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HomeMy WebLinkAbout38794-Z Town of Southold Annex 5/14/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36922 Date: 5/14/2014 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 12455 Main Bayview Rd, Southold, SCTM#: 473889 Sec/Block/Lot: 88.-1-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/1/1900 pursuant to which Building Permit No. 38794 dated 4/18/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ALTERATIONS TO AN EXISTING ACCESSORY BUILDING FOR FIRST FLOOR WORKSHOP AND SECOND FLOOR POOL HOUSE NON-HABITABLE AND NON-SLEEPING AND "AS BUILT"FIRST AND SECOND FLOOR DECKS The certificate is issued to Bochner,Mel&Marano,Lizbeth (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0015 06-24-2013 ELECTRICAL CERTIFICATE NO. 38794 04-24-2014 PLUMBERS CERTIFICATION DATED 05-13-2014 Walter Marczewski u oriz S igRature TOWN OF SOUTHOLD BUILDING DEPARTMENT 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 #: 38794 Date: 4/18/2014 Permission is hereby granted to: Bochner, Mel & Marano, Lizbeth 108 Franklin St New York, NY 10013 To: alteration to a 2 story non-habitable accessory building, workshop 20' X 26' and as built wood deck 10'6" X 20'. Replaces BP 37095. At premises located at: 12455 Main Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 88.-1-12 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 10/18/2015. Fees: AS BUILT-ACCESSORY $216.66 CO -ADDITIONS TO ACCESSORY BUILDINGS $50.00 0 1: $ a Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE v 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) -�)s--)9 Lj Permit#: 37095 Date: 3/28/2012 Permission is hereby granted to: MEL BOCHNER & LIZABETH MARANO 108 FRANKLIN ST NEW YORK, NY 10013 To: ALTERATION TO A 2 STORY, NON-HABITABLE,ACCESSORY BUILDING,WORKSHOP 20'X 26'. ALSO 2ND STORY, AS BUILT, WOOD DECK, 10'6"X 20'.REPLACES EXPIRED B.P. # 35233 At premises located at: 12455 MAIN BAYVIEW RD SOUTHOLD SCTM # 473889 Sec/Block/Lot# 88.-1-12 Pursuant to application dated 10/2/2009 and approved by the Building Inspector. To expire on 9/28/2013. Fees: PERMIT RENEWAL $216.00 Total: $216.00 f uilding Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL 9 COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35233 Z Date DECEMBER 22, 2009 Permission is hereby granted to: MEL BOCHNER & LIZABETH MARANO 108 FRANKLIN ST. NEW YORK,NY 10013 for ALTERATION TO A 2 STORY, NON-HABITABLE,ACCESSORY BUILDING,WORKSHOP 201X 261 . ALSO 2ND STORY, AS BUILT, WOOD DECK, 1016"X 201 . at premises located at 12455 MAIN BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 088 Block 0001 Lot No. 012 pursuant to application dated OCTOBER 2, 2009 and approved by the Building Inspector to expire on JUNE 22, 2011 . Fee $ 432 . 00 Author zed Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) -/ Location of Property: ;,y.5S /L40L"h 9,2\\1 VffJ Q 15 �O I t o 1 C << House No. I Street Hamlet Owner or Owners of Property: p.J iy h 21r ll(Z)9 0� M a rGLy G Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. - Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:�� (check one) Fee Submitted: $ A azn za Z)n.0 Applicant Signature a _ Y� � 'moi v'�/' �-: ,� v� v,w �/j• p� v U �,r'� f���!•f�l`-lirl)��LiT;�lC )C�',w?��_i'16�i)�_��'T���l )����'��� )� ��aT��: l ),� �-ta��rW�-�15�7)��.a{�.J_!l )c(ft51/�'!: 308 East Electrical Meadow Municipality Southold,Town Of --adow,NY 11554 - Office:(516)794-0400(631)396-7474 Inspector: 125 Fax:(516)794-5854 Issue Date: 12/2/2009 Website:www.electricalinspectors.com •i � ,�� 1AiMail To: Property Address: nfo@electricalinspectors.com East County 'C William Oster/Bruce Oster Marano �• ) 2300• Road uthold,NY 11971 Southold,455 Main Bay Av p�J 00 �._ ELECTRICAL . ♦ i , , ACERTIFICAlP. � conditionsAREAS LISTED BELOW ARE APPR SURVEY AND FOUND TO BE IN COMPLLANCE IONAL ELECTRIC CODE No visual defects were found for the electrical inspection pro d.No obvi unsatisfactory herein below only. This is a visual Survey in compliance with NFPA 73,latest edition ter Section 1-1,1-2 Residential SurveylMaintain Existing Conditions ( Studio I Car Detached Garage. v: .-�//✓////lel � ) signed .PZ authorized ER Agent n Bivone Philip F.Goehring President Chief Electrical Inspector i :J',� L• ✓�- —L'.1 - �-V ♦�7,-'• (�il r I� '[.'�• vl//i F ,,u �-" �� \'�=�r_�%� ���.:��:vl✓ -...�"i:�vii' �'�.y�,.i�� y"'Y. I ,�y �`'<:;.., :yY y tL'•d,. 1';i. *pf SO�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 O- • �� roger.riche rt(a)-town.so utho Id.ny.us Southold,NY 11971-0959 C4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Marano-Bochner Address: 12455 Main Bayview City: Southold St: NY Zip: 11971 Building Permit#: 38794 Section: $$ Block: 1 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 3 CO Detectors Sub Panel 60a A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 19 Twist Lock Exit Fixtures TVSS Other Equipment: out building,-1-combination smoke/co detector, 1-exhaust fan, 2-paddle fans, 4-deck lights Notes: Inspector Signature: Date: April 24 2014 81-Cert Electrical Compliance Form.xls �'�X'QF so�ryo Town Hall Annex �O j Telephone(631)165-1902 54375 Main Road -_ Fax(631)765+•9502 P.O.Box 1179 G ` Q Southold,New York 11971-0959 l � - 4 r 1 BUILDING DEPARTMENT T T 1 TOWN OF SOUTHOT.D - .CERTIFICATION Building Permit No. 7 Owner: (Please print) Plumber: (Please print) I certify that the solder used in-the water supply system contains less.than 2/10 of IOK lead. = Sworn to before me this 3 day of 207 L4 CONNIE D. BUNCH Notary Public, Notary Public,State of New York 6Ck County No.01 DU6185050 Qualified in Suffolk County Commission Expires April 14,2 (. OF SOUryo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /"�� DATE `S' _1 INSPECTOR r Of SO(/jyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLOD. [ IF NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESIST CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMAR DATE -5 iq ANSPECTOR TOWN OF SOUTFIOLD BUILDING DEPT. 765-1802 INSPECTIO [ ] FOUNDATION IST [ ] R GM PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FlpEPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I 1 FlnE xESIsrart coxsrnuCnoN [ ] FlnE nEsISTarr PENETRATION REMARKS: Gt, �f cel DATE � INSPECTOR i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ IF NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4- �.✓IS DATE L' INSPECTOR �' TOWN OF SOU7�j� BUILDING DEPT: INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBO. [ ] FOUNDATION 2ND [ ] INSULATION I I FRAMING/STRAPPING [ j FINAL [ ] FIREPIJICE & CHIMNEY [ ] FIRE SAFETY INSPECTION I 1 FlRE aESsratr CaisrnuCnoN [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) I J ELECTRICAL (FINAL) REMARKS: DATE � ��� INSPECTOR 37 TOWN OF SOUT110LD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAIi111NG/STRAPPING [ ] FINAL [ ] FlREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION I l Flee nESIsrAtrt corMucTIon [ ] FIRE RESIs'raW PENEntn'rwN I l ELECTRICAL (ROUGH) I ] ELECIwCaL(FINAL) REMARKS: L DATE INSPECTOR �"� �o��pF SOUTyO�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTp ON [ ] FOUNDATION 1ST [. ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (F REMARKS: A-.4' -TK DATE INSPECTOR r4f 3 0 coo )61 �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) kELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: tr-�z DATE — c4f �461 — INSPECTOR 7 � ��OF SOUI,yo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH LUMBING [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VATION , [ ] CAULKING REMARKS: aL NO Q DATE INSPECTOR X13 - e - I�CHITECT MARK SCHWARTZ & ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 %v%%%c.mksarchitcctLcorn December 9,2009 Southold Town Building Department D E C E U U E Main Road Southold,New York 11971 DEC 9 2009 Re: Additions and Alterations to: BLDG.DEPT. Bochner&Marano House TOWN OF SOUTHOLD 12455 Main Bayview Southold,New York Permit#34040 (SCTM#1000-88-01-12) To Whom This May Concern: I have been to the site and inspected the foundation and framing stages of the project. I hereby certify, to the best of my knowledge, the foundation, framing and strapping work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours;-:as a Mark Schwartz f AIA 1 1 10 k!lat POW I MR FOUNDATION • PLUMING - K _m.. . o. •dl �.. INSUIATION PER N.Y. STATE ENERGY CODE ADDITIONAL COMMENTS Mom .. CA ...,. , . . ilii► TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the followi before applying'? 40 TOWN HALL Board of Health /� _ SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval J FAX: (631) 765-9502 V Survey SoutholdTown.NorthFork.net PERMIT NO. x Check Septic Form N.Y.S.D.E.C. /9 Trustees /� Flood Permit W /�' Examined 20 Storm-Water Assessment Form Contact: Approved 20 �( Mail to:/ _Z?b, Y'0.V Disapproved a/c tSJ� FV'AhK (1 h '51, r�JYC PCV-, Phone((914)_q l x -&n s Expiration 120 CE V E Building Inspector PLICATION FOR BUILDING PERMIT OCT 2 2009 Date Z- , 20 O BLDG.DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. I His application MUST oe 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. Piot pian 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. x gnature ot applicant or name,if a corporation) X r o g r-rgvik I,h s-+- A) V C (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer,gen ral cont actor, electrician, plumber or builder d wvle r X Name of owner of premises Me-1 B OC-Jl h e-�- -1- L'7 J v l a.i7avio (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. X Other Trade's License No. 1. Location of land on which proposed or proposed will � Sav�ko '� 7� l 2 S5 h�*t n House Number Street Hamlet County Tax Map No. 1000x Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premisep and intended used o upancy of proposed`construction: a. Existing use and occupancy CC PSSIN j l)! M MA b. Intended use and occupancy kCae-o We f 201 Q IMq 3. Nature of work (check which applicable): New Building _Addition Alteration_ Repair Removal Demolition Other Work (Description) A 4. Estimated Cost `O 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. I 07. Dimensions of existing structures, if any: Front 6Rear zG I Depth Height 21 Number of Stories Z Dimensions of s ame structure with alterations Pr additions: Front 2,: Town -of Southold Erosion, Sedimentation'& Stornii-Water Run-off ASSESSMENT"FORM PROPERTY LOCATIOM S.G.TJL 7'fiE:IFOL40MrING.ACT1o�1St MAY REQUtItE,T1i S1lt3INt SIGN O1F i4. g 4S 1 saro n. v o , AND ost Okfrtrt secapn . 81ook c Ti FIED lith' P. .o . std IN s TATE o Yo ----- ------- --- -- — -- . -------- --------- N Item umber: (NOTE: A Check Mo*(,I)for each Qu6iWn is Requl- formple a Cote Applimll0n) Yes tyo: Will this Project Retain All Sfonn-Water lZun-Off by a Two(2")inch.Rainfall bn Site? — ✓ Oft Item vAHridude all run-off created by,.site;deattng andfor consbuc On acliNtfes as weti as,all Site Improveiriet>rts.and rile per nainent creation:of impervious stabM.) 2 noes the•Sita'Pran.andler survey ShowAlt Proposed Qrainage'SWctures Indicating Size&Location? This Item shalt include.all Hroposed Grpde.Changes:and Iopes Con l . .Suffaa WaterHowl /J O �"tE t C9 I C Wiwthis Project Require any Land-RIVIng,Grading or:Excavatkin wtiere'there is a change to the Natural V Foisting Grade Involving more than 200-eubi0lfafds of Material within any.Parcel? 4 Witi this. pplicatiort Rdqujre[rand Olstrarbing A Thr files Erioornpassing an:Areain Excess of. U: "Five Thousand(5,100)Squaw,Feet of:Grvund Surfac ? 5 Is there a NaturalWaterGourse.Ruru>>�through.theSite? �Is this project:within the_Ttusl - (ees urisdicllon or within One Hundred(100)feet of a.Wetland or Beach? El ,. 6 Will thOne Hundred(100)of ere be.Site preparation•on Existing.grade Slopes which Exceed Fifteen(15)feet of Vertical Rise t4 Horizontal.Distant? ' • 7 Will t).riveways,'1?ariditg Areas ocother Impervious Surfaces be Sloped to Direct 5totrn-Water Run-offn Into and/or in the direction df a Town right-of-way?. .' Will this Project Requirethe Placement of Material;Removal of Vegetation and/or the.Construction of (� any Item Within the TownRi htoWaY Vr Road Shoulder Area? (This,item will NOT include the Installation of Driveway Aprons.} 9 Will this Project Require Site Prepamtiori within the One Hundred(100)'Year Floodplain of any Watercourse? El CVOTE: If Any Answerao Questions One through.Nine is Answered with a Check:Markin the Box, a Storm-Water,Grading, . Drainage&Erosion Control Plan is.Required and Must bis Submitted for Review Priorto Issuance of Any Building,PennM EJMPT(ONt ——— --.— - Yes. No Odea this projec(meet the minimum standards foroiasstflcation as an Agricultural Project? Noto: If You,>nswered Yes to this Questlon,wstorm4Vateq Grading,PnIlnage S Erosion.Control Plan Is.NOT Required! STATE.OP NEW YORR,. COUNTY OF.- SS. 5� t , '•x••. ......•.......•..being duty sworn,deposes and says he/she is,tlte applicant for Perinit; �. (Name of kdivldn»r signing oocumenU CONNiE D.BUNCHNotary.P I -e And that he/she is.the Notary-Public is State of New Fork D (:t)h .... ........ ..... .. ..........................Qu ac41 o4 n r No:ol�usl • ... ......: ......... ......,...:... giffi�iii•si;ffo u (owner,contractor,Ager,r.eomolat .Wnmission Expires April l.4 [ l Owner.and/or representative of the Owner of.Owner's,and is duly authorized to perform or have performed.the said work Grill to. make and Elie 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 app..iicAtion filed herewith. Sworn to before rile this; _...........day of...Q C .............. .20Q ,Notary Public. ...................................... 