BUILDING PERMIT Date O 2- 0 , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has,not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,'in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, a ent, architect, zgineer, general contractor, electrician, plumber or builder Name of owner of premises F-00OLF JAc-& Ve: w W L 0A-)' (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 0 3 Block 0 L� Lot c9 3 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 S/4) L' C C— F-4 /Z JC S b. Intended use and occupancy ,=CA /Vl Li 3. Nature of work(check which applicable): New Building Addition Alteration V Repair Removal Demolition Other Work �,Oo F ,A�tTF_IZA n •�/ (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ���-c e 6-/�v 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 Stories 9. Size of lot: Front Rear l Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 9 4 o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES NO 14. Names of Owner of premises 1_ eAl`:� Address Phone No. 73 4- Name of Architect s'G 1-f(,✓l'}�2]—°� Address Phone No 73 4! C`E Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ✓ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SuFf'aLyC being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the C �— No.01BU6165050 (Coat actor, Agent, Cor orate Of cer, etc.) Qualifiedin i Count" Commission Expires April 14,2j()—/ 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. Swo n t before me this /a day of 20 &--�LN A Notary Public Signatutfgplicant des k Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM 3� PROPERTY LOCATION: s.C.T.M.a: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A I Gl r" U00 ; STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN c section t CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No m. What is the Total Area of the Project Parcels? 2 of Q 2 9 Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within ¢6 9 Generated by a Two(2")Inch Rainfall on Site? the Scope of Work for Proposed Construction) Item will a run-off created b (This it ill Include y site b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all ]L and/or Ground Disturbance for the proposed ND Site Improvements and the permanent creation of construction activity? - impervious surfaces.) (S.F./Acm) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRIPTION (Provide Adcmonal Pages as Needed) Drainage Structures Indicating Size&Location?This f, Item shall include all Proposed Grade Changes and Poor i1 L7—E& �/^70� /4 T Slopes Controlling Surface Water Flow. �-fI . 3 Does the Site Plan and/or Survey describe the erosion and sediment control practices that will be used to control site erosion and stolen water discharges. This Item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards E] V/ of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand(5,000 S.F.)Square Feet of Ground Surface? El 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Welland or. Submission of a SWPPP Is required for all Construction activities Involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be.Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land; Which Exceed Fifteen(15)feet of Vertical Rise to ElIncluding Construction activities Involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES pemtlt is required for stone water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-040-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ❑. 1.The SWPPP shall be prepared prior to the submittal of the NOI.The NO[shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation.and/or the Construction of any ❑ constructed to reduce the pollutants In storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit In addition,the SWPPP shall Area?(n,r,Item will NOT Include Ow Installation ar Driveway Aprorra) Identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE: If Any Answer to Questions one through Nine is Answered with a Check Mark 3:All SWPPPs that require the postcopstruction storm water management practice In a Box and the construction site disturbance Is between 5,000 S.F.