6.6_� ..:�' r ........... s� mature of . .. ( '9 Applicant) FORM - 06107 SQ(Jr�D Town Hatt Annex 4141 Telephone(631)765-1802 34375 Main Road 9 P.O.Box 1179 roger.richert(a 16,An.SOU h01dQ2 nV us Southold,NY 11971-0959 ( WELDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: � r VC,6 � �� Date: Ll S-^ 12- Company 2Company Name: ens rlu .T Name: License No.: 0O Address: Phone No.: 6 —7&7 JOBSITE INFORMATION: (*Indicates required information) *Name: IfFw-r7-iow !�Y ne,417 *Address: /2 �5�� /� 11/V ©l�'T)-� 4 LL*Cross Street: �� *Phone No.: Permit No.: r Tax Map District: 1000 Section: _ Block:_/ Lot: _ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) !L. o P 0 U i (Please Circle All That Apply) *is job ready for inspection: G) NO Cough31n Final *15o 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 .82=Request forinspection Form TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET;.- $.;� VILLAGE DIST. SUB. LOT Tell bomner - zbe4h mac.ano � nod �FORM�ER OW 4 N E ACR. ( 1 .3' O- Fotk �TQb ssx S W TYPE OF BUILDING RE � SEAS. VL. ` FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS L. 05 8 �av*5 C v� , or l�vv a,�vz 0 0 o Som o o d moi , 7 i ✓ ► ��` '?��l_ 1 ,�� / 5'u u F 12- 21 1- L 11W7p 15 -vO- Four Two 50CCarve-t` 114m,v00 a l n f ► 07-L ,350-ODW,-2,-Carvel( to Carvel *u).C- n S 7jo7-L iaSa�DW4- Carvel I -ib &chnerya- 'I, qo, ago AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Val.ue Per Value Acre Tillable FRONTAGE ON WATER Woodland ! FRONTAGE ON ROAD O DEPTH3o Of 11 House Plot BULKHEAD Total I DOCK • •' f7i ■■■■■■■■■!E� 1.';; ��■■■iii■�=iE■EN■ T ; �� ° � ■■■■■■■���1■■NII■■Ni■■■ NOON■ ■■■N■■■■■ N■NIl1■■NN■NN■■■■■■■■ M! KINEMN 1100100 ■■■ IENUNNC.1�ii1�N 'ENERM■■■■■■■O■■ ■■■�I.� 'i■■■■■i■■iC�■■■■■■■■■■■■■■ ■■■VN■■■■■■■E■1■■E■E■■E■■N■■■■ : .. ■■■■®�3iiiii� ■riir■fii■■■■■■■■■MEN ■ ` ■■■■■■■■R■■�■■�■EN ■■N■■■ ■■■■■■■■■■■■ ■■■ ■ ■E■■■■■i ■■ ■■■■■■■■■■■■■■E■■■■■■■■■i■ NONE■■■■■■ Basement Ext. Walls nterior Finish Fire Place'iType Roof Rooms Ist Floor Recreation Room Rooms 2nd Floor I - =rz oF so�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road 4 4 Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 'rou BUILDING DEPARTMENT TOWN OF SOUTHOLD May 1, 2014 Lizbeth Marano Mel Bochner 108 Franklin St New York, NY 10013 Re: 12455 Main Bayview Rd,Southold 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. V Plumbers Solder Certificate. (All 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 — 38794— Alteration to Accessory Building BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted:L0/a/.wo9*Date Reviewed.1 a/l fwo9 Applicant: IYE-1- o C0 AhF Ryt Owner: C��M !�) Architect/Qagiaeef- /1JhWJ, S C K VJ,,J-1QT 7 Estimated Cost., -"3 S o on SCTM# 1000- - j - a" Subdivision: Zone: /1 C Conforming? C� Property Address: 0-q-5 -5- Al AIAI 94YV 1C- W kb,City: S°L TH O l-D Pre COs?A 7a0 � . Buildin Permits (Open Expired): BP/70 -Z/GoZ-A/0bb,Info: I-T-F&6BP 2-)Orzl a0 Z.X56-7, Info: B -Z /C/0 Z- 0 Info:4Ze4d-' , BP -Z/C/0 Z- ,Info: BP -Z/GO Z- ,Info. Single& Separate Search Required? Y oe)Detertnination: RE Lot Siz _ _ OK - C �o, � a� CT. Lot Size: 3 r gl��Q REQ. Lot Cov.�� .��ACT: Lot Cov. Ql'[ REQ. Front ACT. Front a-1 REQ Side oZ,�S ACT. Side / ,.0'# REQ. Rear , _PROP. Rear REQ. Height. 3S ACT. HeightOk Project Description: S7"aAY Md A/ T $,LE CCESSa BffS 1'), �6 �' '" N S7"Og5 I L V110dC Waterfront? Y or N A-4 -.SroRY /D i6 X ad; If yes, water body: Panel# — Flood Zone: — Bulkhead/Bluff Distance: ADDITIONAL APPROVALS-REQUIRED W-JA.M. FOR SII� DATE TI E P.M. Suffolk County Health: Y o N If yes, *Bed# M 01�1V) - If no, certifi4OF l.Dr(;LA- — NYS DEC: PRE-DEC 9/1/75 Y O1Q- Date: _/_I_ U MOBILE/ FAX _ LLJ MES AGET `\ ELEPHONED �J Southold Trustees: Y OUN Date: -/—/ RETURNED YOUR CALL - �! PLEASE CALL Southold ZBA: Y o N Date: —/ / P z O WILL CALL AGAIN — CAME TO SEE YOU Southold Planning: Y (jI>Q- Date: %/_ Z 1..�.� SIGNED 0 WANTS TO SEE YOU - Town Landmark C of A: Y o DTE: / -E- 44,; Cf r C�e Notes: Fee Structure: Calculation: Foundation: — SF i, SF)- SF)= lib SFX $ First Floor: ;LO SF �n -4- Initial Fee: $ )' 00 r 00 Second Floor: 90`XoL61 SF x , o +Additional Fey j: $ 0o - Other: DEck .2-o l X /6"-/" SF 2. ( SF)- -SF)-- SFX $ =$ 339, 0 0 Total: SF + Ttjitial Fee: $ +Additional Fee $ 100 , 0.0 TOTAL: $ 1-1.30 0'0 t 1 e t Page 7 of 12 t IMG 2464.JPG V _ https://uwc.webmail.optimum.net/print.httnl 5/27/2010 Page 9 of 12 w mot" . � . . .: IS,d. w \ � � IMG 46EUPG � https://uwc.webmail-optimum.net/print.html 5/27/2010 Page 1 of 12 Subject Fwd: slab pics 2 From Lizbeth Marano <Iizbethmarano@gmail.com> 1 Date Thursday, May 27, 2010 4:14 pm To cjbcarpentry@optonline.net ---------- Forwarded message ---------- From: Mel Bochner <MelBochner@aol.com> Date: Thu, May 27, 2010 at 3:49 PM Subject: slab pics 1 / 2 To: Lizbeth Marano <lizbethmarano@gmail.com> I IMG_2458.JPG https://uwc.webmail.optimum.net/print.html 5/27/2010 Page 6 of 12 err I A,f t y �t Wi � t r IMG 2463.JPG https://uwc.webmail.optimum.net/print.httnl 5/27/2010 SURVEY OF PROPERTY SITUATE: 5MTHOLD N TOWN: 5OUTHOLD SUFFOLK COUNTY, NY WN 1 f E N4'p/d Ree_`rye SURVEYED: 08-14-2001 5EPTIG ADDED, SURVEY NOT UPDATED IN FIELD 01-20-2011 S67-46,00,,.8 ° PRoPo SED F1�2 ST" F�-ooe y��� SUFFOLK COUNTY TAX # vU s le K S Hv p i v t17qr 1000 - 88 - I - 12POOL (CIERTIIFIM TO: FSeDa °..o°°°oo+ ..��e.F _ S46 73' /5RAE7oRrMELOCARAVEBGTH pp4RANO •li`n HNER FIRST AMERIICAN7['b'II'IL1E INSURANCE o COMPANY OF NEW YORK grave I° .0 -_ / •� 5 � }'!1f':'xj► i POOL IIQ eon � ' bhck curb � Qcp ;19a�8 ,,/may, /�(j/� Z `,( {_878 brick / • ( (/ •��� l - ol FRAME Rr Woo FUSE peace 0 ya,d drl �Pholt aiz MAW SAt CP holt r CP O � owY ����$'• O- a ST , �9p briCk 'c 99 ^a �y NOTES: -4 6s'd3'2�"j�, MONUMENT FOUND 5EPTIG (1) 1500 GALLON 5EPTIG TANK ~ ` (2) 8' DIA. X 8' DEEP GE55POOL5 3c i AREA = 166,128 5.F. OR 3.8138 AG2E5 JOHN C. EHLERS LAND SURVEYOR GRAPHIC SCALE I"= 60 " - = v.�� _ 6 EAST MAIN STREET N.Y.S. LIC.NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-C:\Documents and Settings\Owner\My Documents\My Dropbox\07\07\07-194.pro 0 5URVEY OF PROPERTY _ _ S670469oov! 51TUATE: 5OUTHOLD • NCpx—x—x TOWN: 50UTHOLD -x- 5UOLK COUNTY, NY � _ 14r x IFsr propone ♦{q1-0/0 g�orrherl SURVEYED: 08-14-2007 eese�y of 5EPTIG ADDED, SURVEY NOT I g ON SL UPDATED IN FIELD 01-20-2011 _ _ ���, v FRgM �RYQNB HD 02-15-2012, 07-20-2012 ___y : G, —__ 00"$ CJ ON rA�GE 11-13-2012, 11-2-7-2012, 12-2(0-2012 pr ,�;` s,, AB 5.,. 06-0I-2013, O6-1a-2013wo R r r SUFFOLK GOUNTY TAX # 1000 - 88 - 1 - 12 ° % °'p- t ON -546-73- CERTW=TO: o / ' e E -k / A9ffi.BOC1�iER F ti� I LZ BETH MARANO g �� '�• �`�j / FMSTAICANYg POOL A C U yo , FOLK COUNT HCA DEPT.I DEToILW. NO. RIO p410 21 bmck Q O 2 0 uj ui m 4D CL 0 LL0 0 cc _ O NELL `Y Im °� •, �. C3 � ` `mak � "max-�y--•x-_� "�` P''oPQje LAN �-F�–T � ,��iiea alteration a-paakbn Lo a�wvey `��,�-.,..,:„ o mcp txairg a rcereea was wr..eyas xal e a ,lowtan of eechon,�aa..w-aN�wn z.or tft New Yak Stole L=aicatian Lay." 'Yxlly capb5 tram hie atiylrol of Ne eu-vey vQCgnt `` �.(� �nah on agiret of the law��eya's NOTES: � 3'' eta,Qea I.hull�e�a„swerea to�e valid�� of ^ W� "certRkatlorn lw><ctea here«,eg�ny chat thn wrvey.,m prepares N accaaace wRh the en- tthe Nen York r-.'-Ueoctat alt of Pr ads MONUMENT FOUND Law Z— . xw cerlNlcatiCMS Shall rui aNy to the pereon to wce,trb wavey�preperea, ma on M befell to the title conpay,jmer'm'en- 1000 BALLON SEPTIG TANK 8' DIA. 12' DEEP GP's al�` �•w �` tn to t1n o» f the bw" JOHN tore me no!traeferable to oaatllowi kStR�tbre, AREA = 166,128 5.F. OR 3.8138 AGRE5 JOrll�l C. EHLERS LAND SURVEYOR GRAPHIC SCALE I"= 60' 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 R1VERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.—C:\UsersVobn\Dropbox\07V07\07-194.pro CREScheck Software Version 4.2.2 NJ( Compliance Certificate Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 21% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: Marano Residence Joesph Fischetti,P.E. 12455 Main Bayview P.O.Box 616 Southold,NY Southold,NY 765.2954 Con)�Aancp:-Passes Compliance:3.1%Better Than Code Maximum UA:130 Your UA:126 Gross Cavity Cont. Glazing U A Assembly . . Perimeter U-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 520 21.0 0.0 23 Wall 1:Wood Frame, 16"o.c. 530 15.0 0.0 32 Window 1:Wood Frame:Double Pane with Low-E 70 0.350 25 Door 1:Glass 40 0.330 13 Ceiling 1:Flat Ceiling or Scissor Truss 78 21.0 0.0 4 Ceiling 2:Cathedral Ceiling(no attic) 442 15.0 0.0 29 Furnace 1:Forced Hot Air 92 AFUE The proposed building represented in this document is con 'sten ith the buil ing plans,s ifications,and other calculations submitted with this permit application.The proposed systems have bee desad to me e the 2007 Ne York Energy Conservation Construction Code requirements.When a Registered Design Professional he to ped and s nod this pag ,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or spec' ns are in pliance wi this Code. �(�SC��O� /7SC k0 �• �� Name-Title Sig t e U Date y 2 C� �O SS%ONP Project Title: W y `i Report date: 09/04/09 Data filename: Untitled.rck Page 1 of 1 REVISIONS FI 1 I IT i ' I __._. I M e•i I'r �- -� ---� 'r -i �i.-�T-1�-1 I_ 1.T_�_-t- .l- -r`-T` ' ' �J •+.i }i �" t'4 1 ALL 'i ILT . i U w 00 L IT i a v r 1 - TII ( 1- Fp �; (� fig: I Y 1 _ I I� II ; �! #1 #1 '-00 !� i a ' O T f 1 I (�i �•'i �.. - lee FRONT ELEVATION' ° W a w SCALE: 1/4" = P-011 �3 w ELECTRICAL o 7 INSPECTION REQUIRED `� w i - O I _ O PPROVED AS NOTED, RETAIN STORM WATER RUNOFF ' ` ' r F PURSUANT TO CHAPTER 236 �a E B.P -� � -Z ,�� 1 OF THE TOWN CODE. FEE I 1_- J.. 1_l T BY - - I 1--,Nc,rIF ILDING DE RT T At _!a_, r - ,..� 75 PM FOR �i MBI Ft vl $ INSPE �-Ir ' PLU NG IONS: L1-- �.._. r _:_ 1 r ALL PLUMBING WASTE 1 FOUNDA ION REQUIRED - !, L�L. i , T_L.1�� &WATER LtNES`NEED F"R POU CONCRETE 'S -� - -� I -I 1 �-� TESTING-BEFORE Cf 1EI 1f 1G R _w -�-r i r i T r - i- —r� -� 2 O�.GH FR G,PLUMBING, �t C Z — - - — ' -� '-T-�-� ' �j1 F'- ,- r r� - -- cv STRAPPIN EL TRI CAULKING Q _ _1 1 i i � _ fi_i_r i 3 INSULATI N Q a -- ' �I �i� - - 4� f f I PLUMBER, CERTIFICATION 4 RNAL- ONSTRUC N&ELECTRICAL 63 m -j I ' _ I -_ 11 - � MUST E COMPLETE F C.O. Z O 1�! _ LT, ��IL� r�J��� - ON LEAD'C+UN�ENT BEFORE �, T--1 TT Irl _� ETTHE �1_.�.� _._ r --- {.1ii 11- .1 -11 Q REQUALL O EMENTSI OF THEON SHA EES OF NEW JL, �_, �_ 1 i L, k i CERTIFICATE FOClJF4NCY ' . f ;LLQ —'T, ter..t.�,_ i Li_J. lN WATER; YOR►ySTATE. NOTRESPONSI FOR � O Z 1 I i � , ..i _- ,' -r�'-f r1 ! I; s L� SOZ�ER' `S_ DESIGN OR CONSTRUCTION E S. N ct1 �'' ' SUPPLY SYSTEM C1'NN(�T' 10 or 196 LEA1].� dl ,? �T- r I T _ LTI�L_ 1` ; ' `` -`* LJI Hr�LLCODESOF ---- � I I COMPLY W : 1..__ _I L.L �_ -.Lt r .rL ` . 1 NEW YOF,K STATE & TOWN CODESw ` - - - - AS REQUIRED OF r DRAWN: MH/MS SeffH �pG �i'1ARD SCALE: 1/4"=P-0" LEFT ELEVATION TOB r CERTIFICATION OF S February 04,2011 SCALE: 1/4" _ '-�" NAILING & CONNECTIONS SHEET NUMBER:-_ REQUIRED. ' r r PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALT NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECiFiCATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VER.IFYA ALL GENERAL CONTRACTOR Tp COORDINATE t1EETING lllfTH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL HE RESPON518LE'FOR ALL 1�11JILDING DEPARTMENT INSPEGTVONS A_ l MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SETS,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. I ROUGH EL£CTRIG,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEE'IROCKING AND SHALL SECURE THE G oP O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS F= i f I _ 1 i7 �i X1.11 ! I' � I ! LL I� j ' li f L y T :-T �_i _j TL �l E ; I �� o _ L 7� T ,- 1° i- - -� (�1 l-�- -� 1 1 T l i ! ' ,I 1 i i ��J_i I oo N r�_�-.__ �l -7 ---r T � !- 1 rr I !T--` LF _.�- -F-J- - `i� !_ �.__,��_.L..Li ' �.. ,_-.'- I, 1 n i iL 1 I ( V L _ _ �. ' �L_ -'r- N -- - -— r'--z-- -?-1�� i) -f—H] 1'�'�`_ rT`p �.� (` ! 1 �( I 1 t 1 I I ! J-'f_L'r--. '± L _L_,"'"�- j , r'i 1 1• r , I I I i i 1 I �I ��_ i -•-1. T... ! iTE t L_' ; I I I � x tL7�__� i �%1U--r-' _La-r_!r-I-T —L�.�I .� �,!!_' I �1 T! — —i-r---� -L� - L't1 I i I I i,—r - ! c� , IE L0 11 TLIFT _ i _ice 1000 1 00 L _ I I �F 00 1T,_i f ii 0 REAR ELEVATION SCALE: 1/4" = P—O" o W 41-1 � a W x —�r -F— i - J _(_� - _! T r Ll L L-r r! ' 4 [ T-1 -- i i IN i 1 i ; N W �- - - - -- .Z 1-r-- L'1 7_ i - ! Z Q LCL-._ .....� Lo co i ' I , i T i i 1 ,sip T �" � co i L 1I I �! 1 .L.�� — , ` DRAWN: MH/MS RIGHT ELEVATION JOB "4-� oB#: SCALE: 1/4" = 111-0" February o�,2flI I SHEET NUMBER. HALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS.AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VtERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING.WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL 15E RE5P01451BLE FOR ALL BUILDING DEPARTMENT INSPECTIONS PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTORS O ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHE E ROOKING AND SWALL SECURE TWE C o'O PRIOR TO RECEIVINCs FINAL PAYMENT FROM OWNERS, MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORN. DIMENSIONS AND CONDITIONS AT 109 SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY 6F EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRFOR TO THE COMMENCEMENT OR CONTENIUATION OF WORK REVISIONS O _ � NEW STAIRS,10"TREAD,15 RISERS PROPOSED FOOTINGS 4X4 ACQ POST w/12"dia.CONC. 0 , "'`� PIER 3'BELOW GRADE , o d STAIR LANDING N ; _2X10 ACQ PERIMETER y I 2X6 ACQ D1 @16"OC 4 -Q N 13/4}3 EX.4X6 P ST I --------------(-r )- _ ,- (TYPICAL) EX ING DOOR EX.FOUNDATION REMAIN � a REMOVE EX.STAIRS ti RE-FRAME FLOOR , EK DJ i x+ ' ' WORK SHOP Lu0, ' _ -- FUTURE SINK UPON (HEATED) t APPROVAL BY SC'DHS 9 A `- iEX. DECK .. , 4. W W .� 4..,4.:.a, EX.CONC.SLAB a• + o �� . .�� r �r. ■ .rrl� r ...� . �r . �� rrr� .�� ., � . r� Ar� . rr� r �r 4'a•4. N EXISTING W10X33 UPSET GIRDER , w �!�a'!�! P.+� , . • �•'s fr . v v ' EX 2X2 DI 016"CIC Z Z i ' O C - , EXISTING %� 4 ,'�• s4 ,4 ��'4 D••�� �� '' -H, ■ N O G� ° fl EXISTING 3.5X3.5XV4"STEEL COLUMN X _ y- , y� wf TXTXF CONC. 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F.G.COLUMN O LL - EXISTING EXISTING EXISTING L ---- Q --------------- - ---- ' I FOUNDATION PLAN. 26'-0" 10'-63, SCALE: 1/4" = V-0' uj w � 1ST r J } Z FLOOR PLAN � mo SCALE: 1/41 = V-0' Z U) iy i IT 1 # DRAWN: MH/MS SCALE: 1/4"=17 JOB##: February 04,2011 SHEET NUMBER: 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 i rrr/ 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 CONTRACTOR TO COORDINATE MEETING 411TH OWNERS FOR APPROVAL OF ALL GENERAL GONTRAGTOR SHALL ZE RESPONSIH F .- p LE OR ALL BUIL IN ROUGH ELECTRIC,PLLLM!$[NCs,AND FiYAC PRIOR TO INSULATING AND SFiEETRpGKING AND SHALL SECURE THE G of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS REScheck Sours Version 4.x..1 Compliance Certificate 1 1 1 I I ! 1 I 1 1 f 1 I 1 1 1 ! 1 1 1 1 1 1 i 1 1 1 anmw Cav= 111 NeMr Y-k ENs m,conseryrarkm �+CCde 26'-01/2" __ NEW STAIRS Daw 5750 ifa>r,lAlteallerl 6'—91/4" 6s-3" 6'-3" 6 -91/4X —91/4" �c�mt ---- ---- f7- 4X POST f ,Is3rLIc4aD �vardw � a +� -- 12M Man Sa�ALW P-0-BM 433 (TY ICAC) 24310 24310 24310 - o saaw"NY Cwhgq e.NY I 19 Et�i-?'a7.dT� S "PLATE HEIGHT H FUTURE i�Tl CWM13W:12%f rThmCISY4 Mae uLW� Yaw U& UPON APRO�t � If(PF'P'alYMt�pntlr d1wJl�irn erom4ntlw�iwcxglraes BY SCHDS- t �A (/1/ V '-i ttg'1:FIaECfgsX 3etcscrTnsf 62 21.6 0.0 2 � 1'� CaIfe"Cxl"1-311410 466 21,1E mo zx ► , m �2:1` "It 1': tl.�ratle:Ei>vate� .92Ime 65 ^ " POOL HOUS M 1.'VftW; 12: 21.0 0.9, 37 Dour1 r.__ WFr�. e O=I: PaT*W11R owv E lin 0.3 �3 9 —01/2 REPLACE EX.DOOR d e a w U N Wad 2:WaW Prime,16e-m- CZ �7 15.0 Mo �;I U -�i � oO -------------------------------------------------------------------------z. hrdU+arYVNLICdFrM*Z 1%ePWIERIM.WE 55 4.310 17 a,r, 1IL1aT : CB a.M 13 ,Y Q v_ m z X o rn INSTALL(3)16"MICROLAMS UNDER EX.RIDGE N EX. DECK 3"O ROOF VENT ¢ TNZ) CQ e4P t 1440ENbrd$ENE Di42 BGN�NRt9IE IiiBl�4g M1£ 1 15. 1 V x s mea wm vw Pgrad l n. rsr pr•apuce� r w€so-r zr►1©F I rz�c r Isar r m"' Lu v� o Cw0uMmsOceve-*WwIeftiffRF VWAV&S ,4AAam laowggomTw mawatmyPE*ftmer9& jumefos rk""w G POST UP ----------- -------------------------------------- ----- --��-0--- -- _ POST UP 3 CMckftt o TO RIDGE z ? TO RIDGE "" "'t „r< w.c. 2N3aT�e-T�e SHO R OR ATH SISTER ADDITIONAL EXISTING BATH- 3 C.O. 2X6 DF#2 TO EX. RAFTER TO BE RELOCATED 3 AND ADDITIONAL RAFTERS TO BE ADDED FOR 12"OC - XISTI'NG BATH ♦°c.i TOAPRoveU TO BE REMOVED SLOPE"114"PER FOOT PITCH TO DRAIN TRS SEPTIC SYSTEM F.L. - - - a PLUMBING SCHEMATIC a � 2X6 WALL :1-,I oft' A 5'-1 1 4"P T.HT. N.T.S. �ana2rsaTne.:cu;�fiel,r°aa��x1g �1=€la�lreser�',[�:�t,erxwnaarn. ✓z�rt t�s � du TEMPERED TEMPERED TEMPERED I 24310 24310 24310 O Q U` � z � INSTALL(3)t-3/4X16 O W ML UNDER EX.RIDGE _ _ _ _ _ W Z 2ND, F PLAN _ - 2X6 DF#2 @12"OC _ - C a SCALE: 0+1/^IF 1 - 1 +' 2X6 DF#2.'612"OC MIN.V AIRSPACE '7 - V �S� $ETWEEN INSULATION 0 ALL INSULATION TO BE ULTRA TOUCH � ,___-__'�______, AND SHEATHING '<r `' ;!4 1 NATURAL COTTON FIBER INSULATION .' i 1 • . ( BY BONDED LOGIC,inc. (1-408-812-9114) r ' ---_ -_---.1 _O O ' HEADER 1 i INSULATE ROOF w/ 1 Q ' ! ' R15 INSULATION r) Q (� zA 1"i INSTALL 1/2"TYPE-X SHEETROCK OVER RESILIENT 1 1 �, , y�,• ,. FURRING CHANNELS 24"D.C.PER'PE'NDICULAR ; ^ -ii TO FLOOR JOISTS.ALTERNATIVE:INSTALL ! ' 1 I N SOUNDSENSE"NoiseOut 1 Bounce"WITH s ; ; EX.4'RS WALL @40"OC FINISHED FLOORING.VERIFY WITH OWNER ' ;FRAMING TO BE AT IVOC f I 1 �( I ♦ �// . r '' T ADD ADDITIONAL STUDS: ' Fit I AS REQUIRED.INSULATE} w1R13INSULATIOf Q y Z < 1P/DA RATBTGHEATNING I - •. GaAOE Rnwao _L O t Il Il 1®tNATIMR:=J16"as.B.) y 4 /// IUI>i15HFATHING , I ` t 1 �I 3H":WAHYWDOB 1 1 2 { I I I - M 1+ 1 ti I 1 NEW In d RIB SfAiNLES STEEL ( ( I 1 1 I O"GAL`lAIII3O Sl-AIRS ALL WALLS AND CEILINGS ,LO Co WASF0l5@12"u� f 1 f f ., , JJ , ITO BE SHEETROCKED, TYPICAL WINDOW OPENING TAPPED,PRIMED&PAINTED (LESSTHAN 4'QXF-W OPWNG) �, � ( � I '( � I {f c- T EX.COLUMN I I TYPICAL DOOR OPENING f I r (LESS THAN 4'-UX8'-0"OPENING) 1 � I I 1 1 I � I ♦1li srn"eTsS s1EEL - h } � } o"Gx•'ANOEB TOP OF SLAB TO BE 6"A$OVE GRADE i x' { I I f w�R •o!c Cfl., • .. .. . .. .. . GRADE WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL r•+uuml>:xrvmouu;Bleu� •.� •♦ O.. - 1 1 •• AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) =•1X4BEX=SNDSCONNER® a- o- TOGEIHEP vam srAwtrss s-�a ..• ♦ � —. � �. � �.�.. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116' as suvlNaEu Bolr>w/wASHE"s 4 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL 8E PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO AN"aurs @ z''-B^o,c. vt•. V%-, ; , 47" Q.• EXISTING CONCRETE FLOOR WITH DRAWN: MH/MS COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1409.1.4,16I19.6.S AND TABLE 1609.1.4 OF N.Y.S.RESIDBITIAL TYPICAL MULTIPLE OPENINGS - ASSUMED 16"XS"FT CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE "I_q q HORIZONTAL R10 INSULATION AROUND THE PERIMETER ' SCALE: 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. (MORE THAN 4'-0X8'-0"OPENING) .• 3'$ELOW GRADE Fn, HARDWARE Musr ACCOMPAPFYSHUTTERS FOR INSTALLATION. (AND UNDER SLAB OVER 6mi1 POLY VAPOR BARRIER) r� JOB$k: AND A NEW 4"CONCRETE FLOOR WITH 6X6-IOXIO WIRE. February 04,201 I SECTION A-A - SHEET NUMBER: SCALE: 1/4" _ 11_011 /1 " 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 L3 MANUFACTURER'S WARRANT`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. ROUCsH ELECTRIC,PLUMBING.AND HVAC PRIOR TO INSULATING AND SHE-1 OCKING AND SHALL SECURE THE C oP 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS- REVISIONS NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE,MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. 1). INSULATE HEADER UNCONDITIONED BASEMENTS: 2).SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1).INSULATE THE FLOOR ABOVE THE BASEMENT.REFER TO PLANS FOR REQUIRED R-VALUE. 3).SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2).INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. a BEAD OF LOW-EXPANSION FOAM,OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3).INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. - ALONE IS NOT ADEQUATE. 4).SEAL DUCTS IN BASEMENT. REScheck Software Version 4.3.E kv 5).SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, ■ iffla WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE ; C- , C ca ,e 1).CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. mplillall Z).DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: 1).CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. o SEALING PENETRATIONS: 2).APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3)_CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. ti m BE SEALED. 4)_CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. n E�,� 2007 New� � Cony m. ti RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): Consbbim RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1).INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS,ALONG Lmiwmr &a&&Con*.Hm Yofkrn CONTACT("IC"RATED),AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. 7)W_ Debckd,I or 2 FanglyZ INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BELo 2).CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. µms, Oc'r_ O 'N SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS GMWAM PermtIP STANDARD OF 2,0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: DeWe:(W,. 5750 ASTM STANDARD,MEC OR ECCCNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1).FULL INSULATE JOIST CAVITIES. u m BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. cortsbudfim5 SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: WRANO VAVK rr.HWTZ AR0irMCT G IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS,HEAT TRAPS(IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: HEAT LOSS.GENERALLY,1/2'OF INSULATION 1S SUFFICIENT FOR PIPES LESS THAN 1" 1).PROVIDE HORIZONTAL BLOCKING AT 48"O.C.AND AS NEEDED FOR NAiLERS_ IN DIAMETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2).FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 1tm U-311 yar tw 3).PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. W TUB/SHOWER UNITS ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. F PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT.THIS INCLUDES Cont Glazing UA O INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALE: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS, pmmeter HEATING,VENTILATION AND AIR-CONDITIONING tHVACI 0 EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: 92 MCI HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1).SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. = HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3,1. 2).SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. WWI:V#wd Fram,IT ac 7617 3).SEAL SUBFLOOR JOISTS WITH ADHESIVE. HVAC SYSTEM EFFICIENCIES: �14' F � W 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE 0. G2 3 THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN H $LOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING it PLATE. �:- , ECCCNYS 503.2.NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW'FEDERAL � `� ►'''� 0. 0 1-9 W MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: Whim m VVIDW Frame-10oifte Paw iftlm-E 22 7 p� U HVAC CONTROLS: 1).IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE '„'G NO �T CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5.TEMPERATURE CEILING WITH ADHESIVE. 2:SM 20 '15 t+i CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER 2).SEAL GARAGE GELLING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM Dw (FOR HEATING)AND/OR 85 DEGREES(FOR COOLING).THERMOSTATS USED TO CONTROL PIPE AND DUCTS. r 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. , Q HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT V.i: � 6* 576 1$,x.0 �;� 47 O � LEAST 5 DEGREES)WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER 4).PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY a SUSPENDED OR REDUCED.SIMILARLY,HUMIDISTATS MUST HAVE THE CAPACITY TO ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. £ w # ;[� PREVENT ENERGY CONSUMPTION(SUSPEND OPERATION) BETWEEN 30 AND 60%RELATIVECabe" ) Q DROPPED SOFFIT ON INTERIOR WALL: � Z (�` '�� �`��� �=� � a HUMIDITY.HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD,DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT n�t famed P At 12 U TEMPERATURE. 0 ',}, �'AUT DOWN WHEN O INTERIOR PLATES. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHU VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT DO AUTOMATIC OR �-+ SOFFIT ON EXTERIOR WALL: 'E W GRAVITY DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. � ����� ' 1).SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. Z 2).HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE `"� �' `� Il� to t'd 7 Him YOM��� DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES_ - �---� Via: .t" , . DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN UNCONDITIONED SPACES,AS INDICATED IN ECCCNYS 503.3.3.FLEX DUCT MUST HAVE 3).SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. x �� :� am R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS 102.5.3). KNEE'WALL SUPPORTING ROOF: DUCTS AND PIPES IN UNCONDITIONED ATTICS,GARAGES, BASEMENTS AND CRAWLSPACES 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO MUST BE INSULATED.WHENEVER POSSIBLE,MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. um*-' THE INSULATED ENVELOPE OF THE HOUSE. 2),IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. Date HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3).PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR ? DUCT SEALING: INSUYhW. TE• W DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 503.3.4).ALL > z PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE FULL LOFT: 0 Q Q SEALED.ALL CONNECTIONS AND SEAMS(EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS,NOT COMPRESSED,AND ' ; � m d MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. NOT ROUNDED OR SCALLOPED AT EDGES. Vol TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS.TAPES MEETING zFILL THE CAVITY: 0 SEALING.UL ISIB MAY BE USED FOR FLEX DUCTS_DUCT TAPE i5 NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS,PLATES,SHEATHING ��''1 D AND DRYWALL. IN CEILING AND FLOORS,IT SHOULD BE IN CONTACT WITH THE DRYWALL > Lf) 0 WRITTEN MATERIALS: OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. > L Cl) WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3).A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES;CUT AROUND TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES;AND SPLIT OVER CROSS REDUCED MOISTURE: BRIDGING IN'FLOORS.NEVER STUFF INSULATION TO GET IT TO FIT. EVERY BATHROOM 1S TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS.G.C.TO CONFIRM THAT ^)` THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT DOCUMENTATION OF R-VALUES: FACED OR UNPAGED FIBERGLASS BATTS,AND RIGID FOAM INSULATION MUST BE AS POSSIBLE.KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS,ESPECIALLY If THERE 1S A GAS RANGE. INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. ,,,__,�...M,r..