&.1 Acre In area, component shall be prepared by a qualified Design Professional licensed In Newyork a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuance of Any Building PermtL (NOTE: A Check Mark(4) ryr Is Required for a Complete Application) Nalfttfy ri ,aJ N-- STATE OF NEW YOM ��++ G `/ No.01 BU6185050 COUNTY OF...J...vita ..�.......SS Quaiified in Suffolk County Commission Expires April 14,2 40)b That I..............�...!. ��.��..,..........(. I<4� F being duly swom,deposes and says that he/she is the applicant for Permit, (Name of Individual signing Docu nQ And that he/she is the ......................................... .� (Owner.Conbactdr,A nt,Corpora .Officer.atc.j ...................................................•.......... Owner and/or representative of the 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 herewith. Sworn to before me this; 14 4A day of...�....... .........r 20. Notary Public: .... !!'-P.... . . ..... ... ............. ...... i ........... ..6ure ............................................ of Applicant) FORM - 06/10 i opF S( � 1 � o Town Hall Annex l Telephone(631)765-1802 54375 Main Road G � P.Q.Box 1179 RaxU;� 015.wnsony us Southold,NY 11971-0959 BUILDING DEPARTt1MNT TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: a) Phone No.: of �— ��— JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: �� - G-� • � d �.� �� , *Goss Street: *Phone No_: Permit No.: �5-7-7 R goo Tax-Map District: 1000 Section: Block: _ Lot: _ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) JPlease Circle All That Apply) *is job ready for inspection: YES NO Rough In Finat *Do.you need a Temp Certificate: YES NO Temp Information(if needed) *Service Size: 1 Phase .3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION - �� c ,82=Request for Inspection Form >E'1.,v'iC��}.Ji-f�) ��:�a��b.;J .; + .. i HH��'NV�%'�.J,���+`.'�{. ✓ �l/:4�` �� 1 1 1 - ..• _ ......T. f.n,.ta..y.,ft• •.r_ .,,� �'yr:,,.�.�:j.y{`�};' a' - ',,,l�,.r, .•t`�+, *- ,•'� �: fib,.rf. -,f;. 5. .1, 4��}tt ;K'' L•.Y• i:� t .;: i /��^ '�•`i.�! �tY i M♦ ,4 i , "ail '��I,q�4;..1 a��,'- '"V_ /t ... ✓ J ►..' 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INSULATION AL-CONSTR,IGTRON ELECTRICAL _- U) v 1 p O-_ _ ALL CONSTR?fCTIC' SH,Al_l MEET THE REQUIREMENTS OF THE CODES OF NEW � I— } i PORK STATE. NOT FrZE:SPONSIBLE FOR DESIGN OR CONSTR�G In TION ERROR'S. et,* I I � IT)PANVNI WAP/TAC SCALE: 1/4 r .. . C T C T C VTCTKlf" r) f`%K0I C\ /ATTnrkl a BR „`� , �- 1-0' � ,. ( i�%��.J 1 11 V V 1 1\VI � 1 LLL V l� f J.Vf `1� I January 29,2013 I PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A �� L MANUFACTURER`S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCIEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC PLUMBING.AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of O PRIOR TO RECEIVING F!NAL PAYMENT FROM OWNERS_ i i i i I i i — — — — — — — — — — — — — — — REVISIONS r rj - LJ Rtj1LT I 1pi T—) F:A K A l r e..r- r E I C �r � C � 1Cf -_��, � f 2X6 Ci C C CC [C f2X6 Q r �y. (DOnP ) NP 6- L - - - - - -- << _ _ _ _ _ - _ (� - - - - _ _ _ � II j[ ( j T _T4 EXISTING 4 t - - f I I A A f If 5/8'TYPE] 5/8'TYPE-X FIRE RATED r i .. . FIRE RATED;- js l F r Z Oc JVI� T4� v 0 lrL _hff INSTALL 5/8"TYPE-X FIRE RATED 5 Jr -0-.1 '��DE 5 INTO�`;RZE PER ----------- --- --------------------- (2) Lu EXTS I CNG C 0('I-' ADD ADDITION 2XI DF#2 LI ((TO BE 24110Q�� L DIISTIN P!