-.-,..m�,-,.w,,,a.-,,,.A,,...,.....-...M,..�.,,.w_=.�.-,..o,.,„,...v-,,.,.".-.-.,...,,�,....,,,-,.-•-.,o.�,,,_,�.,.�„�.�:_,..._,,.�,.�.m,,...�..�.,..,..�,�a�".u.,u„-,,,..,N�.t..._,..,�,.�w,..,.,",�,.u,.,...,,._rM�-,��.w,.,",_._�_.,"..,..:.,.,....,,�..:......_.e.,_.-�...,.�..."G_,..e,.�..,....._�_..,_�,�.,..�.M ACCESS OPENINGS: �� 1 DRAWN: MH/M5 VENTILATION: C r WREW*c .uL}>�R MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ATTIC HATCHES,SCUTTLES.PULLDOWN STAIRS,etc_MUST BE INSULATED TO THE " g SCALE: NTS THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL SAME R-VALUE AS THE SURROUNDING AREA. JOB#: VENTILATION'RATES. CATHEDRAL CEILINGS: February 04,2011 KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM 1).PROVIDE i"CHANNEL FOR AIR FLOW ABOVE INSULATION,UNDER ROOF SHEATHING. SHEET NUMBER: INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. 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 S F A OV MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SVTE,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 OWNER OR PPR AL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ROICGH ELECTRIC,PLLLMBING,ANp FIVAG PRIOR TO INSULATING AND SHED=tROCKINCs AND SHALL SECURE T+•IE C Of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. IREVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER WALL STUD • CRIPPLE STUD 9 BOTTOM PLATE _ • HEADER RIDGE LEDGER BATHTUB - �� • DOUBLE JOIST SIDEWALL RAFTER JACK STUDS 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 LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP tYUMBER DESCRIPTION 4PPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT- PLATE Of 2ND FLOOR AND TOP 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go- STRAP611_1 OVER RIDGE TO EACH RAFTS 2x6-2x8 LS25 18ga, SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. THE FLOORS TO EACH OTHER W/ THREADED ROD- ALL OPENINGS RT3 OR RT-71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLCCKIHG 024"OC ' + m n WALL STUD U -� THROUGH-ROOF EXHAUST y�� ti VEIITS SELECTED AND 7+ METAL STRAP yy at S" GL LOCATED BY CONTRACTOR a CRICKET AT TDP-SIDE OF VENTILATION CHANNEL C1 R!M BOARD CHIMNEY 4S REQUIRED y " RAFTER SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN •, , , + VENTILATION WOOD JOIST 3�., U r=� ` SIDEWALL FLASHING FOUNDATION w BLOCKING C TOP PLATE �j FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING G a BARRIER TO LAP FLASHING x STAPPING TO BE ATTACHED TO WALL STUDS t�48"OC � � 2x4 SOFFIT JOIST � AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH .AND MINIMUM NET FREE VENTILATING AREA FASCIA �+ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'O" O.C. THE SPACE VENTILATED, ALL OPENINGS WOOD GIRDER i SHALL BE COVERED WITH CORROSION- CDNTIN. SCREENED VENT 4" - B" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CDNTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS �� PROVIDE HEMMED EDGE AT OPENINGS OF -A INCH IN DIMENSION, FLASHING TO FORM CHANNEL INSTALL O.C. AND SO .4S TO MAINTAIN AIR LOCATION UDP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACKK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGSi ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYOO'NN ANCHOR EACH RAFTER `i`• PROVIDE BLOCKING BETWEEII JOISTS THAT ARE SPICED AND A INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go- STRAP AND JACK STUDS �� 8" - 12" RAFTER RT20 21-1/8" x 20go- TYOGWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL (� ON ALL OPENINGSi �� KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL 1p ROOFING LAPS BASE vl � FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER � RIDGE CAP OF SAME .14EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING E-+ f � SIDES 4 INCHES AND LAPS NAILED TO SHEATHING O SHINGLES AT BASE MIN, 4 RICHES THROUGH VENT �y WOOD JOIST FYI" • � o I� TDP PLATE GIRDER/HEADER SIDE WALL FLASH114G 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS Cr�48"OC WOOD JOIST V1 AND ALL WINDOW/DDDR OPENING JACK STUDS METAL (LASHING AT ALL EAVES, SIDEWALLS, WALL STUD O FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SOAS TO FORM DRAINAGE CHANNELS .AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 0 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USF NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-112- ALL JOISTS CONIIEC7ED TO A FLUSH HEADER TO BE SUPPORTED WITH U ON ALL OPENINGS RIDGE VEIIT FOLDS / CONNECT EACH FROM PEAK TO ALLOW FREE RAFTER/PLATE RT15 TY'DOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4V' O.C. RAFTER TO PLATE AIR PASSAGEl 8" - 15" MSTA48 1-1/4"x48" t6ga. STRAP CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS AND JACK STUDS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS O PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SILL GASKET SUB FLOORWOOD JOISTS ♦ ` NEOPRENE TVP, CONC. FOUNDATION { A CONC. SLAB6 MIL. POLY V GASKET ~ t 2x6 /2xB CONTINUOUS WOOD PLATE EMIL POLY ONN EXTERIOR DAMFPRDOEXTERIOR GRANULAR FILL . n BOLTED TO STEEL BEAM WITH �' � V STEEL COLUMN I t.A ♦♦ I 1/2 " DIA. BOLTS 6 46" O.C. STAG. .a A > tl • tl • • • ROOF JACK ♦ ♦♦ CONC. SLAB STEEL BEAM V, COMPACT FILL + �` 4" x 1/4" x 8" STEEL • _ ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING e V A �{ • tl a • A FLASHING ,4T WITH 1/2" x 6' ANCHOR BOLT a a L!`a •- CONC. FTG. •a Q`6 L e• USE WITH 3x3 SQUARE WASHERSSIDES AHD TOP ` s w 1/2" GROUT • (USP LBP558 OR BP583) W REINFORCING BAR ANCHOR BOLT CONNECTION DRAIN TILE � p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT 3" STEEL COLUMN- � I � z SUPPORTING XI M SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING ,AT BOTTOM Q CRAWL SPACE DRFOUND ATION' 1 STORY 72" OC M J TYPICAL CONC. FOUNDATION- APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL OC R z 0 " WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24">124".12" CONC. FTG- CRAWL SPAT OR FOUNDATION) 2 STORIES 36STEEL / BOTTOM BEARINGQ WALL BOTTOM PLATE TO FOUNDATION u CIS 'SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL \' F'^1 Lo CDNC, sL,4B SUB FLOOR 6X6 10/10 'N'MA DOOR FRAME COMPACT FILL GARAGE G JOIST I DOOR USE 2XS r ♦ 4' SLAB FOR BLOCKOUT 3< �.� _ ' P.T. PLATE ♦ W/ 6X6 WMM \ SLOPE /�` ♦♦ 4"DRIVEWAY NOTCH JOIST AND ADJUST • • ` AT AIR SPACE ♦ G t • • 7 1/2". (WITH A NAILING FLATS IF • ��� 4T END AND a• _' •' a• :s •r r! TO BE APROX. 1/2" OR Hi ES OF WOOD ,a y • • STEEL BEAM TO ALLOW FD E • * n.y. 8 EE •O • •b + • '• (PROVIDE STRAPPING TO KEEP G s ?'a j!' a a _a e o .. 6X6 1�d-W-M. ; ••� 12" • '� '• Q A tl�' tl m•• =' , a c .• ab •a _ DRAWN: MH MS PAIN, 4i= R • 'w �•a A4.4 /�• y !�'\_ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM •� REINFORCING BAR / • a w°R ' _ SCALE; NTS DRAIN TILE Log NOTCH EQUALS 1 4 DEPTH OF BEAM D • a' tl REINFORCING BAR �!• , 4 �tl�•a •4A•• JOB#: 12" i�I SHEET METAL / 30# FELT UNDER BEAM AT POINT •• ' OF CONTACT WITH CONCRETE OR COHC. BLOCK February 04,2011 '•. .3 AM) SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. w w SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLACKOUT BEAM POCKET PANTER 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 O ENE CONTRA T R HA MANUFACTURER'S WARRANT'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. .� RAL G O SHALL BE RESPONSIBLE FOR ALL BWLDING DEPARTMENT INSPECTIONS ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE T14E C OF 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. KING STUDS 4"DIA.MAXIMUM RAFTER CRIPPLE STUD CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUN WIND SEISMIC FROST J=UNDERLAYMENI ICESHIELD FLOOD LEDGER SNOW SPEED DESIGN EATHERIN LINE TERMITE DECAY RIDGE HEADER LOAD I (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS e, MODERATE SLIGHT TO 45 LBS. 120 B SEVERE 3 FT. TOHEAVyII MODERATE 11 NONE _Z RAFTER JACK STUDS :o M RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TD-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION ).Unless otherwise noted,all framing material to be 1/1 ACQ pressure treated lumber. p STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER PPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD All fasteners,hangers and anchors to be galvinized or stainless steel. N N ROOF LSTA24 i-1/4"x24"20ga-STRAP APPLY OVER RIDGE TO EACH RAFTER 2XI0 15210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD ).Girders for deck joists to be bolted or anchored to each port or pier with washers and nuts irders on concrete piers shall be anchored with proper steel connectors anchored n 1-1/2"SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. MINIMUM 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete r y o, footing.Use a minimum 1/2'dia x 7"long anchor bolt with washers and nuts.Footings Shall is i ft.3 below grade. Ty HANDRAILS RAFTER be RAFTER 4).Deck joists to have blocking at 810 o.c.. U Z N O 4�o h ).Flashing shall he instatled between the building and ledger.Lapping up the sheathing and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers TOP PLATE POST and rests at 16"o-c U r� Im TOP PLATE tt 6).Concrete piers shall be a minimum 6"above grade. ,_. y BALUSTERS ).All joists to be supported with hangers and anchors.Each Joist shall also be anchored o to girder(s). WALL SCUD14 RIM/DECK JO15T OPEN BA STER ATTACHED TO WA 4 WALL STUD o ).Covered Roofs shall be assembled and anchored the same manner as a typical buitding- 9).Use Simpson hangers and anchors with 2-MAX trlpple protective coating or equal HANDRAIL CONNECTION j{AFT R TO PLATE/STUD ONNErTION or any contact with ACQ. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH ?AFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH SHALL NOT BE LESS THAN 1-1/44"-6"RAFTER RT10 1D-31'4"x 1$ga. "NOR MORE THAN 2"IN TYDOWN ANCHOR CONNECT TO RAF7EWPLAT RTIS TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK.CONNECTION NAILING SCHEDULE CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIVALENT GRIPPING SURFACE B"-l2"RAFTER R720 21-118"x 20ga.TYDOWN ANCHOR CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD ROOF SHE41HINQ EACH RAFTER JOINT DESCRIPTION NAIL NAIL NOTES QTY- SPACING STRUCTURAL PANEL Bd AS PER TABLE 3.8 T� 4"MAX. WFCM-SBC v1 4"DIA.MAXIMUM It cn. 1 GYRDER/HEADER ROOF FRAMING: GIRDER/HEADER �W JOINT DESCRIPTION NAIL NAIL NOTES ' JOIST POST/COLUMN eoQTY. SPACING e '71 o RAFTER TO 8'WALE:3-6d COMMONEACH TOE-NAIL TP POST/COLUMN C IGNPLATE JOIST 18'WALL:3 8d COMMO 0'WALL:4-8d COMMONREACH O TO TOP PLATE 10'WALL:4-8d COMMOt JOIST TOE-NAIL pT� 4LRDER)HEADER CEILING JOIST TO AS PER TABLE 3.7 EACH FACE h�TT///�•••��� `� PARALLEL RAFTER WFCM-SEC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL O U7 LOCATION USP NUMBER DESCRIPTION APPLICATION COLLAR TIE AS PER TABLE 3.4 EACH FACE DECIUPORCH RAILING, SPLICED Q GED JOI_�1 S OVER HEADTO RAFTER WFCM-SHC END NAIL DP�;Rt 1 R 4x4 SOLID COLUMN PB544/PBSE44/KC POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING EACH TOE — LOCATION U5P NUMBER DESCRIPTION APPLICATION 6x5 SOLID COLUMN 5S66/PBSEb6/KC6fi POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRD n-t ADR ONN ION TO RAFTER 2-8d COMMON END NAIL OISC TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH 101 HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS RIM BOARD 2-16d COMMON EACH END /�1 TO RAFTER END NAIL �1 }O^ a BTU WALL FRAMING: BEARING PLATE GIRDER NAIL NAIL JOINT DESCRIPTION NOTES QTY- SPACING TOP PLATE TO 2-16d COMMO PER FACE NAIL o TOP PLATE FOOT TOP PLATES AT JOINTS FACE WOOD JOIST _ INTERSECTIONS 4-]6d COMMD EA.SIDE NAIL LEDGER •.;" STUD TO 24" FACE 2-16d COMMO e GIRDER/HEADER II CONCRETE PIER '„' SCUD O.C. NAIL HEADER TO 76”O.C. FACE WOOD JOIST WOOD JOIST ` HEADER l6d COMMON ALONG EDGES NAIL •; TOP OR BOTTOM 2-16d COMMOP PER 2x4 STUD END W PLATE TO STUD 3-16d COMMOI,PER 2x6 STUD NAIL FLUSH JOIST'S WITH HEADER/GIRDER DOUBLE 2x BOTTOM PLATE TO: O Z CEILING JOIST T BLDG.CO NE ON (MINIMUM) FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL R N rrL ALL JOISTS CONNECTED TO A FLUSH HEARER TO BE SUPPORTED WITH () FOR HEADER NEADERtC•1RDFR-TO-PD CONNECTION END JOIST OR BLOCKING FOOT � Q 0 THE PROPER STEEL CONNECTOR. a CONN— m LEDGER TO BE CONNECTED TO BLDG.USING 112"DIA.BOLTS @16-OC WITH WASHERS OR BEAM � "1 IF ABLE,SEI'FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS )� LOCATION U5P NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. ROD )' (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE Z REQUIRED (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE c -n FOR STU C FLASHING TUCKED UNDER (I DECK FRAMING: LO O QTY. SPACING TOP PIECE OF SIDING AND JOINT DESCRIPTION NAIL NAIL - NOTES LAPPED OVER FIRST CONTIN. 'IT TO: PER TOE r— PIECE OF SIDING BELOW THREADED RDD SILL,TOP PLATE OR GIRDER 4-8d COMMONJOISTNAIL 112"DIA.LAG BOLTS W/WASHERSZ-Sd COMMON CNW COUPLER NUT BRIDGING EACH TOE TO JOIST END NAIL CONNECTED TO BLDG.(�lfi"OC POST BLOCKING 2-Sd COMMON EACH TOE MINIMUM - WOOD JOIST END DISTANCE TO JOIST END BLOCKING TO: 3.16d COMMD EACH BLOCKING S • SILL OR TOP PLATE BLOC ' FLOOR FRAMING • '•'r•.• - MINIM M , LEDGER STRIP 3-16d COMMO E 2x JOISTS o 'e e EN8 NCE Y, a TO BEAM J L •a••; •''• 12"x12"x12" �• JOIST ON LEDGER TOE WOOD GIRDER .O; CONCRETE FOOTING a`• o TO BEAM 3-Bd COMMONDRAWN: MH/MS BLOCKING FOR JOIST HANGER BAND JOIST LAG BOLTS 4 �• TO JOIST 3-16d COMM01 O N SCALE: NTS BELOW COLUMN UPLIFT BAND JOIST TO: JOB 4: RIM JOIST/BD./a e SIMPSON STRONG TIE MODEL MPI/2SILL OR TOP PLATE 2-ibd COMMO O TO DECK POST FIS.CONNECTION February 04,2011 SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS.PER MANU'FACTURPS RECOMENDATIONS �! SHEET NUMBER: PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION USE WITH RT70 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING DECK/POR H LEDGER CONNECTION6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING _ A�7 PAINTER TO PRIME AND PAINT A!L 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 GOQRt71NATE MEETING WITH Oa1N£R8 FOR APPROVAL OF ALL Cs MANUFACTURERS WARRANTY AND SHALL IIE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT Jos SITE.INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEM€NT OR EONTINUATtiON OF WORK ENERAL CONTRACTOR SHALL SE RF_..,°PON6IBLE FOR ALL.TSl1tLDING DFil TMENT INSPEGTlON5 ROUG4 ELECTRIC,PLUMBING,AND HvAG PRIOR TO INSULATING AND SHEETROCKING AND SHALL 5ECURE THE G of 0 PRIOR TO RECOVtNG FINAL PAYMENT FROM OWNERS. REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE t-- PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CCATION 113 RESIDENTIAL LASSIFI „ 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3,4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING FI RESIDENTIAL DWELLING 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 En the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) 'LATE 10WALL:4-8d COMMON RAFTER TOE-NAIL 1j.The information within this set of construction documents is related to basic design 2}.RAFTER-TO--WALL ASSEMBLY: TOP PTOTAL SQ,FT.OF CONSTRUCTION intent and framing details.They are intended as a construction aid.not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST B'WALL:3-8d COMMON EACH (SFE PLANS)TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON' JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached toCEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND 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 2006 C HIGH WIN EDITION WOOD FAME CONSTRU TIO sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. N MANUALCEILING]01ST LAPS A5 PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PL&NLLRQSS SECTION AND GENERAL NOTES 2).The General Contractor is responsible for ensuring that all work and construction 3)_WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAiL EXT,BALCONIES 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 60 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wait studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL 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/o STORAGE 10 accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS ATTICS w/STORAGE 20 3).Dimensions shall take precedent over scaled drawings, (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: RIM BOARD EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 MMON First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift TO RAFTER 2-i6d CO £ND NAIL ROOMS(OTHER THAN SLEEPING) 40 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; ROOMS(SLEEPING) responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under 30 30 STAIRS o 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 NAIL NAIL NOTES 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 QTY. SPACING GAURDRAILS ANY DIRECTION 200 v 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 PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR CAT.C) , m anchor bolts are to be s p TOP PLATE 2-16d COMMONV paced between 6-32 inches from the end of a sill late and all FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION = 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE OOF-FOUN TON ETAI PAGE GENERA NOTE PAGE "N +_J °1 INTERSECTIONS 4-16d COMMO EA SIDE NAIL (�+ 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: NACU SCHEDULE SEE GENERAL NOTE PAGE STUD TO ,�; ,s >. c or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMO NAIL EGRESS SEE FLOOR PLANS AN WINDOW SCHEDULE U +" � 14 attached with 8d common nails at 6"D.C.at the panel edges and 12"o.c-in the field,and FIRE PROTECTION Sym" O ).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 cooter nails at 7"o.c.at pane! HEADER TO 16"O.C. FACE SEE FLOOR FLANS 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 16d COMMON (SMOKE&CO2 E ORS �7 b't q Pe (ALONG EDGES NAiL En table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N A-STA D STI FRAM CONSTRUCTIO U M 8).Wind load requirements shall be taken into account during construction. 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: NAIL ENERGY,PLATE TO STUD 3 16d COMMON ]PER 2x6 STUDo FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times theappropriate BOTTOM PLATE TO: CALCULATIONS RESCHECK z FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16- FOOT SEE NOTE:1,2 determine intended heights of finished floors above END JOIST OR BLOCKING GROUND WIND SEISMIC O O typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: MOST WIINTER ICESHIELD FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UIVDERLAYMENT FtOOb 2).All footings to rest on undisturbed(virgin)soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP REQUIRED HAZARDS interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 3).Provide 1/2"expansion joint material between concrete slabs and abutting 2.4.4,2 and 2.2.4 respectively. QTY. SPACING 20 LBS, 120 B SEVERE 3 MODERATE SLIGHT TO TQ HEAVY MODERATE 11 YES concreteJOIST TO:or masonry walls occuring in exterior or unheated interior areas. 4-Ed COMMON PER TOE Sj.CONNECTIONS AROUND EXTERIOR WALL OPENINGS- SILL,TOP PLATE ORGIRDER JNAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 91.44).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACHACH TOE with table 3.5.Window slit plates shall be have steel connectors in accordance with table 2-8d COMMON be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. TO 101ST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE O hT1 5).Unless otherwise noted,all slabs on grade to be 2500 psSHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES .i..Concrete to be BLOCKING 2-Sri COMMON EACH TOE poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY; TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON Tai 6"CTC 8d COMMON @ 6"O.C. to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH FIELDS) 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 3 lbd COMMON INTERIOR ZONE 8d COMMON @ 6"Q.0 $d COMMON @ 12"O.C. SEE NOTES:1,3 BLOCK NAiL NOTE:2 FOR PANEL FIELD 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part it the building.Connections to the ridge and wall shag be be LEDGER STRIP EACH FACE GABLE ENDWALt RAKE AND RAKE TRUSS Ed COMMON @ 4"O.0 Ed COMMON @ 4"O.C. SEE NOTES-1.3 [W- 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. 3.,16d l6d COMMONO Q TO BEAM JOIST NAIL 7)_Dampproof exterior of foundation with bituminous coating as per section 8406 of DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE NOTES C) O END TO BEAM 3-8d COMMON JOIST NAIL N.Y.S.Residential Construction Code.A 6-mll polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber, BAND]01ST THESE NOTES ARE ONLY TO BE REFERRED TO iF MENTIONED IN SCHEDULE NOTES ONLY, O the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMPER TO JOIST JOIST NAIL 1).For roof sheathingwithin 4 feet of the (~- perimeter edge of the roof,including 4 feet on each side of the roof peak, U ).Drainage as per section 8405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Irl Girders on concrete piers shall be anchored with SILL OR TOP PLATE 2-lbd COMMO q I+i FRAMING NOTES p proper steel connectors anchored FOOT SEE NOTE 1 W into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0,49. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 3).Posts supporting girders shall be anchored to a 12"02NI2"thick concrete footing. JOINT DESCRIPTION NAIL NAIL O Z Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x B"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY, SPA 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. Douglas Fir. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: a 4}_Deck joists to have blocking at 8'0 0_�. CEILING SHEATHING: 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION NAIL SPACING NAiL SPACING AT INTERMEDIATE O 5).A minimum of 10 inch flashing shall be installed between the building and ledger, NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise. Ledger to be fastened to building with 1/2"'dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) 0 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM O.C.EDGE NClTE:2 FOR PANEL F}ELDBearing wail headers to have(2)jack studs and(( fur!length studs on each side of all WALLBOARD 5d COOLERS 117" 0"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 $d COMMON® l2"O.C. SEE NOTE:3 12.4 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. 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 WALL SHEATHING: NOTES openings between 4'1 and 6'0 and 2x6 watt openings between 5'11 and 8'9_Provide fire and blocking where applicable. to girder(s). JOINT DESCRIPTION NAIL NAIL QTY. SPACINGTHESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5).All flush beams/headers to be installed with he8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL RTAS PER TABLE:3.9 avy du ty galvinized hangers and PANELS 8d COMMONWFCM-SB!C 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7116"OSB 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub,. 1).All water supply,drainage and ventingto be installed as 6d COMMON per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shalt be verified for proper toad capacity unless noted Construction 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. on plans. 5d COOLERS WALLBOARD 10"O.0.FIELD L11 7).Provide 2 penin"thick s oche otherwise (height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOORSHEATHING: 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. LU } other access openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NOTE: Z 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION Qn SPACING CONTRACTOR TO PROVIDE SOIL TEST 70 VERIFY m o i NAIL where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS EXISTING CONDITIONS. MINiML1M 3000# CAPACITY, Sri COMMON 6"O.C.EDGE Z O 9),Provide btocluttg/bridging in floor joists at 8'0 D.C..Use solid blocking in floor joists HVAC SYSTEM NOTES 1"OR LESS 12"O.C.FlEL1D _ under all bearing wafts. 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. }-- 1u Mechanical subcontractor is responsible for adhearing to all applicable codes and safety N TES: 2).USE SIMPSON HANGERS AND ANCHORS WITH z-MAX TRiPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. D lfl).Provide Insulation baffles at Bove vents between rafters,install draft blacking as requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Ll') 0 needed. THESE NOTES ARE ONLY TO 8E REFERRED TO IF � � 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY, Section 11502.8 FIREBLOCKtNG REQUIRED N 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) r CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a tap story and the roof space. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-Center at the panel edge.If wall sheathing, Fireblocking shall be provided in wood-frame construction in the following locations. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech t Contractor and owner for final review and approval, is nailed 3"on-tenter at the panel edge to obtain higher s plywood subfloor r I shear ca g eq adhered with PLer adhesive and screwed to floor joists.Finished floor to be Installed ELEC'T'RICAL l�1 NOTES: parities,nailing requirements far structural 1)_In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor � over subfloor as per manufacture's instructions. I�i members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireb(ocked at intervals not exceeding 10 1)-All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls construct 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and using parallel rows of studs or staggered Studs_ 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. 2).When wall sheathing is continuous over connected to have regular 1/2"sheetrock.All wails to be taped and finished. members,the tabulated number of nails shall be permitted 2)_At ail interconnections between concealed vertical and horizontal Spaces such as occur at soffE . DRAWN: MH/MS 3).install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code_ approved equal.Fiat roofs shall be applied with a Fiberglas base sheet with an EPDM SCALE: NTS torch down type material over. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces JOB#: under Stairs shall comply with Section 8314.8,N.Y.S.Residential Code. 16).All sill plates and wood in contact with concrete it e shield or approved equal. 4). Feb 04,2011 be pressure treated.Situ plates to At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of SHEET NUMBER: be installed with a foam sitl gasket and cop-r-ter termite flame and products of combustion. 