�'! mw WALL HT. f---------l------------ -- r� TO ROOF ADD ADDITION 2X6 DF#2 (TO 1-X kk 1 IVI 1 �� j j j EX.RIDGE _N Q e 17 RENftEBUILD U `,XVALL HT. CID r-LU(jK 1--` `1AN b EX P n r ���QF v. c z @48-OC 8110c c� @4 SCALE: 1/40 ADD ADD!T!01N_AL2X6 AnD Ar)r)ITInNAL 2X6 ((2)2X6)24-OC MIN.) (2X6)12"OC MIN.) If 0 0 GARAGE TO HAVE 5/9"TYPE-X 0 1 FIRE RATED SHEETROCKON j� GARAGI TO I LAVE 5/8"TYPEA FIRE RATED SHE I 1 i� I - -� - IL Ill m f f L 4 tu u r f I I ;.... ;� " g [ ­77, YS rX" 7b (VIF) LA ikj DRAWN: N414 I�A% SCALE: I/4"=I'-0" TON January 29,2013 Lt,�u Kr�. SFCF A-A q I F- 1141, ,AC-TOR SHALL VERIFY ALL PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICAON BEFORE COMMENCINGWORK.CONTP A - 1 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT'OR CONTINUATION OF WOIZr, APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS AL .111116. '-ENERAL CONTRACTOR To COORDINATE MEETING WITH OWNERS FOR ROUGH ELECTRIC,PLUMBING-AND WVAC PF210P TO INSULATING AND SHEETROCKING AND SHALL SECURE THE Cof 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. f REVISIONS I i , ! l A /I IN I I"1 I rN A r\ r"1 A T I I rN rN A" I R Ir__rN T I rN K I A R 1r-1. e-\ /! R I `T r-,i I I r 1 'T 1 l! N r— 7 A 11 A I A /I A I /N , i VV11VU LlUk\LU rA 1 N' UiV1VL 1U1V 1AIVU V LUINJ 1 r\_ _uV I I u I N UL I tAIL UMAVV11VV UJE IFtt FOLL0vViN(U PPRoVtU USP METAL (,OIVNE O S FOR PROPER 1�iND REJIZ)TANT CSC U(3VU CO S1tttUC IIUI�I. FOLLOW iVlF�tl( FAC LURES RECOMMENDED 1NS ALLAJ1(IIV IFST UC11UNS IV Ht 1IItVc I�r1RXlfi/lu UP i LUf�ll l/�t''Au IY. KINL. STUDS I � ��_ENDWALL RAFTER �'�� ', /� WALL STUD _/CRIPPLE STUD � BOTTOM PLATE 11_6- jjyjjyiiiiii���� y.!7^� I RIDGE j�j'�..x!• ��• \ I HEADER �I.l - LEDGER IAI .� \� l BATHTUB _._ i DOUBLE JOISTSIDEWALL I_ _ _ M" _ RAFTER �� JACK STUDS FLOOR USP NUMBER DESCRIPTION_ _ APPLICATION77-71 (�_ l _ --- _ - _ HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADSS I I I V l BATHSPA SUPPORT ANCHOR TO FOUNDATION W/ ANCHOR BOLTS - ��.,.. ,... �„r �•e�.a :ia�Lnri, - __ ... .... s s ��,_,_-. �.,.�. - � -',�� ___ - , . - - -- - - -- - -- -- -- - - - ter-- - - - - - - uJI}c - ,.:,, �. «TPi.ij.«uuil w.nvi. •_ _- _ - y'r .AFF�'i.::.'v' z _ J TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED � � [ �-+��c�:c;d�n `n Ar icrt lip U.`,r N�i•niitri` ut'vt,nir IIIIL Arr�rUA liv1 ., "rvii I tACH YVAL% rtii7v'117y�, N=An AILt-L wf iri fn"t fZ' a� ZNO. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP v JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ' �I I ALL OPENINGS LSTA12 1-1/4%12" 20gc. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY (OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER l ANCHOR PLATES OF 1ST• FLOOR. CONNECT THROUGH l g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE i 7 i i - _�, - - -.... - - �• - --�_..-- 7• rid -,� - - i• •� [�I 111 ��� ��� ����II�_/� I\� �/ \ THROUGH-ROOF RE OO� EXHAUST V JTRAD O C,TOR METAL STRAP ==41 VENTILATION CHANNEL ou V] ;d17u �;VA•V jI RAFTER SILL PLATE(S) I I I \ I RAFTERS lll�_ FOUNDATION , , '• I , , , �j TOP PLATE - BLOCKING ^ � _ _ _ .O'� _2..a i rnr.�o BLOCKINKIN G c—�cti STAPPING TO BE ATTACHED TO WALL STUDS 048"OC i I 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A v - FASCIA UINIUI IM NFT CRFF 4FNTII ATIMr, AR�G 7 FLOOR JOIST DEPTH USP HUAIBER` DESCRIPTION APPLICATION WALL STUD NOT SPA THAN VENTILATED. OF THE AREA OF -+J ' - GuTic< IN 4'0" O.C. i� It 3\,`/+ THE SPACE VENTILATED. ALL OPENIIIGS WOOD GIRDER _ SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED `DENT �^ION 'ALL�OPENINGS / I OPENINGS OF '/,INCH IN1DIMNFi= N. f ID 'CONYw. SUFI`IT / rXT. PLYWOOD - Il INSTALL 4'0° O.C. I \ Il LOCATION USP NUTABER DESCRIPTIONV APPLICATION SOr"FITED EAVE 6�- i4- L�iAS6 '/4-x.iu i6gf. �irZAF ALu jACK JIUUS _ _ - > 1 CONNECT TO ON ALL OPENINGS /�//�\\ r// . 4" - 6" RAFTER RT1D 10-3 4" x 18ga. TYDO`NN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND I wSTAU_4'n" n r. �' \_ I _Ri` a / OVER BEARING WALLS AND HEADERS 14" - 1ti LSTA36 1-1/4"x36" 189a. STRAP AND JACK STUDS r - f2' R.4ETERI Rizu j2i-f/8_ x 2bga. TT010VYN ANCHORJEACHcRAFTERI �ON ALL OPENINGS \ �� ff I Il I 11 Ittiu. FLCiiIR WALL RAFTER r Q WOOD JOIST TOP PLATE 4� GIRDER/HEADERI 1 ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS (D48'OC � � }' I � /' I � � \'Q � ' v �� WI F P AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD 'VII Il IL � [f�-,. . I IN a" - 9" 1 LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDSUDSI � I LOCATION JUSP NUMBERI DESCRIPTION APPLICATION � I -UN ALL ur=•tivllV'GS'` CONNECT EACHTHE:i. >_ ?sC�." W �::2•,� .