5).For the fureblocking of chimneys and fireplaces,refer to Section 111001.16.N.Y.S.Residential Code. 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 i 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 GENERAL CONTRACTOR TO COORDINATE T'tEET1NG 1llttH OWNERS FOR APPROVAL OF ALL :sENERAL CONTRACTOR SHALL HE RE5PON516LE FOR ALL BUILDING L.DING DEPAR Aww8 ROUGH ELECTRIC,PLUMBING,AND 44VAC PRIOR TO INSULATING AND SHEETROCKINCs AND SHALL SECURE THE C oI 0 PRIOR TO RECEIVING FINAL PAYMENT FROMOWNERSPE..'tIONS 1 REVISIONS - - - - - - - - - - - - - - O Ln i� U 0 CA � 00 C!] - � � n m z N \ 00I f l 141 1 \ I/ L \ \ \ W O FRONT ELEVATION � a SCALE: 1J4" = 1'-0'� � F- - - — - — - — - - - - - - - - - w z O / w _ o L CON .._ A . � 4 - - '- MEET E :`;� �;,:�r-IE � M �o "1�" �'' _ _ _ CODES OF fie,. . , _.. ..,��:1I l ,, • E o O - - U0 w m CD0 - - - AYY pw�yq lg zo FFFfff DATE: J F REMoV�Ex �::. G Lo 0 i ---`- - -'Y B t l Y '',, ED cn � r ! �- � l V U� rf• 18. - N r,l - - - 2. - it l 6_W t" 51Nc r ,i / �, 6-,, ,l.,t..� e;�,,n , � 171 t �l -" - - -: - _- - t • .l ALL CONSTF?Ml :._ Nl eEET THE ;� � R DRAWN: NM/MS a^Y f cV_ lN"OT RE JOBi LEFT ELEVATION YORK ql'Af' PONSIB �� SCALE: I/4 IY_o i i V DESIGN OR CONSTRUCTION Eft ES. December 09,2009 SCALE. 1/4H = —On SHEET NUMBER: OCCUPANCY OR ct U �s_AI�IF� 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 MLL GENERAL CONTRACTOR / ER L TR OR TO COORDINATE MEETINCs WITH OWNERS FOR APPROVAL OF ALL 3EN A GO A- 1 NtANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT 10B SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATIOW OF WORK ER L CONTRACTOR 5H;4L.L" "RESPON5IBL�FOR ALL HUILt31NG-p£PARTMENT INSPECTIONS ROIJCsH ELECTRIC,PWM$ING,AND HVAC PRIOR TO INSULATING AND SHEETROCKINfs AND SHALL SECURE THE G of 0;PRIOR TO'RECEIVING iF[&AL,PAYMENT FIROM OWNERS. REVISIONS u o° 00 Lo o r Ll Ln z Ll co - - - - - ^�, N k � S REMOVE EX. - _ WINDOW:. will REAR ELEVATION SCALE: 1/4" = V-0" o H H x �7 -- - - - - - - - - - - - - - - - -.13 - - W - r D T UL cc nr - - - - - N W - - - - IM, Is- - - Z Q LO I (!a 00 N All - - - - - +Y, DRAWN: MH/MS RIGH�T ELEVATION *� • SCALE: I,4„_I' i �'� N s JOB#: SCALE: 1/4n = 1 -0�t December 09,2009 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPEC1FiGATlONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALLVERIFY'ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HWLDING DEPARTMENT INSPECTIONS A-2 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 ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 0 N H � x REMOVE EX. 24310 WINDOW TEMPERED m ------------ ------------ ' ' U EX.4X6'P S © (TYPICAL) _ ' ' ' ' - EX.FOUNDATION FUR OUT WALL °7 I w � - I I � I I I I � � h ■ ' TO BE FLUSH w! FOUNDATION I V f i"7 I I � I I I � I I �' I ■ ' � _ E DJ r7777777 717 i ■ I w I ________ REMOVE EX.STAIR5 a I Lu 1 o-'—1 1/2" 14'—7 1/2" RE-FRAME FLOOR I I z I f w z F CLOSET UNDER REMOVE EX. cl STAIR ' WINDOW ■ w , III WORK SHOP 'u I o ° — ■ ' Z '--- (HEATED) o III EX. DECK N. _ o ■ M I , , � � � � � � � � � � � � � � � � � � � � � � � J� 3X3X1' CONC.FTG 3X3X7'CONC.FTG ¢ ' O Q 0 W10X33 UPSET GIRDER m REINFORCED w/ REINFORCED w/ x■ (3)#5 IREBAR em. (3)#5 REBAR em. v 0 —1 ---' cv O ■ z ■ N GL --- -- 3.5X3.5X1/4"STEEL COLUMN REPLACE EX-FLOOR SLABLu FTC. 3'X'3'Xl'CONC.-w/(3)#5 REBAR ew u ce INSTALL 1X6 ECB x� m INSULATE AND RAISE.TOP cv I Ln 3.5X3.5X1/4"STEEL COLUMN T&G BEAD BOARD w■ OF SLAB TO BE 6"ABOVE Q TO CEILING FINISHED GRADE w w/3'X3'XI'CONC. x FTG.w/(3)#5 REBAR ew ■ * I FL I _ ■ z 1 LL FUR OUT WALL I o Ov TO BE FLUSH w/ ■ 1 Q 1 �9 Q FOUNDATION p ■ EX 8"DIA. CLOSE UP OPENINGS AS REQUIREDLl ERI I w F.G.COLUMN 7'-0"X7'-9" LAD DOOR 7'0"X7'-9" LAD DOOR 7-0"X7'-9' LAD DOOR ------------ 0 I �' FOUNDATION PLAN 26'-0" 10'-6„ SCALE: 1/4" = V-0' 1.EX.4"RS WALL @40"OC FRAMING TO BE AT 16"OC ADD ADDITIONAL STUDS AS REQUIRED. 2.REPLACE EXISTING OPENINGS AS INDICATED ON PLAN. W } 3.EXISTING CONCRETE FLOOR TO BE REMOVED.INSTALL HORIZONTAL R10 O Z 1ST. FLOOR PLAN INSULAT6X6 0,10�/ROUND THE PERIMETER AND A NEW 4"CONCRETE FLOOR WITH < i Z O SCALE. 1/411 = 1�-0� 4. INSTALL R13 INSULATION AT WALLS AND R30 INSULATION IN FLOOR ABOVE. cz 5. INSTALL SHEETROCK IN WALLS AND CEILING'. LL Q N \.amu y' 440, AJ1, A �a " Ap".' DRAWN: MH/MS ` SCALE: 1/4"=1'-0" JOB#: December 09,2009 SHEET NUMBER: PAINT T A 0.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- 3 PAINTER TO PRIME AND N ALL DOOR 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 ROUGH ELECTRIC,PLIMSING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 4X6 POST 4" 24310 24310 (TYPICAL) 24310 4" TEMPERED TEMPERED TEMPERED 5'-1 1/4"PLT.HT. I C!7 / I O• / / I / l DN 3'HIGH RAILING EX.STAIR TO BE REMOVED I 1 I 1 REPLACE WITH NEW STAIR - 1 #10 STAINLESS STEEL OR GALVANIZED WOOD SCREWS W/ • � )' ` '`I t I I I j II I I I• �WASHERS @ 12"D.C. F- REPLACE EX.DOOR I I I. � �I � Z l I I I f N z p S" • I ` • I , ' a ^_ INSTALL(3) 16"MICROLAMS UNDER EX.RIDGE o EX. DECK II JR 4y m =1 N J p X O � LL I I ! (37 GRADE PLYWOOD(ALTER'NATIVNE:7/16^os.B.) TO RIDGEoo -------------------------------------------------------------------------ra- POST UP 1/2"APA RATED SHEATHING t I i , I I I x 1 TO RIDGE 1/z"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIViVE:7/16"O.S.B.) - - J /(/9� SISTER ADDITIONAL w � /( }//, i y ®' p 2X6 DF#2 TO EX.RAFTER Ln N O #10 OR GALVANIZED � I It \ F II ` U '� f l AND ADDITIONAL RAFTERS fE WOOD SCREWS W/ I I TO BE ADDED FOR 12"OC WASHERS @ 12"O.C. ,O• ( ,t �t O•I EXISTING BATH j l l TO BE REMOVED WINDOW SILL TYPICAL WINDOW OPENING SISTER ADDITIONAL /" y 2X6,DF#2 TO EX.RAFTER o f I� II l I ( II II (LESS THAN 4'-0X8'-0"OPENING) AN'D ADDITIONAL RAFTERS I S I I ` I I I I I I 1 I Illiii, 2X6 WALL 5'j 1/4"PLT. HT. TO BE ADDED FOR 12"OC QI � � I _ II � R II , I _ II �G TEMPERED TEMPERED TEMPERED TYPICAL DOOR OPENING 24310, 24310 24310 (LESS THAN 4'-0X8'4"OPENING) 1.EX.4"RS WALL @40"OC FRAMING TO BE AT 16"OC ADD ADDITIONAL STUDS AS REQUIRED. za^oc ,.4. 2ND. FLOOR PLAN. 2.REPLACE EXISTING OPENINGS AS INDICATED ON PLAN. • ( i 4" SCAQ z 1 4.INSTALL SHEETROCK IN WALLS AND CEILING. Q (~—I Q to". IINSTALL(3)1-3/4X16 I ML UNDER EX,RIDGE R21 INSULATION I I I I I ( J I / II SISTER ADDITIONAL + + — - - — �"'� O w 1r'oc 1 r J I ( J 1 2X6 DF#2 TO EX.RAFTER MIN,1"AIRSPACE Q 2X6 DF#21@12"OC �+ AND ADDITIONAL RAFTERS 1 1 BETWEEN INSULATION • I I I • I I I I I i II . TO BE ADDED FOR 12"OC` ,---.---�-}----------,-y AND SHEATHINGI ,---- ------- 1 0 3/4"APA PLYWOOD HEADER 1 INSULATE ROOF w/ SHEATHING R15INS ULATION rrJ I 1 1 1 1 I I � � ; ; EX.4"RS WALL � II I I I ALL INSULATION TO BE ULTRA TOUCH @40"OC _ • i I Is /+ • r I • ( I NATURALCOTTON FIBER INSULATION ; FRAMING TO BEAT 16"OC fff i I BY BONDED LOGIC,inc. (1-4108-812-9114) 1 ADD ADDITIONAL STUDS i Lo 2X4 DF#2 AS REQUIRED.INSULATE - STUDS ; ( II f II l ' / wf R13 INSULATION •! ! i / I r 1 i I I I/ / ill•' INSTALL 112"TYPE-X SHEETROCK OVIER RESILIENT I I f I INSULATE FLOOR.wI R30 LLI 410 STAINLESS ST FURRING CHANNELS 24"O.C.PERPENDICULAR } bll]OX33 wf STEEL ` ORGALVANIIEO TO FLOOR JOISTS.ALTERNATIVE:: INSTALL O � Z 4 I I I I I I j y wooDSCREWSw/ SOUNDSENSE"NoiseOut1BouncR"WITH COL'PAWSATEACH END I 1 WASHERS @ 12"D.C. FINISHED FLOORING.VERIFY WITIH OWNER ¢ 0 m _j I I FUR OUT WALL TO � Z MULTIPLE PLYWOOD ASSEMBLIES BE FLUSH Wf _ 2-2X4 DF42 STUDS CONNECTED I I FOUNDATION TOGETHER WITH:STAINLESS STEEL I I d- OR GAL ND NU BOLTS w/WASHERS I I_ ALL WALLS AND CEILINGS I Lo O AND NUTS @ 2'-0"O.C. TYPICAL MULTIPLE OPENINGS i TO BE RETROCKED, TAPPED,PRIMED&PAINTED (MORE THAN 4'-0X8'-0"OPENING) FIUR OUT WALL TO 3.5X3.5X1/4"STEEL COLgl`�N BE FLUSH w/ w/3'X3'Xl'CONC.FTG. FIOUNDATION w/(3)#5 REBA4�w TOP OF SLAB TO BE 6"ABOVE GRADE + (GRADE) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ,� ` _ _ _ `�- ► AS PER TABLE 1609.1.4. N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) EXISTING CONCRETE FLOOR TO BE REMOVED.INSTALL ' 'p .� DRAWN: Mx/MS .� - HORIZONTAL RIG INSULATION AROUND THE PERIMETER ASSUMED IS'XB" „- „ WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 3'BELOW GRAD �.; SCALE: 1/4"=V-0" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO (AND UNDER SLAB OVER Emil POLY VAPOR BARRIER) '• JOB#: 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 AND A NEW 4"CONCRETE FLOOR WITH 6X6-10X10 WIRE. ' • CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN:PR'ESSUR'E.ALL OPENINGS MUST HAVE DESIGN-PRESSURE'UPGRADES WHERE APP'LICABL'E. . December 09,2009 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 COVERO N n �� SHEET NUMBER: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. . A . pis SCALE: 1/4" = 1'-0" 11 .1 OFa.�_ - A-4 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 MEETINGS WITH OWNERS A r 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, ER FOR EETROC L OF ALL .GENERAL CONTRACTOR SHALL P RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROGKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE,MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. 1). INSULATE HEADER UNCONDITIONED BASEMENTS: 2).SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1).INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. 3).SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2).INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. BEAD OF LOW-EXPANSION FOAM,OR FOAM BACKER ROD AND CAULK FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE_ 4).SEAL DUCTS IN BASEMENT. RESCheck Software Version4..3. 5).SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE ComwAilance �� j' �� � 1).CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM.IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: 1).CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. o SEALING PENETRATIONS: 2).APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3).CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE_ BE SEALED. 4).CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. W New Yat&lE?I< 'Cons L rvaba' U RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): �'-+a+1,w bIwAlaft`O& RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1).INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS,ALONG Locabw- ?dew CONTACT("1C"RATED),AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. Family INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2).CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. Z Un SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS G&MrqAMPef0R1LW STANDARD OF 2.0 CFM, ASTM E 283 .UNITS WITH A LABEL THAT REFERENCES THIS e x ( ) 1ST. FLOOR DECK: ASTM STANDARD,MEC OR ECCCNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1).FULL INSULATE JOIST CAVITIES. DepRe Days- � � U m BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS. cbrIsbuillm0%nWAgm& m SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: o IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECTSANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS, HEAT TRAPS OF NOT INTEGRAL TO THE WATER HEATER) MATERIAL 1S THINNER THAN WALL CAVITY. SOUTHDID, i MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE'INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: + • u:; : ;gym HEAT LOSS.GENERALLY,1/2"OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN I" 1).PROVIDE HORIZONTAL BLOCKING AT 48"O-C.AND AS NEEDED FOR NAILERS. IN DIAMETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2)-FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3).PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. W TUB/SHOWER UNITS ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOA AND BOTTOM PLATES. [� PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT.THIS INCLUDESsToss Q z INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: ;: -: . Door HEATING.VENTILATION AND AIR-CONDITIONING(HVAC) SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. Pe4irrilZ EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: 2 V 1 C) 1) SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOORff HEAT LOSS CALCULATIONS AND SYSTEM SIZING: . . � .+"r` ~ HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. � QI 2).SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. V I;-"�;Fra�M Imo, 1- 767 U HVAC SYSTEM EFFICIENCIES: 3).SEAL SUBFLOOR JOISTS WITH ADHESIVE. 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE - THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN 1N INNER EDGE OF THE SUPPORTING PLATE. Z V,•FW* "ISL -9 ECCCNYS 503.2.1VC1TETl-IAT CODE MINIMUMS FORBLOCKING SHOULD SIT ON THE'EFFICIENCY FOLLOW FEDERAL1 MINIMUM EFFICIENCY STANDARDS. � [j�.�� _ - v ATTACHED GARAGE:, Laii 22 IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE F }� HVAC CONTROLS: 163 � CONTROLS MUST BE 1N ACCORDANCE WITH ECCCNY5503.3.2 AND 503.3.5.TEMPERATURE CEILING WITH ADHESIVE. 20 CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER 2)•SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM (FOR HEATING)AND/OR 85 DEGREES(FOR COOLING).THERMOSTATS USED TO CONTROL PIPE AND DUCTS. ow Glaw 33 SEAL ALL PENETRATIONS THROUGH BLOCKING. HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT 3). WM 'WwdFrmie� 16' r,, 15576 LEAST 5 DEGREES)WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER 4).PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY '1Q 47 a SUSPENDED OR REDUCED.SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. 'tf I:FW Cefts IST Sftw Truss 2t.01 2 a PREVENT ENERGY CONSUMPTION(SUSPEND OPERATION)BETWEEN 30 AND 60%RELATIVE DROPPED SOFFIT ON INTERIOR WALL: Cam� c. .£ ' HUMIDITY.HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR 4-72 TEMPERATURE. USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT F�'I--�s C "ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN TOP PLATES. >-4 VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT DOWN„AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. l '-r Isr� { andG W 1).SEA!ALL PENETRATIONS THROUGH THE AIR BARRIER_ 2).HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFOREOftPOftWIPliM6WSWIMhMM la med Z DUCTS AND PIPES: ,�3 PrON'� . DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN FRAMING INTERIOR SOFFITS OR UTILITY CHASES. -. UNCONDITIONED SPACES,AS INDICATED IN ECCCNYS 503.3.3.FLEX DUCT MUST HAVE 3).SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. `z sLun pWw or speaMimftm am i'I R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS IO2.5.3). KNEE WALL SUPPORTING ROOF: DUCTS AND PIPES IN UNCONDITIONED ATTICS,GARAGES,BASEMENTS AND CRAWLSPACES 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO MUST BE INSULATED.WHENEVER POSSIBLE,MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. ,- THE INSULATED ENVELOPE OF THE HOUSE. 2).IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE RE CONTINUE BY RAFTERS PAST THE KNEE WAIL INTERSECTION. R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3).PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR DUCT SEALING: INSU1 TE' W_> DUCT SEALING 1S REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 503.3.4).ALLZ PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE FULL LOFT: O SEALED.ALL CONNECTIONS AND SEAMS(EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS,NOT COMPRESSED,AND Q MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. NOT ROUNDED OR SCALLOPED AT EDGES. CO 0 TAPES MEETING UL 1B1A MAY BE USED FOR RIGID FIBER DUCTS.TAPES MEETING FILL THE CAVITY: Q O SEALUL B18 INGMAY BE USED FOR FLEX DUCTS.DUCT TAPE IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES,SHEATHING AND DRYWALL.IN CEILING AND FLOORS,IT SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS: OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. 0 WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3).A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES,CUT AROUND TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES,LARGER PIPES AND OTHER OBSTACLES;AND SPLIT OVER CROSS REDUCED MOISTURE: BRIDGING IN FLOORS.NEVER STUFF INSULATION TO GET IT TO FIT. EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS.G.C.TO CONFIRM THAT ., DOCUMENTATION OF R-VALUES: ' THE FAN ACTUALLY WORKS;USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT !" FACED OR UNFACED FIBERGLASS BATTS,AND RIGID FOAM INSULATION MUST BE AS POSSIBLE.KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. IF THERE t5 A GAS RANGE. Pfuled TME ACCESS OPENINGS: VENTILATION: ATTIC HATCHES,SCUTTLES,PULLDOWN STAIRS,etc.MUST BE INSULATED TO THE *� � t * DRAWN: MH/MS MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND SAME R-VALUE AS THE SURROUNDING AREA. SCALE: NTS THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL a JOB 4: VENTILATION RATES. CATHEDRAL CEILINGS: KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM December 09,2009 1).PROVIDE I"CHANNEL FOR AIR FLOW ABOVE INSULATION,UNDER ROOF SHEATHING. INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE a� �il� ,�' SHEET NUMBER: 2).PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. " •r,' s'E � 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 iNG _ GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL GONTRAGTOR SHALL BE 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 CONTINUATfION OF WORK ROUGH FI FCTRIC,PLUMBING,AND++VAC PRIOR TO INSULATING AND SHEETROCKING AND 84ALL SECURE T44E C of 0 PRIORPTONREBCEW IOG FINAL PAIhtENT FROM OWNERS P£CTIONS REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS N, RAFTER WALL STUD ENDW.4LL BOTTOM PLATE CRIPPLE STUD 0 ®� RIDGE LEDGER BA THTUH HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION .APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON I LOCATION 'USP NUMBER DESCRIPTION APPLICATION LOCATION USP PIUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. .ADS5 .ALL OPENINGS LSTA12 t-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24° 20go- STRAP APPLY OVER RIDGE TO EACH R.4FTE 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TD EACH RAFTER / LEDGER ti ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE cv HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X1{) LS210 18ga. SLOPE HANGER .APPLY TO EACH RAFTER / LEDGER BLOCKING Cw24"OC 1p L] i WALL STUD "l m / THROUGH-ROOF EXHAUST a m ,�-� VENTS SELECTED AND � I� �"] LOCATED BY CONTRACTOR -V••i }; ly ULo METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL O Za C HIMNEY AS REQUIRED RIM BOARD RAFTER SILL PLATES WALL SHEATHING ,� PLATE( ) RAFTERS VENTILATION WOOD JOIST �' U `~ ' •• ' ' SIDEWALL FLASHING m BLOCKING FOUNDATION - TOP PLATE 2x4 LEDGER BLOCKING • - - - - - FINISH WALL AND MOISTURE o BARRIER TO LAP FLASHING + 2x4 SOFFIT JOIST SLAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATIOIJ' ROOFIIIG TO AVOID SOAKING 'HALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED- ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �i� SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED `DENT 4' - 8" LSTA24 1-1/4"x24" 2D a. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH / 9 ON ALL OPENINGS i� PROVIDE HEMMED EDGE AT OPENINGS OF -A INCH IN DIMENSION. CONTIN, SOFFIT/ EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLIChTION i AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LST.A30 1-1/4"x30" 18ga- STRAP AND JACK STUDS , GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4' x iBga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. , CONNECT TD ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga- STRAP AND JACK STUDS' �� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED SAVE DETAIL ICN ALL OPENINGS �� KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE � FLASHING 4 INCHES RAFTER 1--1 RIDGE CAP OF SAME BASE FLASHING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED O SHEATHING �� W�••� SHINGLES AT BASE MIN. 4 INCHES THROUGHVENT I 1-H WOOD JOIST C) TOP PLATE GIRDER/HEADER U SIDE WALL FLASHING WOOD JOIST 1ST. FLOOR WALL STAPPING TD BE ATTACHED TO WALL STUDS @48"OC AND ALL WNDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, 'NALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS .AND O INSTALL 4'0" D.C. PREVENT CAPILLARY ACTION LOCATION USF NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED 4" - 8" LSTA36 1-1/4"x36" 18ga- STRAP AND JACK STUDS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH U ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ,ABLE, SET FIR JOISTS APROX. 1 2" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. CONFORM TO SLOPE / 16" MST.A48 1-1/4"x48' 16ga_ STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SUB FLOOR SILL GASKET WOOD JOISTS I ' NEOPRENE _ TYP. CONC. FOUNDATION ♦ CONC. SLAB GASKET -- 1�% I I 2x6 /2x8 CONTINUOUS WOOD PLATE ( 6 MIL. POLY yx I BOLTED TO STEEL BEAM WITH DAMPPROOF EXTERIOR 1, GRANULAR FILL , , w ♦♦ I I 1/2 " DIA. BOLTS Q 48" a.a- STAG. 6MIL POLY ON EXTERIOR • y STEEL COLUMN A p a • a • r ROOF JACK ,�♦ ♦ CONC_ SLAB STEEL BEAM e v � �� 4 • � A � 4" x 1/4" x 8" STEEL ' VCOMPACT FILL • ' ROOFING LAPS + TOP AND BOTTOM PLATE •� y . • a . 0 " • FLASHING AT WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING • P � , WITH•_ SIDES AI ID TOP n C CONC. FTG. � 'p Q•p C• USE TH 3x3 SQUARE WASHERS ` 1/2" GROUT w 41 .ANCHOR BOLT CONNECTION (USP LBPS58 OR BP58:3) „ 3- STEEL COLUMN O > Z REINFORCING BAR FOUNDATION 5/8" DI.4. .ANCHOR BOLT - >- DR,41N TILE p ANCHOR BOLT CONNECTIONINMAXIMUM SPACINIG FLASHING LAPS - ( 10 KIPS ) ROOFING AT BOTTOM ¢ 0 SILL PLATE TO FOUNDATION1 STORY 72" OC m CRAWL SPACE OR FOUNDATION• J SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL � Z .4L CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 3fi" OC MIN. 3" STEEL COLUMN ANCHORED TO 24%24"Y12"" CONC. FTG- CRAWL SPACE DR FOUNDATION) WHERE NEEDED FOR STRUCTURAL BRACING. STEEL / BOTTOM BEARING CQ TYPICAL 'ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC G 'SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL LLQ O Lo (n IRT SUBFLOOR (V r CONC. SLAB DOOR FRAME 6X6 10/10 WWM GARAGE _ JOIST COMPACT FILL I DOOR I USE 2X8 STEEL BEAM +♦ FOR BLOCKOUT t< 4' SLAB W/ 6X6 WMM \ SLOPE ♦ 47DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT,.,j '•1+. P.T. PLATE A" M 1/2" AIRS ACE . < 1 • • .� 1 2•, ('KITH A NAILING PLATE IF NEED''*�"a�;�• ti t4`,}a„+ amu AT END AND d' -” •p •' a• = ''• .• TO BE APROX. 1/2" OR HIGH t• ES OF WOOD *� + ' - STEEL BEAM TO ALLOW FOR • � a � r !�% BEAMS • r • � •• ( �•�i ) �•.• � PROVIDE STRAPPING 70 KEEP D r �1�M '� ♦ �T• G ADE * a r 4 r' d O • 0• • a. ,�;�, 1.� .1 i. o a•o Q' 6x6 va.w.M- —� •— — . =+�1 a DRAWN: MH/MS 2" 1 • �► �• Q •r Q.d Q•� /�•r •• `NOTCH BEAM FOR MUDSILL IF REQUIRED -- 6dAXIIMUM + � + � • s „+• ! R�r' -,„y, Tit'• !�. s�f�I.E: NTS MIN- ( 4 • NOTCH EQUALS 1/4 DEPTH OF BEAMO • • REINFORCING BAR A p REINFORCING BAR i. ' � d 0.' • !• � +' I � .b �' JOB#: DRAIN TILE ii-� •s SHEET METAL / 30# FELT UNDER BEAM AT POINTF �• O •Q r I= ` g 12” �• " OF CONTACT WITH CONCRETE OR COLD. BLOCK + 1 T December 09,2009 arr - �., • 3,. PLATE (81%1 . SAM) SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • SHIMS TO LEVEL BEAM a,� s..,` ,�+"' h,.a;�' REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. q, II �ro-�••� 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT " BEAM POCKET A-6 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS•THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL WERIF)V ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 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 CONTINUATlION,OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROGKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USPMETAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. KING STUDS 4"DLA.MAXIMUM RAFTER CRIPPLE STUD CLIMATIC&GEOGRAPHIC DESIGN CRITERIA _ GROUNE WIND SEISMIC FROST WINTER ICESHIELD FLOOD LEDGER SNOW SPEED DESIGN EATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN ARDS a a HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED RIDGE 45 LBS. 120' B SEVERE 3 FT. MODERATE SLIGHTTOTO HEAVY MODERATE tl NONE . Z RAFTER JACK STUDS M RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS ta,16110C WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER,I DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION ).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. o II fasteners,hangers and anchors to be galvini2ed or stainless steel. STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 1526 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"xTZ"ZOga.STRAP APPLY TO EACH JACK SCUD N ROOF LSTA24 l-1/4"x24"20ga.SCRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts ti y Girders on concrete piers shall be anchored with proper steel connectors anchored n into concrete with a minimum 112"dia x 7"long anchor bolt with washers and nuts. U I, � 1-1/2"SPACE N a m m MINIMUM 3)'.Posts supporting girders shall be anchored to a minimum 24x24"x12"thick concrete a m H footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall rt `~ be 3 ft.below grade. HANDRAILS RAFTER 6 Lo I- 4),Deck joists to have blocking at 8'0 o.c. yam., O RAFTER ).Flashing shalt be installed between the building and ledger.Lapping up the sheathing U r and over the ledger_Ledger to be fastened to building with 1/2"dia.bolts with washers POST and nuts at 16"o.c U TOP PLATE 6).Concrete piers shall be a minimum 6"above grade. TOP PLATE y BALUSTERS 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored RIM/DECK JOIST to girder(s). WALL STUD G OPEN BALUSTER ATTACHED TO WALL WALL0 STUD ).