�yurz >- _S �_..-..- » r :; - v R. RAFTER/PLATE RT15 TYDOWN ANCHOR IF ABLE,-SET-FIR JOISTSDAPEROX. "T1/2EEL CHGH HIGHER LVL HEADERS INSTALL 40 O.C. y' ' " 1I1# RAFTER TO PLATE III III 11( }r" Mcreda -}/a" au^ tFnn, CTR4P eNn .Ieru cnlnc 1 _ l TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS I 1 1 PLA Ft WALL SPFM4 �SZIU PLAIt ANCHOR IPILATES TO EACH^STUDI r[ON ALL OPEfIINGS� � � l� DBL. SILL PLATE '!:/ \ V l TERMITE SHIELD �— ���� / l CONC. SLAB �,_��i-._..E� w=�..?3v% •`',J I '� � ��' - I I--- s o fid L- T` DAMPPROOF EXTERIOR va 1 GRANULAR FILL 6MIL POLY ON EXTERIOR r • t .. s ' ' • ' • , T ,•4__ ._.' ' -•� `�. I I _� I I V I 1 CTFFI COIIIMN A l fi gp WE I coNc. sLAB a I a a _� _ _'__ _ I I_ •� ` t 1,\` _ ``�� _ t _ v /ANCHOR BOLT EMBEDMENT: ..........COMPACT FILL BLOCK ' ..,.� 0 V y �' - ' ' _ 1 • �. • "� �� lE.. wI • l u`NALL• - I .� • L•''3 - •• La - CONC. FTG. 'n .' .6 . - s. USE WITH 3.3 SQUARE WASHERS � ;O ANCHOR BOLT CONNECTION � J • (IUSP LBPS58 OR BP583) ` Z DRAIN TILE `> •. - L l ANCHOR BOLT CONNECTION FL,UNDATIONI 5 'H` DI.4. ANCHOK 1Bl5LT { f yr> (SUPPORTING I /AIAXIAdUM SPACINGtL„L_ 1 _ CII I_ OI nTG Tn GI?I[Mn nTlnnl - I - __- - -- CRAW1 SPA STORIES, 3 E D? F UNDATI Nl I SILL PLATE TO FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERS .f vW wHERE NEEDED FOR STRUCTURAL BRACING. $ilfl. ., ,.•��� .,..�::af 4c., r b, ;•. z4<<$"Ail" i:I r,.;. �- I rALL•BOTTOSLABAO 1- To U 2 STORIES 57" OC I I NU r—SUB FLOOR I CONC. SLAB e� ! ! DOOR DOOR FRAME 6X6 10/10 W`Md '\ USE COMPACT FILL �;; GARAGE Ff JOIST FOR-BLOCKOUTd SLAB �U '•` „ +, • P.T. PLATE :_ N14 t - ��� I • `/� I 1 .Q . �c• •,F 7 1 2" :DRIVEWAY . (DTCH JOIST AND ADt',> 7, '+ y _ 1 {{��" I < WITH A NAILING PLAT �gl, 'DED, 'As E'• _ _ _' _a' ww .w� - a a • • TW RF APRnY 1/�" '2 T M ` A�•t'o ,a O 1�' OE f . STEEL BEAM TO ALED f R r; I • • ( G ADE '- ' " O PROVIDE STRAPPING TO EEF IT a -a----•r- 1lR.AVJT�i: nquintc" �` SCALE: 1/4"=1- hs O s O �,e �,� S • �I I .. I I MIN. -- �•S e • • :L_` s,• I •O e a•s •� 'sy I - - l l ran y, 0 n I a REINFORCING BAR = a DRAIN TILE ►� • Q rr }-+ •� 12" • • i• O !O.• jl j---1' I 7 _y _ - I January 29,2013 TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �'• REINFORCE FOOTINCG WITH (2) #4 REINFORCING BARS. AL A-L PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK L CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS CONTRACTOR SHALL VERIFY ALL GENERA MANUFACTURER`S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. l DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROU61­1 ELECTRIC.PLUMBING,AND HVAC PRIOR TO INSULATING AND SNEEfROCKING I AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS- I JREVISIONS WIND FRAMING NOTES NAILING SCHIEDULE PLAN CONTENTS: " it � w-mi ' i "tip 1).RIDGE-TO-RAFTER ASSEMBLY: � A k00F � M't N6: 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. Inlr lr;ucr o,orinn, NAIL NAiL , U11DtNG USE _ - RESIDENTIAL DWELLING When a Collar be is used in 1'eu of a ridge strap,the number of 1Udcommon nails required' _ ==' wiry.. 5i-ALt`t�iG -, - in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL::3-Hd COMMON EACH BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: � _ _ _ _ �_ TOE-NAIL.. `-----'--'-.� j ' f `VkLl $" ""�r:�tz'., ""` '`" = - TOTAL SQ.FT_OF CONSTRUCTION (SEE PLANS) 1 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: J CEILING JOIST 8'WALL 3 8d COMMON EACH l 1 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 -�•r,n ro..-ra .r,,.� a,+,_._AJ r_...- , ,v,r r TOE-NAIL ff£111 far general y accepted good'building practice and Compliance with current New York accordance to tattle 5.3.wrier l a ratter of VUSs do net Tail in i1rie Witt,studs beicw,ratters PRES+,.iZlIMTVE AT tF R N.V.S.R 31"t-1t IAL CONS"i lkU T-i0N CODE AN13 - -- 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 2006 SBC HIGH WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL PARAI{Ft RAFTER \Y/F(rM_CRf IAP NAII - - 1 FRAMING ELEMENTS AS PER FLOOR PLANS 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 CROSS SECTION AND GENERAL NOTES © OVER PARTITION WFCM-SBC LAP NAiL EXT.BALCONIES 60n tj.The Generai Comacter is responsible for ensuring that Bf,work-and construction O -V,AU A3 tJMaLV. COLLAR TIE AS PEP.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 level shall be attached with uplift connections in TO RAFFER� WFCM�LBC END NAIL 1 ATTICS w/o STORAGE 10 l 111 J TI,«n rs,Pas Aro t.,l o.e„><:,1oro i a< #�f tho tr o;;F,�c+;.n<f_r s1;,.1,. l i; a,<1 arrnrelanrA With tahls Z_Zh..\XlhPn ie:all etnrle ahnvn rin not f?iI in]Ina te,ith dt,rle hAMAI the -__ ---- _ _ 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 EACH TOE ATTICS w/STORAGE 20 1 2-8d'COMMON DESIGN LOAD CALCULATIONS accordance with table 3.3- � � TO RAFTER � � END � NAIL � � ROOF (GROUND SNOW LOAD) 20 � I 5j.Ls it, ;a:.>sica,i iflx prtce;atnct over sCated ura,an;gs. PAM BOARD EACii ENU t :r� �.�.:� i:; DO NOT SCALE DRAWINGS 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON 1 ROOMS(OTHER THAN SLEEPING) 40 { ) TO RAFTER END 1 NAIL l I_ First wall studs shall be connected to the foundation.sill.plate.or bottom.plate with uplift JJJ JJ II ROOMS(SLEEPING) 30 11 JJJ 11 1 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:G: STAIRS 40 c:1 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 r Tr< _ ®� GAt iRnRAILSIALLYJ3IRECTlON) 200 cr `' _- ,.-..,.,__- ..-f--1 __ --- -__ --__I - ' __-__- __u' ` .-. _. . . . .. _ _. - AU[ --.__- y �` ;.: r.; 'a r t'a eft (STY: SPACIN�ii �-: (DESIGNED FOR CAT.C) rn j 1 precautions and programs in connection with the wank.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt _.. � � EXPOSURE CATAGORY I� I j TOP PLATE TO i P_ER FACE NAIL j U Ln specific use expressed or implied in the use of these Dlans, spacing is to be spaced and sized in accordance to table 3.2a.1n addition to spacing, _ _ IAA cnUKA01, i`$.s'i"f'Y.A t is anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all _ � }} ;"`r<-r•`'"'`M, ,;_, id (ROOF-FOUNDATION) 1 DETAIL PAGE&GENERAL NOTE PAGE I-a 5).Refer to the Window and Door schedule for exterior openings. corners- TOP PLATES AT JOINTS FACE i4- 16d COMMO F E,. _vw:, ;w �-.:=am 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets i 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: v cn° In I STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE j _ 1 or exceeds manufacture's specifications and applicable codes. 11 Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior �rin 2- 16d COMMO in C aftacfled wit fl nd common nails of 6 O.C.at the panes edges and 12"o.c.in the field,and -_ Y FIRE PRCf?ECi(ON ` ' u t 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at anel HEADER TO 16"O.C. FACE SEE FLOOR PLANS - gypsum P 16d COMMON (SMOKE&CO2 DETECTORS) «......:..,_.�.,..i..w.....:x,-J HEADER ALONG EDGES NAiL .5' in table 3.15a b. TOP OR BOTTOM 2- ]6d COMMO PER 2x4 STUD END TRUSS DESIGN STANDARD STiCK FRAME ] 8J.Wind load requirements shall_be taken Into account during construction. -_`� __- __ _ _ _.- ,_ PLATE TO STUD _ 3- 16d_COMMO__PER_2x6 SPUD NAIL NERGYSALCIJLAIlON A RESCtIECK AM ' N A STAND E CONSTRUCTION 6j. i r'P€tt EEKi 1"RfGR SHEAR WA CO�NNECi 0NS: - -- -- - -- - o i BOTTOM PLATE TO: *J s FOUNDATION NOTES: Type 11 exterior shearwalfs shall meet the requirements of table 3.15a-b times the appropriate l 7 PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA III! 1 FLOOR JOIST,BAND JOIST, 2- 16d COMMO"9 �r,;,K+r -io farts.rc;„+ahlo.R 1G. ..____ ........ ....._ ._.- -., FC1nT "FACE MOTIF-1,2 1).The General Contractor and Rhason to review plans,elevations,details and notes to -" - - -"__--_._____-___ j i v��3r��a`�i�„4u j ( (.. ..-.... ... 1 GROUND W-11 L`3 SEM-WC FROST` Vvu ER ILESHIELD determine intended heights of finished floors above ,cal grade- NOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD g {) typical g 7)_INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: , _ toner,_ 1 HAZARDS ;i feln T: S P-,u`'i`a If',ia:.rre S.t4 Siva be-pe.: -rLe".,va be z:easeG`:whorl - - - - -- �ainua mru -rrun nrr., 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL [��TESNAIL 'SPACINGI MODERATE SLIGHT TO J J 2 4 4.7 anti 2-2-4 rvcnPrtivPly- 20 LBS. 120 B SEVERE 3 FT. 11 YES 5J.Provide fiZ"expansiori joint materiaf betweeri Concrete slats and aabuiting - ..-- _..--.-.. . _ ., J0I`TTO: PER TOE ( I I I 1 i `` ' ` 1 concrete prmason walls in exteriorprunheatedinteriorareas. 91-BdCOMMON ROOF SHEATHING REOUiREMENTS�FOR WIND LOADS: masonry g B)`CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL TOP PLATE OR GIRDER JOIST NAIL __ o cr_ rrNr•� i- _ s isj c d z s t t dr t = f Kit3vC dts EACfif 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"longat 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES PP P �h 13.5. __ _M _ I -AT PANEL EDGES J SUPPORTS IN THE PANEL FIELD---- 2 ii 5 .Unless otherwise noted,all slabs on grade to be 2500d COMMON g P.O..p.s.i.-Concrete to be I � � TO JOIST � I END 1 NAII � 4'PERIMETER DGE NE 8d COMMON @ O.Z 8d M N @ bT`-OZ: -�E TES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: D,r Irmjglc Trl. .rA,-u rrsr 1 _ - _ _ SEE NOTES:1 __ (BOTH - - x :` - , ram. e =z -?$''x�i?x�..e...,.y,•ta:re ecrt.ys_� _., ..'�..st:.:-..� .-. ={.a- _,,�a.:,.ti-.:_ g•4$ ?k�5��. - . t'L;t;2 iY;,i;� st" 3'-i/`�i'DC�fri,i-R.tilt iiti Cc3$E cZ,,, i;�' 'i.;t'v �-%'u"icMV;'u�,i�,i":Ni: - -''� _ _ _ _�:skv. - ,�-v -s.. „T.s A_sr�:r.:-�;2„ -��-. ,m ,; isl y 's•':y,-"".`='D j "`-'�"•' y'.". �3'-iodi_i»�iivFvT'� ____. � _._._ � �- NOTE;2 FOR PANEL FiELD � W SILL OR TOP PLATE BLOCK AlL 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge N m._. ., _ _ .............. ,,,, _..... _ - along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDf,I R S TRIP = EACH FACE N @ 4" N @ 4" [�_ _ GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON O.0 8d COMMO O.C. SEE NOTES:1,3 Q.Grrma i eor:-c u ^'union;tam d iri-C i iris 7�r cg uccL-SS G"nTf_,fai5n:f Cr:? - - ....3[.C�'::^:ii•::.:'s j F F- r o attached with the above requirements. TO BEAM �q JOIST NAIL 8x]6 cast iron foundation vent far every 150 sq.ft.of area. � I j 'Y f � i NOTES nrry -Amn ("n\-1J=t�1`I� DnDrw 1 in-rFic• JOIST ON LEDGER �_ +•�r.+,...r*.., PER TOE JJJ JJJ 7).Dampproof exterior of foundation with bituminous coating as per section R406 of F ' ' ' } " ;`"•� TO BEAM fi = JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. - 1 .Unless otherwise noted all framing material to be#1 AC pressure treated lumber_ N_Y.S.Residential Construction Code.A 6 mil polyethylene film shall be applied over ) U g Q P BAND JOIST PER END 3'� 1�d Cn�JIAAs1h er, t�trao•g.-,n c fo-_xta At ut rsf rr:�er r*veo jmur+tz;;ac et. :rag, - . . _ ._,. _ .+�:--. »•%-_.,,�-_••.:=K s.- .K:-n�:.:.:-=®:�--t=:,- •. t€:t =s`t _ _' s.-;#.i N`AIL 1).FDr roof sheathing within 4 feet of the perimeter edge of the root,including 4 feet on each side of the roof peak, U -16d COMMON! 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: 12 PER TOE NAIL the 4 foot perimeter edge zone attachments required shalt be used, Girders on concrete piers shall be anchored with proper steel connectors anchored t ""L '"�` _� t FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING: Fo Tabulated 12 inch o.c,nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. � � 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"chick concrete footing_ itiMIL�JOINT DESCRIPTION Edition Wood Framing Construction Manual. Use 1/2"di B"long bolt washers Fin Shall be 3 ft. S NAiLPACINGse a m mum a x ongancor t w wasers an nuts. oot gs 1QTY1 0 O 3).Tabulated 4 inch .c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For I �...� T ) 111 � r---�:.__ y_._�_..__-.:.L n. ._i•._n�c� �L___:, J-_u�,__J..._J,_�a-_L_--_ '� t,/ _.... -Y.a:.. __ r•c�L -rcu.£� ti..___.. ..x.-.,..n.,...,..._u..y_9__4._ -. v.....,a..a» •-„,,._,....a s,. 1"sefow S,ade.-r`vrcties with,covered to St,aft have f2 u,a_Concrete piers feP the girders, STRUCTURAL PANEL 8d 2)-unless otherwise Hated,all framing and structural wand material to be#2+BTR. vvVFCM-SBC i WALL SHEATHING REQUIREMENTS FOR WiND LOADS: �+ Douglas Fir. At Wort -;�;<+<+. ha.rn I,Inrb;rt a+Pin r,c ..-. -- fk_tfLI1�VU 3i iAIt-1IJi',�J: :Ait15FAI-; i:iACL5FA-1 sc:A ;41M-1�t ;:A+c SHEATHING LOCATION NOTES I 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FiELD 5).A minimum of 10 inch flashing shall-be.installed between the building and ledger. NAIL NAIL :.A . 1f)INT hFCfRIPTf(�N � - _...._ _ Le, t'. -a ov,tat en.'Q t,.0-Itic ing. n; 'is" a.ooit5 rstin wZ- im;ar:,s nuts' - - - .tfk�i:Yts 12"O.C. SE 1+vt fi I s�r r� s "; I i4'EDGE ZONE 8d COMMON @ C O.Ctl;d COMMON @ where needed. GYPSUM 7" O.C.EDGE + ( NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)Zx]0#2+BTR.Doug.Fir. 5d COOLERS c, im-rcoinn -2ne,r a.4 rr+r,a•.r%n, a-n e- of rr`ikAkA NkJ -son r,e- err e,nrr. iGearing wa,i ttead'erS to Piave(Zj jack Studs and I;Zj full leng,i,studs on each side of ail t t r`-- `..'-+ `f fi r r -`" ` -•- - - - - f _ 7 ( 6).Concrete piers shall be a minimum 6"above grade. i 1 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of I I JJJ •s _;r,.+c 1:? a ;.",T 11-4-dnu,<iit<<halt>1,-1, ,m_4�1 w;nrlr„uc;lt-1.4-fr,r-'DvA .-]I 1 _. -_...� .:- - .._ -_, -__-: ., - 11 II 11 LL __ ._:_. .�-_. __� ,,_.. . _ ,..�..- � ALL SHEATHING: NOTES -- -. z.-.___----e• -•_ ., • 2 _. ,_..e . __n _...,_.___,..- _-_- --- e;.,u jmsrz ca roc fu�Cri�er:::r ru.'rd s ors er r�t.tciai icl t sr ri�r ae asie sarez fi openings between 4l and 6'0 and 2x6 wall openings between 5'11 and ---Provide fire Ito girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1 and blockingwhere applicable. QTY. SPACING _J 5 .All flush beams/headers to be installed with heavy du alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS Ptle TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall p 8d COMMO g g q I t'Y h'g g PANELS WFCM-SBC , be used. anehnrc uThero annlirahlo to ail m_nnortina inictc. I]I II 1 A A ID I AI r A7/'l'T=� r a?f?6-0116 6d COMMlO� 3-0.'C.to-t i 1 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 1 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached tD stud framing members with _ _ _ - --Fnr f_ramina m_ emherc utith O 42tGt-the nail cnarinac chalt ha reduced to 6 inchec n r_ .w i % a%-'r'c:sir'r C�<t. d COOLER on plans. - WALLBOARD iO"O.0.FIELD I v y � J } 7L Dr i,4o 7_1-VA"+hi<l,m r lank-t haiaht t -- atrh Pn<.r 9nir+mot around rta;r..Qtl anrii.. 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. r"t 4 Z r-a �r+n re ar- ara a,sa-�- other access openings unless otherwise noted(typical). < L�%.1� 3I tm I s s�, i. NOTE: �' 3)_If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL , .. . ., ____:-�- - - - '� f,+�,.��s fZi,'^��. �,.qR^r. ,p..o,�. iS4'ze-r��.,:t,....,,.•.,-�..,,.,.,�-.��u-,,.Q:�..,:...`.��..`.-.c� �:w;.. ... '� ��:a r'. ;r:-r;t>+i,�• - - - - - --- --_ _ - _- _ - _ _-_ _ __  _ _-__ _ __ _ _ _- _ _____- _ - JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY � 1 � J .,. gr;l:,roof rs;i��S are r�suYpr��rt'�d Cy�.,n,s=ra,cc,�u-s,eZc„ar ssde r•• •e=�-.�:"` g where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. t) O a a.a.> r rs.:r-ra-3.s > .�-ra-� 7"rsn I GcS 8d COM,MO. 1)"n f F,rI1l. w s r f V i i ii S�iii i C� , r ,__ ._._._,_� ; i, O 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists "- ).PRCiv)DE 512s" TYPE-X SI-iEE ii ROCK FIRES 1 OPPING AT i0 a MAXIWUM DISTANCES FOR NON ACCESSIBLE AREAS. � O C)1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: under all bearing walls. 2)_USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. R f- requirements. (( ----� - .r':.a::+'a t e'=s c C:+�:_.'es'e r Tyr¢:' isr i:.;CVZ N Lo 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as 1 THESE NOTES ARE ONLY TO BE DEFERRED TO 1F +� N (-) 1 needed. -I LIVIA!�.,r_. .__. A-„-. � J: � ._o...a- .J-a ._»J .:- a.-. aL aL AaF1.Ir,F1tJFn tA1 xet IF+�I of NtnTiFt s1NtY. Section R602.8-FIREBLOCKING REQUIRED j _f...._ _ w __., _ _ _.. ._ u.,_.._.., ..,..., - _ t _.ip,ent ) q Firebiocking shall be provided to cut off aii concealed draft openings('both vertical and horizontal) - equipment supplier- 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based ion wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. t"i S+r�c Subwr'it,allot to N,ud,�`e i�„at Syiterii i'ayvut dTawi„�end Siiti,i,it ii to ttte G[i,erai na`iii=d v"6i rLcu,cr�a,ilSc jrai,c,cu��e.ii W`aii Sfie`ai„iibT `"r•�'>:"`�'c�='"h;;+r-"�"'-��Y'+%"�'�+'���??"^''`r"�.°`-"'"-r.+`�;�:'='��'+??g"��t:'=n`r??t a^.r:-tt-�rt�r�::;�t�acry>> ' *,,sy..,.!y,�' - - Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor _ _ _ _ _ _ _ <t,�r�= ,�r .,ac„ n. ,.o„ana�f, "+r,..+ r.I 1).In concealed spaces of stud walls and partitions.includiriv furred spaces.at the ceiling and floor ad`nered with PL400 adriesive and screwed to floor joists.Finished floor to be installed q - Y - 4- - levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceedin ]0 ELEC RICAL1 O tS: members shall beAdoubled,or altelrnate connectors, P g over subfloor as per manufacture's instructions. such as shear totes,shall be used fro maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructec{�t`+#'r� l 11 .nu alortwrm,t.,+a:•<+�I,o a�<..or t s v D« {o,+:sl r,.<+r,.vie.,c�to P + ...6 pen-tr.-., ,tLt;or Frc.�.6 Ff6_t'-c2 Sti,Y.,s. p .r 4%;a 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and fi y 1 2).When wall sheathing is continuous over connected 111 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. 2t-At all intPrcnnnec+innc het.,gen ronreated.,Prtiral and horizontal cnafBc c�rh air nrt�r at;r,ffir.##7##7. 1 A`r'1" ' 1 R At�IAI; 1tAu!Jut to have reguter fit Z-sheetrock_Aft wails to be taped and finished. _,.__ __ .^. _. <_.. .,. .; F_. ..== . ... --.. _. ..•...... -.- - ; , to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. ((�� ; _ , „ 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 p l )1 SCALE: 1 4'-1-0 111 IA1 A,1 rr, f...i+h a n:+ h 1:ur tl�n d•1�tF,QIt J o;,<+eRa.t.. th�n I-C.XY,9+or h>r 43 .r of N-Y-S-Re<idential f_nnctnirtion 1_ade_ )-in, concEaaii'd SYac.ci 6FrwEiz i Stott-SIM-ngc,i at Me top,and bot-Wlii v,#tic run.EnCfi6sc` approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM under stairs shall comply with Section R314.8,N.Y.S.Residential Code. r torch down type material over. PY ee "� January 29,2013 3c�+ar.A�. •r wrsr.::ef itittis4z.-�=a�c. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 4)_At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of } he irictalleri with a fnam cill-uaclrPt and con-r-tPv tarinitP chiPlei nr annrnvarf P,31Ia1- flame and products of combustion. 5).For the fireblocking of chimneys and fireplaces,refer to Section 111001.16.N.Y.S.Residential Code. 1 PAINTER T PRIM AN PAINT l E O E D N ALL DOOR EDGES TO MAINTAIN CONTRACTOR HALL NOTIFY ARCHITECT F ADISCREPANCIESi r c CO CTO S O RC frECT O PIl' BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.COINTRACTOR SHALL VERIFY ALL -,ENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPEGTIDNS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK IeOUGH FLECTIe1G PLIJMSING.AND NVAC PRIOR TO INSULATING ANp SNEETROCKING ANp SHALL SEGURF THE C of 0 PRIOR TO RF-CEIVING FINAL PAYMENT FROM OWNERS.