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal HANDRAIL CONNECTION RAFTER TO'PLATE/STUD CONNECTION for any contact with ACQ_ ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH NAILING SCHEDULE OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS CONNECT TO RAFTER/PLAT RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RTIO 10-3J4"x 18ga.TYDOWN ANCHOR EACH RAFTER CONNECT OVER USE MIN.12)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 SCUD PLATE ANCHOR PLATES TO EACH SCUD PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO NAIL NAIL EACH RAFTER JOINT DESCRIPTION NOTES QTY. SPACING STRUCTURAL PANEL 8d AS PER TABLE 3.S WFCM-SBC Con 4"MAX. CA 4"DIA.MAXIMUM a GIRDER/HEADER GIRDER/HEADER ROOF FRAMING: O W' JOINT DESCRIPTION NAIL NAIL NOTES JOISTPOST/COLUMN °o RAFTER TO B'WALL:3Q d COMMO SPACING L o° TOP PLATE 10'WALL 4-8d COMMOt I RAFTER TOE-NAIL Q :o POST/COLUMNF--I M CEILING JOIST 8'WALL:3'-ed COMMOI, EACH [' TO TOP PLATE 10'WALL:4-8d COMMD JOIST TOE-NAIL U G1RDE[t/HEADER CEILING JOIST AS TABLE 3.7 EACH FACE rT, PARALLEL RAFTERER WFCM-SBC LAP ', NAIL W CEILING JOIST LAPS AS PER TABLE 33 EACH FACE E" POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION COLLAR TIE AS PER TABLE 3.4 EACH FACE O TO'RAFTER WFCM-SBC END NAIL 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING EACH TOE R/ ) DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER TO RAFTER 2-8d COMMON END NAIL 6x6 SOLID COLUMN PB566/PBSE66/KC66'POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION LOCATION JUSP NUMBER' DESCRIPTION APPLICATION RIM BOARD EACH END HOLLOW COLUMN SIM'PSON STRRI/2 H.C. ANCHOR APPLY TO FACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 2-16d COMMON JOIST-TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOI TO RAFTER END NAIL STU WALL FRAMING: o BEARING PLATE GIRDER JOINT DESCRIPTION QN SPACING NAIL NOTES TOP PLATE TO PER C TOP PLATE 2-16d COMMOP I FOOT FACE NAIL WOOD JOIST ,, TOP PLATES AT 4-16d COMMOP I JOINTS FACE INTERSECTIONS EA.SIDE NAIL STUD TO 2_lbd COMMO 24" FACE LEDGER II, CONCRETE PIER , STUD O.C. NAIL c GIRDERJHEADER HEADER TO 16"O.C. FACE WOOD JOIST WOOD JOIST r HEADER T6d'COMMON ALONG EDGES NAIL • r+ TOP OR BOTTOM 2-16d COMMOP PER 2x4 STUD END W PLATE TO STUD 3-16d COMMOI,PER 2x6 STUD NAIL O > Z BOTTOM PLATE TO: FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL �I } CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FSH HEADER TO BE SUPPORTED WITH I (MINIMUM) END JOIST OR BLOCKING FOOT Ed Q 0 LU FOR HEADER HEADER/GIRDER-TO-POST CONNECTION Ed in J THE PROPER STEEL CONNECTOR. OR BEAM Z Q LEDGER TO BE CONNECTED TO BLDG.USING i/2"DIA.BOLTS @16"OC WITH WASHERS I I LOCATION USP NUMBER DESCRIPTION APPLICATION IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD I I (2)BEAMS PA'U44 OR WE44 POST J BEAM ANCHOR APPLY TO EACH PIE w.? REQUIRED— FOR EQUIRED LV FOR STU (3)BEAMS PDAU66 OR WE66 POST!BEAM ANCHOR APPLY TO EACH PIE a\' DECK FRAMING: / Lo Q FLASHING TUCKED UNDER I{ NAIL NAIL L0 CO NOTES TOP PIECE OF SIDING AND JOINT DESCRIPTION QTY. SPACING N LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE PIKE OF SIDING BELOW THREADED ROD SILL,TOP PLATE OR GIRDER 4-8d COMMO JOIST NAIL BRIDGING EACH TOE CNW COUPLER NUT 1/2"DIA.LAG BOLTS W/WASHERS TO JOIST 2-Sd COMMO END NAIL CONNECTED TO BLDG.@16"OC POST BLOCKING EACH TOE MINIMUM TO JOIST 2-Sd COMMO END NAIL WOOD JOIST END DISTANCE BLOCKING TO: 3-16d COMMOt EACH TOE SILL OR TOP PLATE BLOCK I NM BLOCKING LEDGER STRIP EACH C ,ti. . MINIM M sem• • TO BEAM 3'-16d COMMO JOIST A , FLOOR FRAMING o 'o n ENa NCE 2x JOISTS +• 12"x12"x12" ;' •ems • '`• JOIST ON LEDGER CONCRETE FOOTING a .�r�a� r j TO BEAM 3-Sd COMMO ." ]1` DRAWN: MH/IVIS WOOD GIRDER • r _ BLOCKING FOR JOIST HANGER a� TO JOIST ��'" LAG BOLTS BAND JOIST 3'-T6d COMM � E �� w JOB NTS 'd BAND JOIST TO: HOLLOW COLUMN UPLIFT RIM JOIST/BD. ► SIMPSON STRONG TIE MODEL STRRI/2 SILL OR TOP PLATE 2-ibd COM T ` f December-09,2009 O SPLICED JOISTS OVER HEADERJGIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG.CONNECTION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION1 USP NUMBER I DESCRIPTION APPLICATION L'• SHEET NUMBER: USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/SEAM ANCHOR APPLY TO EACH FOOTING q DECKIPORCH LEDGER CONNECTION 6X6 POST IPAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING A.7 HA [FY ALL GENERAL r MM 1 OAK. CONTRACTOR LL VER CONTRACTOR O H TNG WITH OWNERS A OVA OF s CONTRACTOR SHA 5� ON51 FOR A UI INia�� A TM T IN5P GTIONS 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 CO €NC NG W sEN[]ZAL TR GTOR T COORDINATE EET WNER FOR PPR L ALL STIERAL TR R LL i3E REP T3LE R LL 8 � iDEP R EN E MANUFACTURERS 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 ROUGH ELECTRIC,PLUMBING,AND HVAC PRICR TO INSULATING AND SHEIETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS- REVISIONS AL NOTES WIND FRAMING NOTES NAILING SCHEDULE �� PLAN CONTENTS: GENER ,).RIDGET©_RAFTERAssEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a. ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS) htabulated bf 8dilithe strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tauatenumber onails n e p. BUILDING HEIGHT TOP PLATE 10'WALL:4-8d COMMON RAFTERl TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1)_The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST B'WALL-3-8d COMMON EACH 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 TO TOP PLATE W WALL:4-Bd COMMON JOIST TOE NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND CEILING JOIST TO AS PER TABLE 3.7 EACH FACE 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#0 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL ;7 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 FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES 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 ® a OVER PARTITION WFCM-SBC LAP NAiL EXT. BALCONIES 6D 2').The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TiE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 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 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) ROOMS(OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 16d COMMON END NAIL 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 for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL responsibility for construction coordinating with these plans,nor responsibility GAURDRAILS ANY DIRECTION N 200 � 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 bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY- EXPOSURE CATAGORY SPACING NOTES (DESIGNED FOR CAT.C) precautions and programs in connection with the work.There are no warranties fora P q TOP PLATE TO PER FACE NAiL specific use expressed or implied in the use of these laps. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 4 m p p P P TOP PLATE FOOT SEE NOTE:1 anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE �- 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE lz� rn INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE c� 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMO STUD O.C_ NAIL Sym.: attached with 8d common nails at 6"o.c_at the panel edges and 12"o_c.in the field,and FIRE PROTECTION 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"D.C.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS 16d COMMON SMOKE&CO2 DETECTORS '� U s 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 TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION HEADER ALONG EDGES NAIL ;.-in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PIER 2x4 STUD END 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PIER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK z 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO-. PER FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMONPER FACE NAIL CLIMATIC Ot GEOGRAPHIC DESIGN CRITERIA FOOT SEE NOTE:1,2 length adjustment factors in table 3.16_ END JOIST OR BLOCKING 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floorREQUIRED E s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UN LOAD (MPH) CATEGORY DEPTH TEMP. REQUIREDUIREDNT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL 2).All footings to rest on undisturbed(virgin)soil. interior shearwal'ls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES MODERATE SLIGHT TO QTY. :SPACING 20 LBS. 120 B SEVERE 3 FT. 11 YES 2.4.4.2 and 2.2.4 respectively. TO HEAVY MODERATE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: 4.8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOiST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 2-Sd COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE 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 END NAIL SHEATHING LOCATION NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on grade to be 2500 p-s.i..Concrete to be TO JOIST 2-Sd COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: o Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95/a relative density with g 3-76d COMMON INTERIOR ZONE 8d COMMON @ 6"O.0 Sd COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD W 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 H 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. .of area. NOTES Z ft DECK AND COVERED PORCH NOTES: JOIST ON LETO BEAM LEDGER 3-8d COMMON JOIST NAIL PER TOE (--� z 7).Dampproof exterior of foundation with bituminous coating as per section 8406 of THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. C N_Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END (.. All fasteners,hangers and anchors to be alvinized or stainless steel. TO JOIST 3•16d COMMONJOiST NAIL 1 .For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, the below grade portion of exterior walls prior to backfilling. g g' ) g P g g P � BAND JOiST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 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. SILL OR TOP PLATE 2.16d COMMON FOOT SEE NOTE-1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. F' FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o_c_ 1 _All framingtechniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL q P P g g 3).Posts supporting girders shall be anchored to a l2"x12"x12"thick concrete footing. JOINT DESCRIPTIONQ.�, SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. '� below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd 'PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o_c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FiELD 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. JOINT DESCRIPTION SEE NOTES:1,3 (BOTH FIELDS) otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 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.Fir. WALLBOARD 5d COOLERS 10"O.C. FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 Sd COMMON @ T2"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6)_Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES 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 NAIL NAit openings between 4`1 and GO and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. QTY. SPACING and blacking where applicable. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,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"O.C.EDGE 6d COMMON 2 Tabulated l2 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 bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD " O.C.F DG )• P g g g Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction 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. 5d COOLERS LLJ on plans. WALLBOARD 10"O.C.FIELD 2 .Verify septic system with the Engineer for Suffolk Count Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. � } 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o, ) y P y g' Y P pp FLOOR SHEATHING: NOTE: Z other access openings unless otherwise noted(typical). 3}.If wall studs,plates Ing and are cut out during installation for any plumbing reused work, JOINT DESCRIPTION NAIL NAiL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 03 In 8).Dormers running up roof rafters are to be supported by double rafters on either Side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING Z O 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, �..� _ 1"OR LESS 8d COMMO 12"O.C.FIELD 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES 1). PROVIDE 5/8"TYPE-X SHEFfROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. , NOTES: 2).USE StMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. LC? O under all bearing walls_ 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 3).INSTALL 1-Co2 DETECTOR 1N ADDITION TO SMOKE ALARMS PER FLOOR. LO CD requirements. ;T 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF Section R602.8-FiREBLOCKING REQUIRED N needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) equipment supplier. and to form an effective fire barrier between stories,and between a top story and the roof space. 11).Unless otherwise noted,all roofs and walls to have a minimum 7/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathiing, Fireblocking shall be provided in wood-frame construction in the following locations. 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 shear capacities,nailing requirements for structural 1).1n concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installedELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblacked at intervals not exceeding,10 d l instructions. 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 constructed over subflaor as per manufacture's 1).All electrical to be installed as per N.Y.S.Residential Construction Code. P P using parallel rows of studs or staggered studs. � 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected f+ s " '- ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2)_All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, ) ay " 1A DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot. drop ceilings and cove ceilings. j't°r: [ , 3)-install Smoke detectors and Carbon Monoxide detectors throughout as per section 8317 SCALE: NTS 3).In concealed spaces between stair stringers at the top and bottom of the run_Enclosed spaces 14).Ail roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N_Y.S.Residential Construction Code. a �, JOB#: � -" ay„a; 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. 1¢ . December 09,2009 torch down type material over. NX SHEET NUMBER: 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ' s 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to flame and products of combustion. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. �y A-8 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. HA 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 HE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTORS LL O MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT IDB SITE,INCLUDENG BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROuGµELECTRIC,PWMBING,AND HVAC PRIOR TO INSULATING AND SHEErROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS,