Loading...
HomeMy WebLinkAbout40434-Z �ggFFOtIrc�Gy Town of Southold 3/29/2017 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38881 Date: 3/29/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1970 Vanston Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-3-12.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/21/2016 pursuant to which Building Permit No. 40434 dated 1/27/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING TWO FRONT COVERED PORCHES AND REAR LANDING TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to McKee,James of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40434 01-25-2017 PLUMBERS CERTIFICATION DATED 02-02-2017 Brad Piecuc47 %ALI' 0-0 o ' Signature oSOFFot�.��G TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40434 Date: 1/27/2016 Permission is hereby granted to: McKee, James 659 Quaker Rd Chappaqua, NY 10514 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 1970 Vanston Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-3-12.2 Pursuant to application dated 1/21/2016 and approved by the Building Inspector. To expire on 7/28/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $774.00 CO -ADDIT DWELLING $50.00 otal: $824.00 Buil ing In zr __ 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$15.00 //-- Date. ��/ (/!l� New Construction: Old or Pre-existing Building: (check one) Location of Property: 1 7 a Vie,0, 0 C_u7_r, f ay 05 House No. I Street � recHamlet )Owner or Owners of Property: /Y/� /,4 '/ g C Suffolk County Tax Map No 1000, Section /u Block 03 Lot l 2 Subdivision Filed Map. Lot: Permit No. J Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ JFj 0 AAIL �O Applic t Si ature SOl/rg,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 , aQ roger.riche rt( .town.southoId.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: McKee Address: 1970 Vanston Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 40434 Section: 111 Block: 3 Lot: 12.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200A Heat OIL Duplec Recpt 103 Ceding Fixtures 18 HID Fixtures Service 3 ph Hot Water OIL GFCI Recpt Wall Fixtures 23 Smoke Detectors Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 97 CO Detectors Sub Panel A/C Blower 3 Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances DW Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200A Switches 75 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Range Hood, 3- Exhaust Fans, 2- Paddle Fans, 1- Electric Oven, 1- Electric Cook Top, 10 - GFCI Circuit Breakers, 7- ARC Fault Circuit Breakers, Notes: 1- 20 KW Generator with Auto Transfer Switch. Inspector Signature: Date: January25, 2017 0-Cert Electrical Compliance Form.xls Town[fall Annex � � - Telephone(631)765-1802 54375 Main Road Fax(631),765-95-02 P.O.Box 1179 Southold,New York 11971-0959 OU(VT`I,�� �f(� BUILDING DEPARTMENT TONT OF SOI7THOI.I) - - - - - - D FEB 3 2017 BUILDING DEPT. -CERTIFICATION TOWN OF SOOLD Date: 21-7_b 7 Building Permit No. I.10g31/ Owner-: A kee (Please print) Plumber: brad f icccxti (Please print) I certify that the solder used in.the water supply-system contains less-than_ 2/10 of 1% lead. -( umbers Signature) Sworn to before me this gy^d day o �l�fLIGf vA.t- 20J'7 C( NNIE D.BUNCH (Votary Public,State of New York Pio.01 BU6185050Co Qualified in Suffolk County Commission Expires April 14,?_t2DO Notary Public, County pf SOUlyolo - • ao , o�yco TOWN.-OF SOUTHOLD BUILDING DEPT. 765-1802 /FOUNDIATION,IST NSPECTION [ [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: e r) ----- 2_G DATE INSPECTOR Of s0� ryolo 40 coUNiY, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' ' [ ] F DATION IST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION, [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: o2 • O� DATE INSPECTOR 14- rsf so ia_ cou TOWN- OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I I FOUNDATIONAST ROUGH PLUMBING I F�ND: INSULATION IV FRAMIN FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOL CAULKING REMARKS:_77� a_4ft4'-':" u &#7 DATE INSPECTOR2 Lkf OE so Tyo :NS • �y�ourm a�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTp CN [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [VKFRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) r r REMARKS:A-em - l.� _ a� - —Q,.,.rf����V� �S..�. - `_/r-•mss.. DATE �8 �7 /G INSPECTOR J ' pF SOUlyolo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ��� 0 DATE �� INSPECTO SOUjyo� cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE / S �� INSPECTOR e qeb Of SOUIy� H O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] /ROGH PLEIG. FOUNDATION 2ND [ ] LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) _ n REMARKS: Povily.4 '� Ca4j� �4 5 ApArv, lis w h Q ilk 5m [ �fW . DATE �� INSPECTOR SO(/lyo TOWN .OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH-PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION _ [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Ql �� ��1� -WJ V C"&A DATE -3h-1 )tl q` INSPECTOR AI- -RCHITECT MARK SCHWARTZ&ASSOCIATES 28495 TMain Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 www.mbarchitcct.com February 28,2017 Southold Town Building Department Main Road Southold,New York 11971 Re: McKee Residence 1970 Vanston Road Cutchogue,New York Permit#40434 To whom it may concern, I have been on site during portions of the construction for the aforementioned project. I have reviewed the strapping for the house framing,the LVL header at the Dining Room and we have revised the as- built finished basement plans. To the best of my knowledge,these items have been completed as per plans and meet or exceed New York State Code. Please call this office with any questions you may have. Sincerely, i Mark Schwartz D ���D Y v VAR - 9 2097 BUILDI G DEPT. TOWN OF SOUTHOLD A1A Memhei American lnstihite of ArchAcc hire RCHITECT MARK SCHWARTZ &ASSOCIATES 28495 Nfain Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 1 A,ww.mksarchitcct.com March 27,2017 i � I� D Southold Town Building Department U 1 MAR 2 8 2017 Main Road Southold,New York 11971 BUILDING DEET. TOWN OF SOUTHOLD Re: McKee Residence 1970 Vanston Road Cutchogue,New York Permit#40434 To whom it may concern, I have been on site during portions of the construction for the aforementioned project. I have reviewed the insulation installation for the house. To the best of my knowledge,all caulking and insulation have been completed as per plans and meet or exceed New York State Code. Please call this office with any questions you may have. Sincerely, y N y Mark Schwartz c A1A Mem}yet American Institute of Archticcture rr►, Fill / . �G(a'�l,A .• a .�M _�.' ���___. .. INOLATI • STA TE • rY A Fm L4-mwcmnl RUM • All'_ FF • i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following;before applying? TOWN HALL ` ' ' ` ' ''� ' Board 6� Iealth I SOUTHOLD, NY 1197.1 ' _^_,' >� +':w ?�.' �'��= 4•sets:of Building Plans TEL: (631) 765-1802 Planning Board approval I FAX: (631) 765-9502 - - = Survey` • j SoutholdTown.NorthFork.net PERMIT NO. 10 'S ` Check Septic'Form t - N.Y.S.D.E.G. Trustees C.O.Application Flood Permit Examined '',20 " Single&,Separate ' Storm-Water,Assessmeni Form Contact: �+ j Approved '20 ". ri r Mail to: CO7G��i� Disapproved a/c Phone: Expiration ,20 ry,,; Building sp PPLICATION'FOR'BUIL-DING'PERMIT' I JAN 21 2016 �.�� I a I `Date' `0/� -��` � � , 20 — - -- r INSTRUCTIONS-= --a-This-applicatioTrM-US-T-be completely filled in by'ty ewi•iter+or'iii inrhd.submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. j b. Plot plan showing location of lot and of buildings•on,premises;-relation'ship to adjoining premises or public streets or areas, and waterways. c. The work'covered by this_application,maytnot,be commenced,l�efore issuance of•Building Permit: d, Upon a royal of this application,the Building Inspector issue a'Buildin�TPermit to{lie a 'licant Such a permit P PP PP g P g PP P shall be kept on the premises availablle-for,•inspection throughout•the`work, t; j e.No building shall be occupied`or usedin whole or iri paiifor any purpose what so ever until the Building Inspector issue5,a•Certificate,of Occupancy. ;� ;,. ,�,}� '. . s ,, i f. Every building permit shall'exp4 e''if tli�world author`izei,l�i'as_riot commenced within l2 months after the date of issuaneir or.has not<been completed within 18 montfis from•Such d te:ff no zoning am ridmerits�o' other regulations affecting the property have been enacted in the`•irit'erim,the Building Inspectol:.iiiay`authorize, in writing;the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY&L1 D8,t6-the,'B3uUdirii�'D60ailtnent pr the issuance of a Building Permit{pursuant to the Building Zone Ordinance of the Town,of•S,quthold;Su folic Count;Newt Xork; andsother:'applicable Laws,,Ordinances or Regulations, for the construction of buildings, additi`ops, or alterations or,fgr•.;removal or�demolitionus herein described. The applicant agrees to comply with all applicable laws, ordinances,buildingcpa'eilhousing code;and regulation's; acid to admit authorized inspectors on premises and in building for necessary inspections. (Signature•of applicant or name,if a corporation) (Nlailin`g:address of applicant)' State whether applicant is owner, lessee, age farchDitect engineer, general contractor, electrician, plumber or builder Name of owner of premises *(,n tax roll oraatest deed)=` ;'.' ` j If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. `� Other Trade's License No. I 1. Location of land on which pr posed work will be done: VkAl 5- dAe House Nurfiber Street _ : Hamlet County Tax Map No. 1000 Section :B'lock' A?' }t Lot 110. i i Subdivision Filed Map No. Lot 2. State existing use and oocupancy'of premises and intended use and occupancy of proposed construction:• a, Existing use and occupancy, .5I106cr E41P b. Intended use and'occupancy_ S/9/P? 3, Nature of work (check which,applicable):New Building Addition Alteration•_ Repair Removal,,,',' Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each-floor If garage, number'of car`s' 6. If-'busiines%s;i"ommerci�.t&mixed occupancy, specify nature and extent of each type of use, 7. Dimension' �afie is�ik tructulres, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 'Rear Depth Height t, ;�„', t :;, iz Number of Stories 8. Dimensions of entire new construction:.Fr'ont,,. ,R, Depth Height N niber of Stories J `r 9. Size of lot: Front S Rear .,.Depth 10. Date of Purchase Name of Forfne�,Owner 11. Zone ` . •. ,. •, ., . or use district in which premises,are�situaied`' '•.`,'._: 12. Does proposed constr"uction'wFiolate any,zoning'law;,ordiriar ce-or'regulation?!,Y.ES-,, : NO 13. Will lot be re-graded? YES NO Will exddss fill-be?remoi�ed"from= `?'YES 'NO . •_premises fie` ::. ... ¢� 14. Names of Owner of premises e ,.. Address 'D�/. ej( . «, 2 Qphone'No. 7 Name of Architect Gtr', .,: "Ad'dress�.fid' •01 � r, ' PIiorie No' 734.4/ Name of Contractor A'dd'ress ,i: s i'' one No. 15 a. Is this property,within I00.feet ofa+tidal wetland.or;a freshwater.wdtla nd?f*rYES", .. -!NO' * IF YES, SOUTHOLD TOWN,,TRUSTEES &?D:ESC::�ERM, T-S,Kk—Y.`MREQUI'RED., b. Is this property'Within•;300',fiefofa'tidaliwetland,,*,YES"'1 NOS ' * IF YES; D.E.C. PERMITS MAY BE REQUI'RBD:�-. '"r 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. . I . , - It,. 17. If elevation at any point oh'prope"rty is'at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants,and.restr.,ictions with-respect to this property? * YES_XNO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) r SS;/ COUNTY OF42() � -- e g duly,;s.�Vorn; deposes ant says'that(s)lie is tlie'applicant (Name of individual signing contract)above.nam*6k, (S)He is the (Contractor,Xgent, Corpor4te Offic r, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best-of his knowledge and-belief; and that the work will be performed in the manner set forth in the application filed therewith, Sworn to Wore me t�– ,-\G� day of-3 OL(\-_Ll� 1E U W,�,FPublic No 1 SU6185050 7 Public,State of Now York otar,}4,Public Qual �ln Suffolk County P�, Signature of Applicant E Coenuris§om'Expires Aprfl,14;,� O ; a t � gUFfit� Scott A. Russell ��° �� STO]E AWWA' IER[ , SUPERVISOR AWANAG]EM[]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 b 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑�( A. Clearing, grubbing, grading or stripping of land which affects more ' o than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑( C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑0 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑0 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S APPLICANT (Property Owner,D Contractor,Other) .C.T.M ]0�1] Date: #: gn Professional Agent. J1 I Dutnct /�1/?, / NAME � _Pj I-Z • Z !/ , {O IPrn0 Section Block Lot """ 7 '� r FOR BUILDING DEPARTN ENT I11SF ONLY , Contact Information .J lele� • ��✓ 9M phon��uintar� �� VV Y Reviewed By Date Property Address / Location of Construction Work. — — — — — — — — — — — — — — — O �/ Approved for processing Building Permit. V ), Stormwater Management Control Plan Not Required y`77G> <��Ki ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 Vr SO Town Hall Annexa Telephone(631)765-1802 54375 Main Road (631)76�5Q P.O.Box 1179 �O roger.richertCa�oWn.sou 011u.rly.us Southold,NY 11971-0959 BUILDING DEPARTMENT TO'`T OF SOUlI'HOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: VoT I•¢ Date: 9-,Z1- /4 Company name: —�,�✓psi Cc� �c c �. -e Name: -- License No.: Address: 1-32-o /0 /191/ Phone No.. JOSSITE INFORMATION: (*Indicates required information) . *Name: M oz f ruts M I , Address: 19 `�-0 1J'4r✓sT� �� ��,rreotn *Cross Street: *Phone No.: 74 5 I Y)W Permit No.: Tax Map District: 1000 Section: Block: Lot: � 'BRIEF DESCRIPTION OF WORK(Please Print Clearly) (POease Cilrcie AIR That Apply) *Is job ready for inspection: YES/ - Rough in Final *Do you need a Temp Certificate: / NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connec Undergroun umber of Meters �ofServicOverhec ,),� Additional Information: PAYMENT DUE WITH APPLICATION \\0 82-Request r Inspection Form r Town Hall Annexe Telephone(631-1802 54375 Main Road Fax(631)734-9502 P. O. Box 1179 cin Southold, NY 11971-0959 .t- P7 BUILDING DEPARTMENT NOTICE OF UTILIZATION.OF TRUSS T—YPE CC:1NSTRUCTI.ON, PRE-ENGINEERED WOOD CONSTRUCTION ANDZOR TIMBER CQNS-TRUCTION Date: ':� ti 4• gr Owners 3o � � r` Location of Property: �'`t / 1+L "—� 'i;,., 1` DCv r� • �St'y'4�ja•y�.Cr t, ,°red jr _ Please take notice that the (check app(cabI 'line): t New residential4ructure�, C^} ;r;.:`:.�• ,{' Addition to existing-residential structure n Rehabilitation to:awexisting.m3idential structure 5 to be constructed or performed at the sunce above will utilize ; (check applicable line): `f` Truss type construction. T-= :r Pre-engineered wood ponstrucfi V17);r',•. _ Timber constructidn (TC) in the following location(s) (check applicable line): Floor frarning, including igirder''s•:arid,bdams(F).. Roof framing(R)' - _ - Floor and roof ti-amirig (FR) Signature: Name ,person submitting this form;: 1W�V 4 �C Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 17 6" DIAMETE-R I - REF,LE%T[VE RED - -' ROiv7A7Q ALPHANUMERIC -DESIGNATION.OF'CONSTRUCT(ON (PMS)#147` :N TYPE BY�S�D;ON SECTION 602 OF THE [3[�&biNG CODE OF NEW t YORK STATE 2" ;I.�l. - \ :• '`�` •�; �,_ F 'eREFLECT[VE ->> WHITE , .. ; _ 1/2'STROKE t, LICT, R'Ai. MON, VIM "t'RUS GbIISWUCTION "F" FLOOR FRAMING,,INCLUDING • GIRDERS ANN BI AWI- ~R" iiC7aFrFlt�t�ItNG.ir..;..,::•. ' "FR" F460R A-I'D-IM60'F 7Afl[lId1O DANCE WTH 19 , .CRR PARi-.12G54 ,,_,-. ' •i ,..rsino�E CODES g7 yj IQN 4 ' r--. EXAIVF'L.E TRUSS-IDE 4FIFIC�ATION SIGN DATE:0�08�2Q45 NE .` R TAT E ` E"PARTME T OF STAT E 7 , DIVISION OF CODE ENFORCEMENT - AND ADMINISTRATION Bunch, Connie From: Bunch, Connie Sent: Tuesday, February 28, 2017 12:46 PM To: 'Mark Schwartz' Subject: RE: McKee 1970 Vanston Rd #40434 It needs 5 things: A. Certification for strapping and cut LVL's in dining room. B.Amended plus for finished basement. C. Shutters., D. Placard and E. re-final inspection Connie a"d 'r From: Mark Schwartz [mailto:mksarchitect@optonline.net] Sent:Tuesday, February 28, 2017 12:36 PM To: Bunch, Connie<Connie.Bunch @town.southoId.ny.us> Subject: McKee 1970 Vanston Rd#40434 Hi Connie, Will you please check what we need for C of 0 on this project? Thanks 1 REVISIONS: A B 79'-2" 10 4' 0" oDT7 ° - d , ° o 35-51/2x, ° cV BLUESTONE 14'-0" ------------------------- MPS(_VIFJ -----------II ° D - o o . d 'p d . v I' ° ----------------- - ° --- -----------------------, 1 ° ° d ° 4 ° 4 5)FEP' a ° d ° d ° 4 °t ' I' I 15 -91/2 ° 17'-8" I Q,�--'v-Q-�--v p d 0 , 1 I 1p �I ° I 4 1 1 1 ° D ' .I °I .Q , °. •� IQ.QI 1 OUTDOOR II I I I PORCH ' ' SHOWER ' ° ► I CONCRETE °, ) .I 1 nLL ;{�{... 8'-0" SHELF �; o (SEE DETAILS) CRAWL SPACE ; ' STORAGE 10 ---16"x- -' iv � 1 11 °REMOVE oEX.STOOP ' 'O a ------------2X1O1=J @160C �I `-----------r r---------------------------36X24-AC-CESS--- \� I I I � d • D A O A `- � O #5 REBAR @12"OC I #5 REBAR @12'OC I `Y I \ AND AT FTG.(TYP.) AND AT FTG.(TYP.) I Q+ I I 1 � wJ I I I I LnLL 9'-53/4" O Z � I I O I ADD 1 COURSE CONC.BLK. O 1LL AROUND BILCO DOOR I Lu PERMITER.REPLACE STAIRS 12'-21/2" 5'-6" '41 Z O AS REQUIRED , I EXTERIOR w WALL O ABOVE I 2X10 FJ ' EXITING GARAGE Q 1 t 1 I iOOOCCCIII i EX.GIRDER = r r ^ Q 1 1 O ; ; C° ------ ------+------------ ---------- _ _ . _1. . _ . •--_ --- ---- ------- I i EX.GIRDER i 1 op 'd o r b d v o : EX.STOOP ; #5 REBAR @12"OC TO BE ' 1 AND AT FTG.(TYP.) ' (D CONCRETE REMOVED -- REP CE. - STAIRS PORCH "' 7'—41/4" MECHANICALS ( ° ° ° ° ' ---------, - :STEwo°a �p ------ (D ----------------- ------ i N 0 0 0 0 1hto 50 I ------------' F,EL Ci_TANK Z w cl O � 1 , i� 3'-7„ 6'-0„ 3,-7„ dx ELECTRICAL � ° I ! 7� � U D D STORAGE i 13'-2" V � U ' 1 O 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.ADJUST HEIGHT FOR FINISHED FLOOR TO MATCH EXISTING.EXTERIOR OF FOUNDATION EX.STOOP o ; { A TO BE DAMPPROOFED AS PER N.Y.S.RESIDENTIAL CODE WITH A O TO BE REMOVED BITUMINOUS COATING. I 1 1 I PROVIDE ALLOWANCE TO FINISH BASEMENT: I PORCH PERIMETER 2X4 WALL R13 INSULATION (PRICE %C) , , , , 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY IN FOOTING. ALT:SPRAY FOAM),MOISTURE RESISTANT SHEETROCK, ,° I FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST DRYLOCK FOUNDATION WALLS(EPDXY/REPAIR CRACKS), ; I'-I- I Ill It 1111111 1 1 1 1 J71 Jill ; ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). TILE FLOOR,DROP CEILING,ELECTRIC/RECESSED LIGHTS, ' e, °o % ° 4 ' °a CABLE/TELEPHONE/SPEAKERS,WAVE HOME SOLUTIONS --- - ---- -- ^ FOUNDATION PLAN 3).FOUNDATION AT STORAGE SLAB TO BE 4"THICK(CRAWL SPACE TO BE 2"), HOOK UP,HEATING AND AIR CONDITIONING,REPLACE ; " o ' s"gyri o' J. 3000psi CONCRETE ON COMPACTED FILL.INSTALL 1/2"EXPANSION JOINT EXISTING WINDOWS.INSTALL CLOSETS/ROOMS AROUND ---- --•-------------- ' `— i i V MATERIAL WHERE SLAB MEETS ADJOINING WALLS. 1 MECHANICALS AND FUEL TANK. —2, SCALE. ,411 = 4).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS M 64 0 W SILL GASKET. 0 „ .. -0 PROJECT NORTH 5).PROVIDE 5/8”DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, O M �� v S N INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A ; MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO O X p CE BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. P-4 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE tv a) BLOCKING AT B'-0"O.C.(MAX.)AND MIDSPAN. 04 7).INSTALL NEW DROP CEILING AND TILE FLOOR � U c m Ln U m ..o U) BLUESTONE, BRICK co �ow � OR PAVERS #4 EPDXY COATED 2X6 ACQ SILL PLATE REBAR 24"OC EACH WAY COPPER COATED TERMITE SHIELD SILL SEAL W A 6X6 10/10 WMM p 6"0 I SLAB o #5 REBAR 8" U HAUNCH ANCHOR BOLT MIN. J o -- _._a,*,-,-, a -,-,- _°-,__,_.a,,,,r *-°-°.�,°- - 4" CONC. SLAB (SEE ANCHOR BOLT DETAIL) o V O V r^ • L DE GRATO SLOPE r Q , ) "v AWAY FROM BLDG. 0 0 00 0 0 o Oo 0 0 0 0o Oo POURED CONCRETE #f►'-�'1 6„ GRAVEL FOUNDATION WALL ° Q N 0 ASPHALTUM DAMPROOFING H MEMBRANE TO GRADE 0 7qk PROVIDE 2X4 KEY CONCRETE2"THICK CONCRETE SLAB x SHELF I I ALL FILL BENEATH (CONCRETE SLABS TO BE o ° a 1> L COMPACTED TO 95% RELATIVE DENSITY o 4 D Q D � • 0 0 3» D a D ASTM D-689. COMPACTION TEST AS NECESSARY. 4"COARSE SAND ?017 OR GRAVEL #5 REBAR MAR _ COMPACTED 3” CLEAN FILL 16" g,MDIN(;DFt'T. ARE . ° �°y SO�g1OLD � DRAW : MH/MS FOUNDAT1ON DETAIL SCALE: 1/4"=l'-O"PATIO DETAIL JOB#: SC,4LE: 3/4„ = _Q N February 02,2017 SCALE. 1 1 -0” TA * SHEET NUMBER: 4223 9 � Q� AGF N E\N-4O REVISIONS: ,I 210.00 SITE DATA: SCTM # 1000-3-012.002 IN 8012'30" E e, +1_i44-,-i-f:i-I FH---N i+H-1 i-h-H-,-t-k-i-i-i-I-rl f-Fi-'-17-i-+:-++-F}rF-H-I-htt'-FH-F-F-FW;-��'-'r-r-i-hl—l-+- H I-,-,-i+t-, m-H4+ Fi%+-i-,-:-,+I-H-�--0-H-r�-f-i-,'-I i-;1-4 i i-hFrH-i-ri FENCE DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: FENCE PROPERTY. 27,125.0 SQ FT. 0.62 ACRES N' ;< f�',1,('',�1-i IM,FN`(- /VI' PROPERTY WETLANDS: 7;D- i„ i1 �� _ I c, }.fir I lil FOP, THC_: O -I } I . � ® BUILDABLE PROPERTY I. r `,,!'.(.�,I'f711 rl,IVO REC)I.JIFIED j�zs°" ;,�/ 1Fy (`:)IN(,I "" r` �a, ,h•+ v �1 ESTIMATED AREA OF `�.tI ,' ® GROUND DISTURBANCE: 32.. Ilii)tiGAI1 I�Ui�Hl�vih* G ? FL UMISIN s .� FINAL - CO,',' i"RUC'110-N ii[ILJ;! � � ��fv r �4E C(klrr'L I__i E PoF,' C.O. ° r � r � r THE _ EXISTING HOUSE: 1853.6 SQ FT. 6.8 ALL COI S I f sJ ,1 I N &' ]ALL TACE t t HE � "V i H'r_CODES OF NEIN PROPOSED ADDITIONS: 348.4 SQ. FT. 13% 50 CU.YD. 15 CU.YD. REniUIfIDMI INI I S MJF YOPIC SfA F, NO-I -'@.af'C.iNS1RLE FOit U�;SICIf'I �Ji1 . s � PORCH/DECK: 199.3 SQ. FT. 0.7% 2 CU.YD. 1 CU.YD. CON'w IvRU(i'f Il)N E FjR1JM t L IJ ® EXITING POOL: 906 SQ.FT. 3.3% �p �zI \0 EXISTING POOL PATIO- 1690 SQ FT. 6.2% .... ..,�) �.JB- w �`*.1l-�t/`Iq (/:t�s t,�. � 4;'�i � & Ti.�°�`1 N CODE-0 j �I � �e� 4{E*aUI`El-) ,'�s)'°:a C, . I ,i_3 16 GF �� z ® Ln L p kc �Rs� ® — W ®O/ PROPOSED DRYWELLS. 20 CU.YD. 8 CU YD. PLUMBER CEF 0 00 9N LOD CO v � o �4 0, g 0 0 �' RT1FI ATE CSF OCCUPANCY' / � 4/ J2 , b� '1��O � ._._ `� � � � TOTAL: 5033.3 SQ FT. 18.3% 72 CU.YD. 24 CU.YD. .,SOLoER-U i 44,1 4 q�O'ti�° SUPPLY SYSTEM CANNOT fi:. 4 P 0 OF I LEAD. r O _Z� a. �9 I 1� MEETS & BOUNDS �0 PAN 0� ICT>�{`s ,,-rop[' I T' IM1 :, �P� „ �.� ��^/ 0 3 BY: PAT SECCAFICO UR RGI lOFF F �� �/ / ,,' s , OY E UNLAWFUL I PURSUANI 10 CHAPTER 236 eAit .x �%SJ ® (\.l 2 �k/� NFA �, �� LAND SURVEYOR � T F A OF THE TOWN CODE. �® S, �/ 2 � r DATED: JAN. 31, 2003 OWITHOUT ;T,r ,, ,,FF �� 1.y �C s ,16 r � � yt,; fit- SCF- - �� �/ � OF OCCUPANCY 74.5 r,; y ��} ®® ®�,5.� U0 PLUMBING _ R�� 2� 2 >� I 3► ALL PLUMBING WASTE \\ mi t .9u Ffi; a ED 283, ,, �C M OOH &WATER LIMES NE I TESTING B; FOF'tE Q®VERING 71 Up �� I ° r> = ', 'ani' " / O ®,� R®Q^A !�/Q M{XED SAND AND LOAM ° h Al, �1 760' RcOOQ /c�R'�G o� I I ® Pok cOOD U Lu p / O� 411 ROOF AREA 2539 4 SQ FT / o slot \ ( � 22 3� ® � AT 100/WATER RUNOFF 424 1 CU FT � t/] o \ / .?-/z , S�� GAJ � � PROVIDE(2)8'DIA X 6'DEEP DRYWELLS � pI V (/ �1, ( n 1 / TOTAL CAPACITY 507 CU FT CV BROWN SILTY SAND 11®®11 O SOIL a l r / - SiM CJ U \� f LOCATION Ail 0° �V CONCRETE PORT-A-LAV TO REMAIN O O go TION O \ / WASHOUT ON SITE FOR DURAI (� • \ OF CONSTRUCTION IJTIL1TY/ OZ ►-m� ` . `-y 8'dia., 6'dee TOLE 0 o�, DRYWEL b / — — — 16' - c + cm O \ , PALE BROWN FINE SAND O DRY WELLS TO BE 10' MIN. � °, � p) ,� {/ SP AWAY FROM HOUSE �o WELLO® ° o v S.290 / \ /i 23 It uu ✓✓ It NO WATER ENCOUNTERED t x ��� ,� 1, L0 u ''/ v 11., `"° u) 00TEST HOLE DATA o w McDONALD GEOSCIENCE a HAY BAY w/SILT FENCING 631-765-3677 LIMITS OF CLEARING TO BE NO MORE THAN 20'FROM JULY 14, 2015 PROPOSED WORK AS • ' I 0 INDICATED ON SITE PLAN u v TEST HOLE co SEQUENCE OF PROJECT: I SITE CLEARING CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF QI PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION. EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE N AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE) FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE SITEUTIL1TY LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS ® PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS PROTECT UNCLEARED EAS FENCING OR OTHER BARRIERS.PLACE THE TO PREVENT INJURY TO THE ROOT TH ERS UND NE REES 11 i �_0� ®// E SYS EM IIF A PERMA NE DRIVE CAN NOT BE N TA EDIBEFOREOCONSTRUCTIONIBEGIO S,rA TEMPOARY GRAVEL RIVEW Y S OULD BE SCALE. 1 0 INSTALLED WHERE VEHICLES ENTER THE 10B SITE. w 2 POLLUTION CONTROL-CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. I 3 SOIL CONTROL EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT END LOADER PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE 4 EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. 4.,.., B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEETaC7 `! INSTALL SHORING. HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE, BACK TO A SLOPE OF 2.1 (VERIFY SOIL CONDITIONS). / �'• k,' A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. a' 5,;?-•y, �?/�';=� DRAWN: MH/MS SCALE: 1/4"=1'-0" 4 STORM WATER RUNOFF CONTROL:INSTALL DRYWELLS(AND SEPTIC IF NEEDED) DURING CONSTRUCTION.GUTTERS." JOB#' TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS A , _ TI ;t"a;'.•"u('`). UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED. � SHEET October T 2015 ,r� ` ' T NUMBER: 5 PROJECT COMPLETION-FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG P I,,y.`L[�'ER;'.I,J"' �`� I .• I;f ^1 (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BAS1115'W1fiH--v' # �' DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. I - I ' I ,, REVISIONS• — r _ _— — --- ---- -------------- --- --- -- — — — - _- -- _- -- — -- —______- — _- -- -- - -r- __ ------- - -- �I _ < --------- Lt - __ r - F� - - - -- - - - -- I I ----- --==-----=— =— - ----- --_----- - - _-- =_ - --- ---_----_�_ - - _ _ -- - -- =s� L[ — 1 T ( L1 ; L 1=L-1 - _! ! j l t i 1�1 t l I i - - > - , -t I_ _I i I T - _�LL [ �_ 00 Trn — -. 1 _tL L 1 -- - - - I-1 -1�t-I� _ L1 I _ _. C _ l � L ( l ' I 1 - s -FL - I- - - - - - - -- - - LLPRO"' POSED EAST 0 SCALE: 1/4" = 1' o zw o � H I � Y i o � N � m o o rn10 Q x o u P } w @) ir) U N 0 44 ELM w NilE _jmj 11LLE1 U EXISTING EAELEVATION SCALE: 1/4" — 1' DRAWN: MH/MS SCALE: 1/4"=1'-0" an r4 JOB# ari ° Villi October 19,2015 SHEET NUMBER: REVISIONS. --'L=-_ Coll - - L�11 - =------ - -- - TLILLI ---- - - - �--'-�-i_i�_ -111_ -( �--- ' �___-- - --P=--- -- - -- F11-141-i L LE �( i rT-1 — l —T �. 1 - _ l _ I .� I— li, TPS G E—a — _ --— — — v� — ______.�_T___— r 3 I- F I I _-1 T . L I l 'i - I 1- i- C L71 i – -' ! i - –tel �I T-L i? .�- - T – -- LT- t` L - TL ' f T Ti i 1 � L' � t I1. I -I 1 ' S- - 1�I � I _ 00 TI ( I ( 14 : 1 � _ I ly -i �-� L -_CYT �i - - - UTI _1 - — —i r j = --j— l —�— {-- ♦ ♦ i ' -�- r F PRU"Pu"' SED Nuo"" RTH ELEVATION SCALE: 1/4 - 1 � � U 01� 0 N v c1 O C) U) v 10 2) O . O -� x o R wax V z ) � � u mu '�5 01\ u) N 22W � W Cn fa7 H O U) I EXISTING WORTH— TIN � SCALE: 1/4it - 1. DRAWN. MH/MS SCALE: 1/4"=1'4 JOB#. October 19,2015 a+"'d� iP��� drn�s SHEET NUMBER: REVISIONS: ]F_--JE—DC.; -- - T� __ '� a__ ___ rt---�.-.�� ::�--- _��_____-� ^=- Ll._- Il [ - I-L� 1 I T JI" I F iI _ Li _ Li i --- — - - - - LL _�- �. i E 1Ll E --- - - - - - - - - --- _v� - _ -_-- - -- --- -- cn - - - FI-F I �_ �__ T_L1-Li_ l_l 1 �F Yi - - --- �— E_ I. .I I ® 1 ® I— I L—[ ;—, 1 L._1 I_� L>� l 7 , _1 —I Z 1 �L . _(._ 1 [LT — — — [ L[ . — ►—� �, 1-� - J �- . �_ 13 _1 11 LI_, l - L L_ I_;� i LI_ T L I ( I Fffl - _� _� _ Cco -- — — —I— L —1 , _ —�---- I — , -- — -- — — — — I. —Lu 77, — — ! , — — t- r _�_ r r_ I i_ �- - I-I I I__L _[.- —r -1 1 1 T _.—A — — - C l r� �lT � � __l U ' --1-1 _I_—,L : , 1= _ �T i L —1 _ lL- T 1- — FT — ' I I 1 L— Li L7 1 _ I_ ;_' 11. 1 _i ' a � I 1 1 11 I L� 4LT-1 1r� T [ ' - _[ I__ �L LI_�—I 7�L �_' I I-� -Lj 13. 1 1L1 - - ' L �__LL 1 � ` - E 1 L_1 _1..�-._i_ i J,-L l, 1_ 11 (_ L 1 _� . 1 r j _�-_.L � _ `,j_ L- G LI C. I l 71 1 . _ l 1 - - � �� [ 3- � - IT r i PROPOSED WEST ELEVATION ! SCALE: 1/4" 1' un I m m o � 0 X O w . A V C) cu I Ek :i Ln U °' cn N v v � W R, Cn W x EXISTPIN'G VATIO SCALE: 1/4" = 1' DRAWN. MH/MS SCALE• 1/4"=1'-0„ c ' JOB#: October 19,2015 k,Y '�,. SHEET NUMBER: A� j I REVISIONS• jr ---ic - l �- - f_ - -� - ( - ( w I T� i 1- - -� If i �_� O _ 1._ 1 �_ l-.:,_ I I � w T- - I L=_I=L ,A---� -' -L: -: _-� _1� �1 1�L i �L_ _ _ I__ '1 `_I FT _ I_ I -, i._I - - - Lj 11 i - r j i - L - 1�L- -�; �� � T1 YL- _1 - I r-�� l - ; �- '- - - 1� ( ( IT1 00 I -I� T -r - l; _ r—i i i- - E �- r �� I�� i l� L I [11TI-1 i-1 L-1 i t-j-1 I -i-L TIT - , I L l I - -r- —PRue""POSED Suo"" UTH SCALE: 1/4" = 1' o O x � _ zw � � U � H U � U i 0 ' N � O X 0 F C, v y c, Q v rT F-1 N � w � w H O V x EXISTING SOUTH SCALE: 1/4" 1' ;s���•�,x��<�y� `,r� ..�!'f����<�;Cary DRAWN: MH/MS SCALE 1/4"=1'-0" JOB#. October 19,2015 SHEET NUMBER: REVISIONS Z 7�{� v L 79'-2" 4'-0" ao ° ' d ' p o - 35-51/2" N AUESTONE t 14'-0" -_- -_ _ - _ ° �_ EPS_MF) p p - p __-_______ �i ° D d a, d D d p d D d o _ d D d o d p d -- --- -- ---------- --'--------------------- 0 ---------- -- ------- ----- --•- ----�---------------- ' , I STEP----r ---- 4--- - ------- „ i ,� ,, _`��':.�' -- `n L`- - -?,1--°✓ 1 - :�,<,-:.� G__,�.,}_rl�,G _�r_.G-1,[� !�`iii ' t� ' 15 —91/2 � P 17'-8" i OUTDOOR ,I 'o • PORCH SHOWER --i• CONCRETE ' a o (SEE DETAILS) CRAWL SPACE STORAGE b 8'—0" SHELF ' it ,I i I 1 LL i ;I REMOVE , - ' EX.STOOP I ,: - ------ -----2X10-Ft- D @16"OC4 `1 r�� -011 - ° - - - --36X24ACCESS ---- v o r — — — — — r @12"OC #5 REBAR @12"OC FTG. (TYP.) AND AT FTG. (TYP) I I Lo N I z W a O _ _ _ _ _ _ a' 39'-6" I °° ��� 14,_6" � L — -3 ADD 1 COURSE CONC. BLK. LL AROUND BILCO DOOR LL PERMITER.REPLACE STAIRS 11'-11 1/4" 11'-1 1/4" ' AS REQUIRED I ' EXTERIOR O WALL i ABOVE 2X10 FJ j ' •------ @16 OC ' -- -- O EXITING GARAGE EX.GIRDER 0 I 1 1 , 1 - -_ - - - --+ - - - - _ - + - - - - - - -- - "I '- - - - ®"- _ _� _1® . ® _ . ,BYE-ri,".ry 1 °-- ----' `-------I EX GIRDER , ' I � - •' - 1 EX STOOP , #5 REBAR @12"OC TO BE " I AND AT FTG. (TYP.) ; REMOVED ; CD i� I REPLACE 7'-2„ 8,-0'$ CONCRETE °----------- ' in STAIRS I PORCH n LL 5'-0" 6'-1 /4" 01 = I O — - _` STEP o - ILo U Q 'N 26'-41/2" 1'- 1/2„ 00 - ® � cD I N O � #5 REBAR @12"OC I � .D 3'-7" 6'-0" 3'-7" U 0 AND AT FTG. (TYP.) U O B � u 13'_2" 70, ou O I 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.ADJUST HEIGHT ,� FOR FINISHED FLOOR TO MATCH EXISTING. EXTERIOR OF FOUNDATION EX.STOOP o ® TO BE DAMPPROOFED AS PER N Y.S.RESIDENTIAL CODE WITH A O I TO BE REMOVED I j� BITUMINOUS COATING PROVIDE ALLOWANCE TO FINISH BASEMENT: I 1 PERIMETER 2X4 WALL,R13 INSULATION (PRICE - q PORCH 2). FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY IN FOOTING. ALT-SPRAY FOAM),MOISTURE RESISTANT SHEETROCK, •o FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST DRYLOCK FOUNDATION WAILS(EPDXY/REPAIR CRACKS), ; ; ON UNDISTURBED SOIL(MINIMUM 3000#,CAPACITY). TILE FLOOR,DROP CEILING,ELECTRIC/RECESSED LIGHTS, p 4 CABLE/TELEPHONE/SPEAKERS,WAVE HOME SOLUTIONS __, __ _ _ _ _ _ 3). FOUNDATION AT STORAGE SLAB TO BE 4"THICK(CRAWL SPACE TO BE 2"), - �_ ° Tf�a V p '> ;^ "I 3000psi CONCRETE ON COMPACTED FILL.INSTALL 1/2"EXPANSION JOINT HOOKUP,HEATING AND AIR CONDITIONING,REPLACE a -� _o EXISTING WINDOWS.INSTALL CLOSETS/ROOMS AROUND ____ _ _ _ -__ __ r MATERIAL WHERE SLAB MEETS ADJOINING WALLS MECHANICALS AND FUEL TANK 1;—2 7t-8)) —2 SCALE: 1/4" 1' 4). PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATE TO , i BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS N W SILL GASKET w O 10 I �� 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O C.AND W/1 1'-0"OF CORNERS, p cud S N I INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A rn m o MINIMUM 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT ARE TO ! E BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. w v 6) DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE � 00 BLOCKING AT 8'-0"O C.(MAX.)AND MIDSPAN 7). INSTALL NEW DROP CEILING AND TILE FLOOR u M Lr) U =+ N ') BLUESTONE, BRICK w OR PAVERS #4 EPDXY COATED 2X6 ACQ SILL PLATE REBAR 24'"OC EACH WAY COPPER COATED TERMITE SHIELD w SLAB 6X6 10/10 WMM SILL SEAL D ;6 I 1 #5 REBAR— • 8" u HAUNCH ANCHOR BOLT MIN. 0 e_ . ®-- - 4.. CONC. SLAB (SEE ANCHOR BOLT DETAIL) o � � GRADE TO SLOPE A-5 AWAY FROM BLDG %w 11 0 0-1 POURED CONCRETE �G,;, C_c{ ->`4,C_ L_. (_ ),^, n_� C t-✓t_ C f_- '<_ < 6�� GRAVEL ° N r\ FOUNDATION WALL ° d ASPHALTUM DAMPROOFING MEMBRANE TO GRADE j ( A� f , PROVIDE 2X4 KEY _J CONCRETE _-- -_.__ — - - k--- 1___ _ E ' I _ --i -_ 2"THICKL\ CONCRETE SLAB D SHELF ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY 3" ASTM D-689. COMPACTION TEST AS NECESSARY. 4"COARSE SAND j OR GRAVEL #5 REBAR COMPACTED ; CLEAN FILL 3 ,i Y' � Iry r, ass ',^doh`. DRAWN: MH/MS F O U N D AT I O N D ETA I L ¢ , Yu °� � v4" -0„ STONE PATIODETAIL / _,1L. _ , _ SCALE: w/C�ML 3/`'FII o li-®II JJna' �tF JOB#: 111 _ V-0" 1 11i zr SCALE: 1 1 ® October T 2015 SHEET NUMBER: REVISIONS REMOVE AND RE-BUILD I I I I REBUILD GARAGE(SEE PAGE A-7) I _ TO BE ALTERED I k I L nn I I O I I 1n1 I I I I ' 1111 1111 REMOVE EXIST. I IIII II I BATH ° IIII ----- III ' e EXISTING BEDROOM I "" EXISTING DINING / FAMILY ROOM I I114 I 1111 1 v CONVERT EXISTING BEDROOM o EXISTING I I I TO DEN NEW BEDROOM EXISTING MUDROOM / EX.Ej "" w III I TO BE ADDED TO 2ND FLOOR lilt KITCHEN I I OVER GARAGE I nn V REMOVE(VERIFY CHIMNEY "" X ' w 00 Iii I r AND STRUCTURE T�YP.) EXISTING GARAGE I I I I O I I 1 1 1111 1 I I 1 I I I 1 1111 1 I 1 1 I 1 1111 1 o R I I I \ ❑ I ---Q---- I i u EX,FJ -- - ` 1 n 11 �. ® _ NEW OPENING :.�`` :,� ` --- --- L — — _ �- ® — _ _ _ o — � �--r----------- r-------- ;;u ;---------------------- ` \\ I EX.PULL-DOWN till 1 ; STAIRS 1 I 1111 1 1 I Q ' I I ' •-----------+ 1 IIII I I \ ------ EXISTING BEDROOM IIII 1111 1 1 1111 1 1 rl O IIII I ' 1 II11 1 1 till EXISTING LIVING ROOM EXISTING ENTRY L _ _ _ a _ _ o — — — _ _ _ _ _ ® _ _ — _ _ _ _ _ � 1 E-� I F TO BE ALTERED I I I I EXISTING 1ST. FLOOR PLAN I I SCALE: 1/4" = 1' I I � L _ _ .� REMOVE AND RE-BUILD W I � ClioO ----- - -- - --- -- —Z i I , III 1 TO BE ALTERED - --- --- - - -- - --- - 1111 r _ _ _ _ -I , EXIST. 0I 1 N BATH m �r o X v ' ERIFY CHANGES IN FIELD __-_ _ __ _ 4 ----------- ------- r ADJUST AS REQUIRED 0 a4 �t ct ' EXISTING BEDROOM --- - - --- --- --- -------- ------ - ------- --- EXISTING BEDROOM I `` ., I I -------- - -------------------------------- --------- L frl P+1 EX. W.I.C. -- ----- ; 0 ----------------------------------------------- ---------- ---------- - EX. W.I.C. NEW DORMER TO r _ _ _ _ _ _ , I BE ADDED __. _ _ _ _-----_ -_ _ ___ ---- -_ -_.- _ __ _ __------------- --- __� L _ — r ._ - - - - -- V L — _ — — — — v J REMOVE AND OPEN NEW DORMER TO FLOOR BELOW ; BE ADDED VERIFY FOR ADDITIONAL STRUCTURE WITH ARCHITECT i E\A,*ISTIlr'\I'G 21N ® FLOOR PLAN „•..�. .. r. ' SCALE: 1/4" = 1' DRAWN- MH/MS SCALE 1/4"=1'0.. R^yJa� JOB# October 19,2015 SHEET NUMBER: EXISTING 4 BEDROOM HOUSE (NO CHANGE IN BEDROOMS) A-6 REVISIONS -- ----- - -- ---- - - ----- f - —-- -- -- ------ ----------- ----------- ------ ----- ---- -- -- --- ----- - --- - - - - -- -- - - -- I --- -- - -------------------- ----- i R \ j 2'—6" 12'—0" 19'-21/2" 35'—51/2" \ \ 1 \ — -- -- - -- ( —0„ 8,_0>, _0„ 7'-181/2" 3'-91/2" 3'-91/2" 1 10'-101/4" 9'-33/4„ E i 4' 0" 4' 0" 70, BLUESTONE ___ ---- ' 14'-0" ' STEPS TW2036 TW2036 3-AW31 31n Mull T-0" I Op „ SHELVES ' (2) 1-3/4X9-1/2 ML HEADER \\` ' BLUESTONE STEPS-------------- ----- ' �N � .�,,..... �� LIAUNDRY ROOM 0 ` �- ' 1 ; - OAK FLOORING N _ � _ � -" PORCH = I HALF _ — _...- �N N -�—__—_- j PORCH -1 I mu- BLUESTONE ° BATH ' ; I NEW OUTDOOR. - --- o w o of Ix _` — STORAGE 'N I x OD SHOWER 13'-2„ N N 3, 1„ — x I N ' �O EW06 BAPLR ; � { �$—prj — Co w N-- N [~ O , REPLACE I �{ I `� til — t - �1 8 —O �J 6 >> I ; EX.WDW REPLACE EX.WDW e t ' \ -� VERIFY EX.ADR _ I i REMOVE EX WDW ' @16"OC cam( , TW2432 TW24310 - ___ _ (3)i-3/4X9-1/4 - -__- _ __ ML HEADER ' ° (2)2X10 DF#2 { „ --- (2) i-3/4X16 ML UPSET BEAM " 3'-0" 21" I _ "� ° ZR7EPLACE EX. DOOR w/ (ALT C10X20 FLUSH BEAM) O mtn. FIRE-RATED DOOR T w \/ ;9' ; 2,/2': 3'-101/z" w/STEEL JAMB,SC HINGES " EXI'TIN O M O o �AJERE I''I'EV'1 ST,IR; ,' I w *EXIST. BATH /\ 14+9t @ L9/16" I ---- ALTERED zo N k__z g ------ O�- � 7 ENCH ' ---x KITCHEN L_= - - FLOOR PLAN ' I1" ®EN OPEN REPLA E EX.DOOR w/ eN w I��'F� 11f' -'i �_ --. I- FORMER BEDROOM - , , , 1 45m1 FIRE-RATED DOOR EXISTING BILCO TO m — �' — -- LC _ - ABOVE---`d _ --y EE v - - x w/S EL JAMB,SC HINGES SCALE: 1/4" = 1'-0" BE REMOVED.RAISE N ¢ ALTERED w (2) 1.3/4X9-1/4 ML e WALL HEIGHT WITH a _ _ �__._-____I I COURSE CONC BLK. N /- ---_y MUDR®C)M °- ; ; ; V I EXISTING GARAGE QO , REMOVE EX FIREPLACE �D N x FORMER BEDROOM o' REBUILD WALLS AS REQUIRED - � & CHIMNEY AS REQUIRED TOP OF WALL TO MATCH HOUSE. d 4 -- 5 -0 4 1/2 REMOVE EXISTING GIRDER AND U ' COLUMN.TOP OF FLOOR ABOVE N � v] Q TO MATCH HOUSE(DROP DOWN 2'-6" ry 2'-6" AS REQUIRED) INSTALL 5/8"TYPE-X x) m FIRE RATED SHEETROCK ON WALLS m ' NNV BUILT-IN , .�.'A�❑ - -- --- -- - . - ---� - -- --'--- -._ ° (VII) ' ''` -------- ----- - -- ---------- AND CEILING N 1 - - - - - - - _ N IJ _ (2)1-3/4X11-7/8 ML HEADER I � � , O j \ \��• --- - 2_ f PLACE EX. I\, I x 1 I ` [FOLD u-U � ' 1 { s -- -- DOORS _o `� o COVERED PORCH " ; ° FRONT ELEVATION r- U BLUESTONE PORCH 8X8 FG COLUMN I v ; ; ; i \ _ EXISTING BEDROOM I e SCALE: 1/4" = ]l'-0" " � w/6X6 ACQ POST d , p \ `,' ---- ---- NO. 1 --- --- �(3��3/4X91/4ML ---- --- I ' I -=- - --------------------- BLUESTONE ------- --- ' V BLUESTONE STEPS 14,M , , 14" ,ML Xm F _ @1�, , 1 @16,1'OC LU EXISTING LIVING ROOM OPEN - -- ---- ' ,,., N (2) 1-3/4X9-1/2 ML HDR. , , (2)1-3/4X9-1/2 ML HDR v� TO REPLACE EX.DOOR { � ABOVE � REPLACE EX.DOOR LU I a , ' v EXISTING ENTRY e ' 2-TW30410(3m Mull) REMOVE CEILING I REPLACE EX.WDWS 2'-1" 9'-0" L.2' cn m rn k 6'-7," 6>-7" B Ln o REP CE EX.DO R i �� " SIDE ELEVATION- o r., � U 3-TW30410(3m Mull) V e ' I° 00 1,31--2)' SCALE: 1/4" = 1'-0" w 1-4 X 3-0 X 1-4 X 6-8 REPLACE EX WDWS crl I SIMPSON 37482 DOOR O� o N \ m w/7701 SIDLIGHTS ° WALL LEGEND O X. N A 1) PLATE HEIGHT TO MATCH EXISTING (8'-0") UNLESS OTHERWISE 9).INSULATE ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY 80 41 51' , , �r BUILD UP GIRDER INDICATED. COMPLIANCE REPORT ct1 + I m I , FOR SOFFIT TO MATCH "In 4. ' BLUESTONE PORCH v .-------------- WALL TO BE REMOVED ° CATHEDRAL CEILING ° (SEE ELEVATIONS) 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O C.. 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. Lo U - 21fi-3/4X4-fi/3 Mi BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT ® S®� . i EXISTING WALL - ----------------- ------ - 3). EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE 000 5/4X6 CEDAR _ N v AREAS. CAP W BLUESTONE STEPSPI 4) DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER NEW WALL 1ST. ALL BATHS.PROVIDE BLOCKING AT 8'-0"O C.AND MIDSPAN. 11).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. 1X3 CEDAR 8'-8" i iVIDE2XIO �r TRIM DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL 1 0'-O» SCALE. j/4�t o 1 t 5) OTO ERW SE NOTEDF#2 HEADERS ALL OPEENNGOVER ALL S OVER 30FTENINGS UNLESS TO HAVE 2 JACK STUDS 12).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 3/4"PEX HOME RUNS. INT.'2X4=4-1/2",2X6 = 6-1/2",EXT.-2X4=4-",2X6= 6"] ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 13). INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS f REPLACE EX DOORS 8X8 FG COLUMN W MICROLAM HEADERS. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. 4X4 ACQ POST ) (� DIMENSIONS OF NEW WALLS ARE FROM STUDS w/6X6 ACQ POST AND FRAMES WITH INSTALL SHOWER BENCHES AS SHOWN ON PLAN ORAS NOTED. [EXT./INT-2X4= 3-1/2",2X6 =5-1/2"] 6).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS E"+ TRUSTILE TO BE C ,' S N P O0 ECT INJO TH (MAX 10'OC)AND INTERSECTING WALLS, LOAD-BEARING WALLS, 14) TOTO TOILETS TO BE USED PER OWNER.STYLE/TYPE PER OWNER }, HARWARE TO BE (,, CEDAR SHINGLE EMTEK(VIF w/OWNER_ i FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 1-888-295-8134 http://www.totousa.com/products/toilets 2X4 HOR. _ SIDING TO U PER CODE. BRACING MATCH HOUSE 7-0 E 15) INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. OVER AYM , 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE UNDELAYMENT APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 16) REPLACE ALL MOULDINGS THROUGHOUT. REPLACE ALL DOORS ® HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 17). INSTALL 20kw PROPANE GENERATOR w/TRANSFER SWITCH.CONNECT BENCH N { 16 } 16" TO INGROUND TANK(VIF) f 1 1 1 8).ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH J O O 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 18).ALL SIDING,SHUTTERS,etc.TO BE REMOVED.INSTALL NEW SIDING(18" 2X4 1X4 CEDAR RED CEDAR R&Rs w/30#FELT UNDERLAYMENT,5/4X4 CSG,FREIZE BD,etc. V-6" TRIM @l6"OC If f' STEEL PLATE II 1 O 5 4X EC NG ST ITCH S © 3/8"CARRIAGE BOLTS @16"OC r () © STAGGERED TOP&BOTTOM 2X4 ACQ @16"OC TE PER PLAN DOUBLE @ENDS(TYP) O 16 O t6 a4 COMPACTED STONE BASE 4 1111111110 2'/ In 5"w X 5"w X 3/8"t STEEL A GLE CLIP =- �'` 0 FLITCH P LATE DETAIL °� �, ( Q BY CODE) '°•q-,� (EACH SIDE OF B M) 06 O 4.'d o q, c DRAINAGE AS RE �ri� q o NTS © ° ° 2'/T O 0 q o MICROLAM °� © e'b '• �. r , 3'-0" „.r a PER PLAN 4" 16" 16" g IA CONC Y 'I^ z,�' oar. PIER •.3 . �°°• r,'i .i. O 5/ " la C ECTION BOLTS YII 4 ' STM A 07 GRADE A(60,000ksQ � ZYz� ® O O WITH WASHERS AND NUTS `� '�'� `�' ',';; O @ 16"OC(STAGGERED)(rYP) %"d,a STEEL PLATE zI/V z'/z o o (//'�' (\ © 5/8"CARRIAGE BOLTS ds R®S✓ S E _f'z,'^y t N3 @16"OC(TYP DRAWN: MH/MS ' o N_ ` f<:k� ' SCALE: 1/4"=1'-0 STRUCTURAL BEAM CONNECTION DETAIL DOUBLE FLITCH PLATE DETAIL SCALE: 1/2" = 1�mo' 'y ., ,. , r��; y1, -j= 1 -" �<:-„/ =�v':'Qa ,�/'' JOB# a, _ '� "='_ '3.111 `'c" October 19,2015 r SHEET NUMBER: NTS NTS EXISTING 4 BEDROOM HOUSE (NO CHANGE IN BEDROOMS) A-7 f REVISIONS. i ® ,5 B I 35'-51/2" 9'-71/2" 19'-51/2 6'-41/2" 9'-83/4" 9'—83/4" I ( r -•------------------------- -----------------------------Is----------------- (4)CXW145 (SIMULATED DBL HUNG EGRESS m IN C r (2)2X8 HDR N POST w Q (TYP) co O MASTER BEDROOM w 5-1/2 OAK FLOORING 6 —1 01 O Q (4 6'-4"PLATE HEIGHT 09 (VAULTD) REPLACE EX.WDW. REPLACE EX.WDWS REPLACE EX WDW. T-7"PLATE HEIGHT -- z H TW24210 (2)TW2432 TW24210 60 EXIST. BATH „ RENOVATE OPEN --- 18 —101/2 J / 1 0 0 - _ ---- _ _ - M TO - CNCq N d PR9 Wr `N \ I 0 0 I O RAILING v0 Ln 2'-6" -� L�413A v - 20 —5 —5 �� 6 —01/z ' NEW PULL DOWN ' TER _________________________, o H STAIR(VIF) IANT I ------------------ ---- --- ---- - � T--NEW RAILING 0LOFTEXISTING BEDROOM PLATE OAK FLOORINGBOOKSHELVES a \ _p HEIGHT , Q 7S 72 NO. 3 fP r 5'-6'PLATE HEIGHT ; , , ; T-6"PLATE HEIGHT o x 2 "`' --------- PLACE EX. /-2X8 DF#2 CJ @16"O_� / , i i \ � ® �i W EXISTING BEDROOM (FOLD Ln W v ti 1------ DOORS , Lu �' NO. __ \ OPEN UP ------- -- i ---� - - - - i- -------- / i ' [� (2)2X8 DF#2 @16"OCLu 7N \ /�^�l ------- , / , I— \ U c ` v u � U ------ , (SIMULATED DH) /' w ; ; ; = \ EN ------- CW235 , Z 4— Lu O TO ; ; /zxs DF#2 cJ @16"Oc. :WALK-IN : g rn U EX. W.I.0 BELOW ------- -----------� - ® - — - . a ® - 7----------- -------- - ---------- 2 ' CLOSET ' (2)2X8 DF#2 i - ---------------------- -------- " EGRESS(SIMULATED DH) I ' (2)2X8 HDR 999/// R LL ' T S / /2X8 DF#2 CJ na 1Ca'OQ - _ ' OWN STACW235VnC` � CLOSE OFF CEILING f TW2432 ^ (3) d ' o EGRESS(SIMULATED DH) CW235 m O -- - - - - - - - - - -- --- -- - - V MLO ` x O w@ 4'-6" 4'-6" 3'-9" 3'-9" 3'-9" 3'-9" 01 0 11'-0" 11'-0" 7j U) O 3'-10" 9'-0" 19'-7" 7'-6" 4'-1" 2'-10" 7'-6" 2'-10" 22'-0" cz 02m U "SU) 1). PLATE HEIGHT AT T-7"UNLESS OTHERWISE NOTED.CEILING HEIGHT 8) ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH N v AT BEDROOM AT 10'-0".ALL OTHER AREAS CEILING HEIGHT AT T-7" OWNER.ATTIC STAIR TO BE MIN.30"WIDE,250#CAPACITY. p W WALL LEGEND 2). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. 9). INSULATE ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY COMPLIANCE REPORT WALL TO BE REMOVED 3) EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. 4) PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT EXISTING WALL OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE ON EACH SIDE OF OPENING PROVIDE 3 JACK STUDS ON EACH SIDE FOR AREAS. NEW WALL MICROLAM HEADERS .� � 2ND . FL R 11) ALL FLOOR TILE AREAS TO HAVE MUD SETTING.5). INSTALL FIRE BLOCKING, FIRE COLLARS,CAULKING,etc IN CEILINGSNOTE: (MAX 10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 12).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 3/4"PEX HOME RUNS DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALLn L� ^�� —m 1 FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. U j [INT•2X4 =4-1/2",2X6= 6-1/2",EXT.:2X4=4-",2X6 = 6"] SCA 1/`� PER CODE. 13). INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS REPLACE EX. DOORS OTHERWISE NOTED.,TOWEL BARS, RINGS,TOILET PAPER HOLDERS,etc. AND FRAMES WITH DIMENSIONS OF NEW WALLS ARE FROM STUDS W 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. TRUSTILE TS3000 L EXT./INT.:2X4= 3-1/2",2X6 = 5-1/2"] ��®���®I APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING N NHARWARE TO BE S HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 14).TOTO TOILETS TO BE USED PER OWNER STYLE/TYPE PER OWNER EMTEK(VIF w/OWNER_ 1-888-295-8134 http•//www.totousa.com/products/toilets E 7) ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED 15) INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE 8) ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH 16). REPLACE ALL MOULDINGS THROUGHOUT.REPLACE ALL DOORS. OWNER.ATTIC STAIR TO BE MIN.30"WIDE,250#CAPACITY. I 17) ALL SIDING,SHUTTERS,etc.TO BE REMOVED.INSTALL NEW SIDING AS(18" I RED CEDAR R&Rs)w/30#FELT UNDERLAYMENT,5/4X4 CSG,FREIZE BD,etc na. " , '`• ! DRAWN• MH/MS 'AllSCALE. 1/4"=1'-0" JOB# October 19,2015 SHEET NUMBER: EXISTING � 4 BEDROOM HOUSE (NO CHANGE IN BEDROOMS) A�s REVISIONS: ' A B - - --- ------------ - --- -- ---- --- -- -- -- ---- ---- i I I I II 1 �1 ` I 1 2X8 RR @16"OC , I 12 i1 i + 1 _ 12 J i EX DORMER N = I i 2 ROOF PITCH \ 1 s X 1, ; r / ' e -ry , _ sPLICE(SEE SECTION C-C)/ �,, - r-,/_- �-1~r_-'--y�- - - ,�'--T•--T/'' `_ _ -/ rl _ _ -/'- -- + M II + --__ ___ __ -,+ I CN i ' r / // , i 'F" / . /+ // ✓/ i ,/ .,/ ' ; ' '/ ,.I /' ' ti I a !00 vI-_- - ----- ---- --_ + 7 TIE IN RR INTO ROOF + , � 1 (SEE SECTION B-B) i lt v' J r'+ `- _ - -- - -' - - i 1-3/4X14 ML RIDGE 1-3/4X11-7/8 ML - � ®tl—�— — —-—-— — —---- — ---— —-- —-- —— — —— ii-—-- ii—-- —- —— —---— ——--ii I1 —l'1CN N� ti T �X 1I iI Ia 12 + , Lu ' 00 / ;, 1 L Q / / 12 it 2X10 RR x @16"OC Lu t/� // I/ �N`p c�.,i'I i /r ' + ,•S' " ' + i/ w --- - --- --- c ----- -- / , ,, /, / +�O 9�� r / / /' ' r'i / / / /' f i w1 i w i ' ' � LOK co 12 � / r a / / ;I/ i / 11 e� // - -- 1 ----- - ---- - - 1 - ---- /2X10 RR(@,16"DI m 12 Lu a 17 2X]O RR / / X1 ,11, I'r , / °./2X10 RR X 12 1 ' / A Lu F --7/ 1 -1) INSTALL 2X6 DF#2 COLLAR TIES AT 48"O C.OR AS SHOWN ON PLANS. 8) ICE&WATER BARRIER TO BE USED IN ALL VALUES, RIDGES,INTERSECTIONS o 1 ; 12 WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. ' PROVIDE SEPERATE BID FOR CEDAR ROOF 2).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA Z II x GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER 9).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING QJ No.1 GRADE,3/4"BUTT THICK MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT m @16"OC (CERTI-LAST""PRESSURE IMPREGNATED) 3). INSTALL FIRE BLOCKING, FIRE COLLARS,CAULKING,etc IN CEILINGS UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE w/30#FELT AND ICE AND WATER(WHERE U REQUIRED) UNDERLAYMENT INSTALL OVER (MAX 10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 1 FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. COMPLETE. p� CEDAR BREATHER AS RECCOMENDED BY .--i CEDAR BUREAU ROOF MANUAL PER CODE 10). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 4).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. USE GALVANIZED(ZINC COATED) ROOFING NAILS,11-12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD 1 5) REMOVE ROOF SHINGLES ON EXISTING HOUSE.REPAIR/REPLACE ALL USE 6 NAILS PER SHINGLE. NAILS TO BE FLUSH WITH SHINGLES BUT NOT DEFECTIVE OR DAMAGED SHEATHING PRIOR TO LAYING DOWN CUTTING INTO SHINGLE SURFACE. UNDERLAYMENT.REPLACE EXISTING FLASHINGS,RAKE BOARDS, FASCIA BOARDS,SOFFITS,GUTTERS,etc. 11).VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED. USE COR-A-VENT S-400 W AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA ROU" F PLAIN' PROJECT T 6).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. V S N DIRECTLY TO THE DECK ALONG EAVES CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO SCALE. 1/4" 0 1� E CONCEAL VENT. 7).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ p 2 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. 12).GUTTERS,DOWNSPOUTS, DRYWELLS TO BE INSTALLED. 13). EXTEND EXISTING OVERHANGS(12')TO MATCH ADDITION.SEE ELEVATIONS. co 4 O X ^' O rn X o u m � U 00 SIDING 4 - \ 4 O u 1 U v� STORM WATERMANAGEMENT DETAIL COR-A-VENT ROOF-2-WALL � � O SIDEWALL VENT N.T.S. RR ROOF AREA 2539 4 SQ FT AT'100%WATER RUNOFF 424 1 CU FT PROVIDE(2)8'DIA X 6'DEEP DRYWELLS ROOFING � w TOTAL CAPACITY 507 CU FT ROOF RAFTER FIRE BLOCKING CJ V _ _ _ _ _ _ _- _ _ CROWN 2-1/2" OGEE GUTTER-STANDARD 5" CEILING JOIST AIR`�t '� FASCIA 1X U) NOTES FLOW 1) EXECUTION � N A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED BEAD BOARD , BLKG. HALF ROUND / 2} PREPARATION 1-3/8 SOLID CROWN 1-3/8"SOLID CROW CROWN 5-1 2" A} CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION � / 2X4 BLOCKING GUTTER(VI F) � B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 1X4 TRIM BOARD 1X4 TRIM BOAR 1X6 BEAD BD SOFFIT FRIEZE BD. 1X ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS 1X2 BLOCKING C) PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR PS-400 COR -VENT E&CB SOFFIT 1X FASCIA U METALS WITH PROTECTIVE BACKING PAINT 1X AZEK TRIM BOARD VENT STRIP 3 INSTALLATION V) A) PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS — l/ 5-400 CORAVENT I) GUTTER TO L PITCHED TOWARDS LEADER I"TO 2"FOR EVERY 40'OF RUN SOFFIT VENT STRIP ,d 2) SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS <, a) COPPER/LEAD FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND SIDING \ ALUMINUM s FREIZE BOARD B) ALUMINUM RIVET AND CAULK WITH A BUTYL SEALANT SLIP]DINT CONNECTORS DRY WELLS TO BE 10' MIN. 3) CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED SEAL PORCH COLUMN AWAY FROM HOUSE CONNECTION WATERTIGHT 4) PROTECTION A) PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT ®o p B) TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL MKE DETAIL EXTERIOR ,' „�4"� ,d -� ' •�`.,t ® 6 COMPLETION a o '� OPENING SCALE . 1-1/2 -� 11-011 L PORCH �•�'3. •fs '�4 y�:t�°���)�s� DRAWN` MH/MS $ 4 'A, ��' ?±/ SCALE: 1/4"=1'-0'1 JOB# SOFFIT D"' ETAIL ' � .Dj F, � >' ' yp°w, ;= ' / �,� October 19,2015 �� 1.�:��''�"�`l), ;�”��M� SHEET NUMBER: MATCH EX. OVERHANG (12") REVISIONS. 1-3/4X14 ML RIDGE 4" —t 7 —t 24°oc 4" 1-3/4X11-7/8 ML RIDGE 4„ • • / ® / • 4„ (2)11-7/8 O O o • • • • 4„ 2X10 RR ML I j @16"OC 2X8 CJ @16"OC f ` ( I•I I • ' r^ �T 2X8 DF#2 @16"OC (2)2X8 — - - — ) • -___ DF#2 +, 12 �6 #10 STAINLESS STEEL OR GALVANIZED e I ' / ` �` ( ' (I • • I f �1(• I ( I •• I f ( • / I f (O f// / I ` WOOD SCREWS C / LOFT 1 ® WASHERS @ 12"O CC` I SII, 12" l li { j II I { II 12"O C 12'OC 1 I ( f j ,'•` �;%`/ j � : ` - i I - e • I 5 o � � •• � I O• I • ' I , I I I s/a'APA PLYWOOD •"n / SISTER 1 / I/ 1 ` \ 1 { / ; (2)9-1/4 R JOISTS p�1 I I I I I I SHEATHING i" / 7 1 1/2"APARATEDSHEATHING I y ./ / f` „ ML WITH STUDS Q 1 lI 1 GRADE PLYWOOD I / • ! I I I•• ! I I ` • ! ` I • / 3/4 SUBFLOOR - - — I I (ALTERNATMVE 7/16"O S B) l Q O• ' @ 2X10 DF#2 CJ @16"OC r W 1h\ — F 2X10 DF#2 FJ 16"OC 1/2`GRA APA RATED SHEATHING / --- i • I I I I GRADE PLYWOOD �L JI J I I J I (ALTERNATIVIVE 7/16"O S e) • I • J I •s / • I • ML m/ #10 STAINLESS STEEL // (� ' ! O f !/ f f ! f i i i (((PPP••°•'YYYO"'999,,, FaL) OE GALVANIZED `� 1 I \ 2X4TUDS MU OOM LAUNDRY ROOM WOOD SCREWS W/ 1 III 1 STUDS wASHERs @ 1z"o c ( , 0� II II 8X8 FG I f II n(I WINDOWSILL I I / I ' ` �I ( II I—! ' ' COLUMN O l Q U TYPICAL WINDOW OPENING °' f °°' °' ° I I "a ' ( ) r I 1 I I I I OR GAL ANI ED DOD i ' DO V _y LESS THAN 4'-0X8'-0"OPENING I 1 C/V1 (( ( wDOD SCREws w/ 6X6 ACQ O� U 11 7 I I I I I I WASHERS @W2"D C I I 7 POST TYPICAL DOOR OPENING • • ° ° ° 1 I 2X10 FJ SOLID BL CKING PG LESS THAN 4'-0X8'-0"OPENING MULTIPLE PLYWOOD ASSEMBLIES BLUESTONE OVER @16"OC p ( ) BETWEEN OISTS 2-2X9 DF#2 STUDS CONNECTED I TOGETHER WITH STAINLESS STEEL ( { 4"CONC SLAB 3/4"SUBFLOOR _ OR GALVINIZED BOLTS W/WASHERS 3 I AND NUTS @2'-0"OC REINFORCED EX. FJ 2X10 DF#2 FJ @16"OC ® IP, TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0"OPENING) 'o.>°"°,• ° < °< e .°0e . 4"CONC.SHELF .°' ° ° °p 2X6 ACQ SILL PLATE •.'' °. a •° a a4 12"WALL TERMITE SHIELD °' Q U i, O e .•Ds .° e,•°' D'^ P„•Dw/2X12 SILL SEAL D„ O WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ' ACQ PLT „ I Q w � .. •° •° o,a• _ � CONC.SLAB � � � AS PER TABLE 1609.1.4, N.Y.S. RES, CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) - _ _ - °Os ,°Os • > n; >; ° • ° 0 I 4: EXISTING 4: — - - — WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" ° FOUNDATION ° AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS PANELS SHALL BE PRECUT TO ° ° COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609 14,1609 6.5 AND TABLE 1609 14 OF N Y S RESIDENTIAL ° CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. D^ D•• ' 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 , e HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 4, 4; d d 0 3 3 11/4 11/4 11/2 11/4 ,�4 �V �V V SECTION A-A B H R 3 2 SCALE: 104" 1' ® w 3 11/4 ICOICO 7 3 / 1 q V 4 4 I I/4 11/2 11/4 11/4 1,14 1,2 I SINK �v SINK DIV C WM WC' FIAI { SH ER - mow U 1/2 V 1 COI Z 3 11/4 Z COI 11/2 11/4 3 rl 3 ICO M .ICU 3 J-3 TO APROVED 4 CI SEPTIC SYSTEM TRAP HOUSE I PLUMBING SCHEMATIC - SLOPE"1/4"PER FOOT PITCH TO DRAIN 1-3/4X:4 ML RIDGE TIE RRs INTO OPPOSITE SIDE.THRU-BOLT EACH /\ n a. RR(TYPICAL) CD (3) 1-3/4X9-1/2 !,® '\n ML VALLEY _ ` 3 m O 12 1-3/4X11-7/8 ML RIDGE 2X8 DF@2 2,3y(70 X v C1 @16"OC `. . DF#2 RR Ln m AID RR11@16"101C ``` @16,10C ¢ v EXISTING EXISTING 2X8 DF@2 CJ @16"OC `, `.�` — - - — `. C) oo O 1-3/4X11-7/8 ML RIDGE O ^ �i WALK-IN CLOSET MASTER BEDROOM'• rn u m '~ 2X10 RR /f f/ 2X10 DF#2 W SPLICE RRs 2X12 @16"OC ��_ RR @16"OC C. LAYOVER% EXISTING PLATE �! ` /// 3/4"SUBFLOOR - 2X CJ (2) 1.3/4X16 @16 OC ML BEAM (2)9-1/2 ML GIRDER 14"711560 WOOD-[FJ @16"OC 2X10 DF#2 FJ @16"OC - - - - I i CD I 6X6 ACQ VJ 0� POST I 'N I I GARAGE STORAGE I I 8X8 FG ( I 8"PC WALL COLUMN DAMPPROOF EXISTING — BLUEST NE 2x1° I I CONC.STOOP E-- i CONC.STOOP 16"Oc BLUESTONE (TYP) ° 2.X6 ACQ SILL PLATE • ° o _ °. ° ° ;Yt, ' • ' r TERMITE SHIELD �� `�>. °•° SILL SEAL °�{ 1 ],_}� , 1� d d 4"CONC.SLAB ° �y 4• nl�nil'If= ill-=� • °� d a d. > a. ° C� b,v ° CONC SLAB OVER D,o D°Q �P) D,• CONC SLAB OVER •D • ® ° EXISTING 4• • •� I •»4. v GRAVEL ON 4 D,• ° ^ 2"CONC.SLAB COMPACTED CLEAN FILL ' • .0 D EXISTING 4 , COMPACTED FILL ° 8"PC � p va a 6 ,•. D`. WALL .� I a va •° — - - — 16"X8"FTG °' 4,• p p p e (2)#5 REBAR °° EXISTING EXISTING °° a' De C° SECTION B-B a d a a 1/�' aI z`t. ti- ''s7�tP}K r,i'. d d o .• - SCALE: 1 " 1' �` =frn� n ��°��� r'��`�, DRAWN 'p oa °• ,, ;, 1 .o�x1 MH/MS os .�'pd• ) d" '� 4 ani• ;;'t, ;°?, / sI' SCALE: 1/4"=1'-011 ,r3 , ,<. r/= s JOB#' October 19,2015 SECTION C—C `-ater a15f SHEET NUMBER: SCALE: 1/4" = 1' ; . k ,YA �. `� •'�, REVISIONS Nm' mYS FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE m ` ' INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, �`�` °> , Vers "on ,, . > 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. AP% i c 00%te 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS ertf L 0& m i a 1I 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. s 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. 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 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 CA AND VOID THE WARRANTY. FRAMING: rct PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. � SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. I*°'� 3as 1 � ion ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. , u! , k in ;f-my, York, 94 U BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. ,Zan_-tr%.xbw Type: �igle-family 44 RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): `` Tv Ad di tio n a RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG h CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. Q nae: 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. U SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS Farm, it ae : STANDARD OF 2.0 CFM, I(ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: CA C, ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. ermit , m e - BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. ® W SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: CcnxTurti �� _- .» %me `lAe1'1t: Cs1RrXontracwr. � IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER � E v� Schwartz,, m Q 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. 1970 IIANSO " ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: CUTS, 0UE, NY 'l „�. HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" O.C. AND AS NEEDED FOR NAILERS. 931-734-4-125ue, 3,35 IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. �� Iil1� . 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. ret TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES T IR O MAKE A BARRIER CONTINUOUS. HEATING VENTILATION AND EXTERIOR HEAT LOSS CALCULATIONS AND SYSTEM SIZING: CANTILEVER FLOOR WITH INTERIOR AIR SEALING: _6%. Better'rtmin ccmk �VLan acv » Q 244 HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. lav ` -mr Ai mak-; cc t &ckmm to nmplwn> mum Azad ® O� HVAC SYSTEM EFFICIENCIES: 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. . ; -, y ,? jzr CT m1flivr to z i -c h . z � THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE O ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. Z MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: �) FU-, HVAC CONTROLS: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE UU CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE CEILING WITH ADHESIVE. 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. a HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. 4 r SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO Floor . ll-li1 ood i,,�i "` sz eE wer Unronditione6 Space 21.0 0. 0.044 0 3 PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE DROPPED SOFFIT ON INTERIOR WALL: HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT �-A!f 1r` 1: Flat cling or i:; r Tim 33 G 30,1 0.0 0.03 5 1 TEMPERATURE. TOP PLATES. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN , ,al Ceiling 0 3 o VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR 314 ` m N GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. INTERIOR SOFFIT ON EXTERIOR WALL: 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. ah : '46-ad Frame, 16" O.C. 3 3 , 0. � � 1 6 o DUCTS AND PIPES: 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE o mcoo v DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN FRAMING INTERIOR SOFFITS OR UTILITY CHASES. 'A�ood 3^�o rr� :. � Pane wi -l-= 11; 0.320 5 o a, o 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE d R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). 1 1: 1mss0.320 2 DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES KNEE WALL SUPPORTING ROOF: � � 4 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO a : Fri ° � I a MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. ` : >�o �� �• 4 m 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 rd#-_ 2u �w oo rame: moble ane `l ` ` : . tea-E ��� .3 3 � U � _- T BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. It R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR >�" N DUCT SEALING: INSU�A��1��N . , p�ATE. � r. �' I�3: � � �r� �: �` � , y,: �'E 0.320 3 0 w �T DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE The 1`0 u d1r1 design descn16 d em lam. c rzistent wi-th the, bu >� n ans. specificadom � mr er SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. NOT ROUNDED OR SCALLOPED AT EDGES. 'Z l'_� ion ubmi d t "' permit application. �'ed u din has ' dam.; TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETINGon :- :v r C� 1^z nuon Code , i,,ire n� in ���� Version 4.6,.' an �� pl ° Ot t ice. >, ar�qut , a. �� �d ��: � UL 1816 MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT FILL THE CAVITY: , ,e lire tion f > iAlist SEALING. INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING U AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL 0 WRITTEN MATERIALS: OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. Fm Fie 7 � ��3ril�$�.lr� � � 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 H 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: U THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT cn AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE IF THERE IS A GAS RANGE., INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. VENTILATION: ACCESS OPENINGS: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE ° . a Report ate 0911,09115 THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL SAME R-VALUE AS THE SURROUNDING AREA. Datafilenarvke: : � °% raft ":Ptorn' DGu -Ien '��E"mac ,zec�'�, cK E.fA,-- , Page 1 of VENTILATION RATES. ,: .;,a .r.,•,, `.; i <g CATHEDRAL CEILINGS: KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. y.sy 1S•, r };1 DRAWN: MH/MS SCALE. -0" N JOB#. �c '* >_ . c� October 19,2015 4; A �' t 'g �{ SHEET ���•,��. NUMBER: A- 1 i REVISIONS: PRINCETON MOULDINGS HARBOR CLASSIC 2 5"CASING PRINCETON MOULDINGS _-- - (2)2X10(RIPPED HARBOR CLASSIC 1/4"LUAN OVER HARBOR CLASSIC— HARBOR CLASIC HARBOR CLASSIC 4s"C�c DOWN TO 8-1/4") 2 5"CASING FINISHED SHEETROCK 2 5"CASING BLO ING 6-1/2"X7"CROWN 12 PRINCETON MOULDINGS HARBOR CLASIC 2X6 NAILER HARBOR CLASIC 6-1/2"X7"CROWN 12 HARBOR CLASSIC--- 4 SRCORNGASSIC INTERIOR TRIM N 6-1/2"X7"CROWN 12 4 5"CASING - -- - --- - -- - - -- 1X6 S4S - HARBOR CLASSIC POPLAR 4.5"CASING 1). TRIM AND MOLDINGS: INSTALL IN SINGLE, UNJOINTED LENGTHS AT OPENINGS AND iO4 S4s FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE. FOR LONG RUNS, POPLAR COFFEREDC ILI DETAIL WINDSORONEUSE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT WOHCOOI 4,"I-5/8"PRIMED HEADERCAP RUN. STAGGER JOINTS 1N ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER PRIM3/4"PRIMED NOTE- ALL CORNERS. 1X6 545COVE 1) TRIM WORK TO BE BY PRINCETON CLASSIC MOIULDINGS PRIMED TRIMWINDSOR ONE W0�0012) DO NOT SPLICE. 2). ATTACH THE WORK SECURELY IN PLACE. DINGS STOPa . NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAIL HIC TO WITH 16 ) S W ERE EXPOSED. SET • 3) NAILn HOLES NAILED EVERY 16 N WTH SOFT,RUB-IN-T'YPE PU FTTY. NAILS. NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE 4) MITER CORNERS.GLUE AND FASTEN CORNER JOINTS WITH FINISH NAILS NATURAL FINISH (IF ANY). b). ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- PRINCETON MOULDINGS ----- INTO OR DIRECTLY ATTACHED TO SUBSTRATES. BAISE CAP HARBOR CLASSIC ' (I `► ® 4 5"CASING 3). CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY 1-1/8"PRIMEDGRADE SPECIFIED. 1X8 545 EBAC KBAND 1 PRIMED TRIM 3/4"PRIMED [ 1 a). SECURE CASEWORK TO GROUNDS, STRIPPING, OR BLOCKING WITH COUNTERSUNK �COVE 12„ CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID 3/4"THICK BIRCH INSTALLATION. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. SHELVING b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. 1/4°X3/4°BEADED 4). PLASTIC LAMINATED FINISH WORK (WHERE APPLICABLE): WAINSCOAT CAP SHELF EDGING I 15/16"X2-1/4„ a). COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES IWITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS w1� i THAN 1/8". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF I T® 1X3 BIRCH CLEAT CRACKS. p PRINCETON MOULDINGS (SIDES&BACK) 07 HARBOR CLASSIC $2"TO TOP OF 3 s"CASING FINISHED FLOOR W $ y g WINDSOR ONE WOBC6 INTERIOR DOOR 16" ¢ s iX6T&GCB WAINSCOTTING 3/4"THICK BIRCH �� TRUSTILE TS3000 a--i SHELVING 1-3/4" THICK T TALL TYPICAL DETAIL 11/4X3/4"BEADED " SHELF EDGING Q— 1-5/8"DIA FIR POLE PAINTING NOTES : 1X3 BIRCH CLEAT 66"TO TOP OF (SIDES&BACK) EXECUTION: APPLICATION CONTINUED: FINISHED FLOOR A) EXAMINE SUBSTRATE,AREAS AND CONDITIONS,WITH APPLICATOR PRESENT,FOR G).SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH COAT. COMPLIANCE WITH REQUIREMENTS FOR PAINT APPLICATION.COMPLY WITH PROCEDURES SPECIFIED IN PDCA P4. H).SCHEDULING PAINTING:APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, 1).PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER HAVE BEEN CORRECTED AND SURFACES RECEIVING PAINT ARE THOROUGHLY DRY. PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. (U 2) START OF PAINTING WILL BE CONSTRUED AS APPLICATOR'S ACCEPTANCE OF 1).OMIT PRIMER OVER METAL SURFACES THAT HAVE BEEN SHOP PRIMED AND TOUCH UP Q TYPICAL CLU"'N ET SjHELVIP%JG SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA. 2).PAINTED.D F UNDERCOATS,STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL,COAT OF B).COORDINATION OF WORK: PAINT,APPLY ADDITIONAL COATS UNTIL PAINT FILM IS OF UNIFORM FINISH,COLOR 1). REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE AND APPEARANCE. Z W COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON REQUEST, Q FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE 1).APPLICATION PROCEDURES:APPLY PAINTS AND COATINGS BY BRUSH,ROLLER,SPRAY USE OF COMPATIBLE PRIMERS. OR OTHER APPLICATORS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. C).NOTIFY ARCHITECT ABOUT ANTICIPATED PROBLEMS WHEN USING THE MATERIALS J).MINIMUM COATING THICKNESS:APPLY PAINT MATERIALS NO THINNER THAN EU-'1 SPECIFIED OVER SUBSTRATES PRIMED BY OTHERS. MANUFACTURER'S RECOMMENDED SPREADING RATE.PROVIDE TOTAL DRY FILM 1 McKee Room Finish Schedule! APPLICATION: THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURE. :.) � U I - _ A).COMPLY WITH PRODUCERS SPECIFIED IN PDCA P4 FOR INSPECTION AND ACCEPTANCE K).MECHANICAL AND ELECTRICAL WORK:PAINTING OF MECHANICAL AND ELECTRICAL -� .[doom: Floor: Treatment: Walls: TI'f'c`ltnlentelllng: Treatment: Remj•]{s; OF SURFACES TO BE PAINTED. WORK IS LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES Existing Basement Tile lx8 W/ base cap, cove Moisture-Resistant GypSLII11 4-1/2 beaded CSy Nv/ 1-1/8 backband Drop Ceiling - Separate bid t0 finish B).COORDINATION OF WORK:REVIEW OTHER SECTION IN WHICH PRIMERS ARE PROVIDED L) BLOCK FILLERS:APPLY BLOCK FILLERS TO CONCRETE MASONRY BLOCK AT A RATE Starr Oak Tread, Painted Rise 1x8 NV/ base Ca CC1N'e 4-1/7 beaded csg ,,,v/ 1-1/8 backband - LI Sllllttl 1Z11llll�r TO ENSURE COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON TO ENSURE COMPLETE COVERAGE WITH PORES FILLED. p, L7 REQUEST,FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO closets unfinished unfinished unfinished ENSURE USE OF COMPATIBLE PRIMERS M) PRIME COATS:BEFORE APPLYING FINISH COATS,APPLY A PRIME COAT,. jAS RECOMMENDED BY MANUFACTURER,TO MATERIAL THAT IS REQUIRED TO BE i CIaN'vt Space GO11CI-ete ?111�1t11S11eCl LII1f111iShe£l C).REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES,MACHINED SURFACES, PAINTED OR FINISHED AND THAT HAS NOT BEEN PRIME COATED BY OTHERS. LIGHTING FIXTURES AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT PAINTED RECOAT PRIMED AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF UNSEALED AREAS IN FIRST COAT APPEARS,TO ENSURE A FINISH COAT WITH NO Entry existing Ix8 W/base Gap, cove existing 4-1/2 beaded csg NV/ 1-1/8 backband (remove) 4-1/117 crown Nv/ cs'- I�tepair, refinish floor, NNatl, Celhlly as require THE ITEM,PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION BURN-THROUGH OR OTHER DEFECTS DUE TO INSUFFICIENT SEALING. Closet existin Ix8 Nv/base Ca Cove existlll` 4-I/_x7 crown NvJ cS Rte)alr, rufllllsh floor, NNall, ceiling a5 require AND PAINTING. o p, �r 4-1/7 beaded CSy NV/ 1-1/8 backband e11St111y `� j ( 1).AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA,REINSTALL N). PIGMENTED(OPAQUE) FINISHES:COMPLETELY COVER SURFACES AS NECESSARY TO r-.1� +� Stall- OakTread, Painted Rise lxs Nv/ base car], Cove existin'T 4-1/2 beaded csg 1V/ 1-1/8 backband existing 4-1/2:17 crown NV/ CS(T LJ Smith Ralln1g ITEMS REMOVED USING WORKERS SKILLED IN THE TRADES INVOLVED. PROVIDE A SMOOTH,OPAQUE SURFACE OF UNIFORM FINISH,COLOR,APPEARANCE m I AND COVERAGE.CLOUDINESS,SPOTTING,HOLIDAYS,LAPS,BRUSH MARKS,RUNS, cn m u Living Room existing Isis' W/ base Cap, Cove exisihil, 4-1/2 beaded CSy Nv/ 1-1/8 backband existilly 4-1/717 crown Nv/ CSy Rtepair, refinish floor. wall, ceiling as require D) SURFACE PREPARATION:CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING SAGS,ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. � � � v txs W/ base Ca cove existing 4-1/2 beaded cS« W/ 1-1/8 backband existing 4-1/717 crown NV/ csy Rte air, refinish floor',NNall, ceiling a3 require TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE � m C) .1tGlleil ex'lStllly p, y p CONDITION AND AS SPECIFIED. O).TRANSPARENT(CLEAR) FINISHES USE MULTIPLE COATS TO PRODUCE A GLASS- a-' 4 1 Dining Room existing Its W,/ base Cap, Cove existing 4-1/2 beaded CSy W/ t-1/8 bactkband existing 4-1/7x7 crown .v/ csg Repilr. refinish floor, Avtill, ceililiy as require 1).PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME. SMOOTH SURFACE FILM OF EVEN LUSTER.PROVIDE A FINISH FREE OF LAPS,RUNS, � � X O 4-1/2 beaded csg W/ 1-1/8 backband 4-1/2x7 crown W/ csc, RLepalr. refinish floor'. Nvall, ceiling as require 2) RELEASE AGOENT ROUGHEN AS RUS MATERIALS: EQUIRED RED RO REMOVE GLAZEVE EFFLORESCENT,CHALK, IFHARDENERT,GREASE,OSIOR LS AND OTOHERISURFACOE IMPERFECTLOR IONS. IRREGULARITY,BRUSH MARKS,ORANGE PEEL,NAIL HOLES OR � � � � x J Bathroom tele lis W/base Cap, cove MOIStUre-Resistant Iypsuin existin- 47),-h NNa111Scoting NN'/ capping Shower to have SEALERS HAVE BEEN USED 70 IMPROVE CURING,USE MECHANICAL METHODS OF P).STIPPLE ENAMEL FINISH:ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE p v ao 4-1 \ SURFACE PREPARATION. TEXTURE.LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS, IRREGULARITYIN � ��'Sl1lJNN11� tile 1' v 4-I/�17 CroWil WI CS Rtet)alr, ref1111S11 11001', NN1II.eelhll r 3) WOOD:CLEAN SURFACES OF DIRT,OIL AND OTHER FOREIGN SUBSTANCES WITH TEXTURES,SKID MARKS,OR OTHER SURFACE IMPERFECTIONS v m 1 Linen Closet existing lis tiN'/ base cap, Cove existing 4-1/2 beaded cs, Nv/ I-1/8 baclkballd e1lStilly ry-' � 'D as require SCRAPERS,MINERAL SPIRITS AND SANDPAPER,AS REQUIRED.SAND SURFACED Dell existi1117 118 ,w/ base cap, cove existing 4-1/7 beaded CSy Nv/ 1-1/8 backband existinc, 4-1/2X7 crown Nv/ GS Repair, refinish floor, NNatl- ceiling as require EXPOSED TO VIEW SMOOTH AND DUS70FF. t y p a).SCRAPE AND CLAD SMALL,DRY,SEASONED KNOTS,AND APPLY A THIN COAT CLEANING AND PROTECTING: v , Hatt eXlstllly lxs W/base Cap, cove ellstllly 4-117 beaded csg W/ 1-1/8 backband existing 4-t//?x7 CroWil W/ CsyT Repalt', refinish floor, wall, ceilingas I'eClillre OF WHITE SHELLAC OR OTHER RECOMMENDED KNOT SEALER BEFORE APPLYING A).AT THE END OF EACH WORKDAY, REMOVE EMPTY CANS,RAGS, RUBBISH AND OTHER N v v Closet existing I18 W/ base cap, cove existin- 4-1i2 beaded cs,, w/W/ 1-1/8 backband existing 4-1/7crown W/ csg Reepair, reflll)Stl floor. NN 1111, Ce11111U as require DISCARDED AFTER PRIMING,FILL HOLES AND IMPERFECTIONS IN FINISH SURFACES DISCARDED PAINT MATERIALS FROM PROJECT SITE.WITH PUTTY OR PLASTIC WOOD FILLER.SAND SMOOTH WHEN DRIED W Bedroom No I existin- IXS N,N,/ base Cap, cove existing 4-1/2 beaded csg Nv/ 1-1/8 backbatid existin- 4-1/7x7 crown W/ csg lZlepalr, refinish floor, NN-all, ceiling as require b) PRIME,STAIN,OR SEAL WOOD TO BE PAINTED IMMEDIATELY ON DELIVERY. P, MLldroom, 2-1/4 Set Red OakIXS W/base cap, cove Gypsum 4-1/2 beaded csg Nv/ 1-1/8 backband Oypsum 4-1/2x7 Grown W/ csg CABnINETDS,COUNTERS,CASES AND PANELIN ENDS, FACES,UNDERSIDES,AD BACK SIDES OF WOOD,INCLUDING B).PROTECT WORK OF TRADES,WHETHER BEING PAINTED AGAINST DAMAGE FROM PAINTING.CORRECT DAMAGE BY CLEANING,REPAIRIR NOT,ING OR REPLACING AND Closets 2-1/4 Set Red Oak t18 Nv/ base Cap, cove GypSLllll 4-Iia beaded CSy Nv/ 1-1/8 backband Gypsum 4-1/2x7 crown W/ CSy c).IF TRANSPARENT FINISH IS REQUIRED, BACKPRIME WITH SPAR VARNISH REPAINTING AS APPROVED BY ARCHITECT AND OWNER. d). BACKPRIME PANELING ON INTERIOR PARTITIONS WHERE MASONRY,PLASTER, Stair Oak Tread, Painted Rise lx8' W/ base cap, cove Gypsum 4-1/7 beaded csg 1v/ 1-1/8 backband Gypsum 4-1/2x7 crown W/ CSS? OR OTHER WET WALL CONSTRUCTION OCCURS ON THE BACK SIDE. Q.PROVIDE"WET PAINT"SIGNS TO PROTECT NEWLY PAINTED FINISHES.AFTER Laundry Room 2-1/4 Sel. Red Oak 118 W/ base ca Cove � SLI111 4-1/7 beaded GSy W/ 1-1/8 backband Ct ' sura 4-1%717 crown W/ GSy Provide Crani )111 for washer e).SEAL TOPS,BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY COMPLETING PAINTING OPERATIONS,REMOVE TEMPORARY PROTECTIVE WRAPPINGS w y I] y1] y p l Eml� COAT OF VARNISH OR SEALER IMMEDIATELY ON DELIVERY. PROVIDED BY OTHERS TO PROTECT THEIR WORK. [� Half Bath Tile I x8 W/ base Cap, Cove MOIStLire-Resistant Gypsum 4-1/2 beaded csy NV/ 1-1/8 backband existing 4-1/2x7 crown NY/ csg 42"h NNaInscotilly NV/capping 4) FERROUS METALS.CLEAN UNGALVANIZED FERROUS METAL SURFACES THAT HAVE NOT 1).AFTER WORK OF OTHER TRADES IS COMPLETE,TOUCH UP AND RESTORE BEEN SHOP COATED;REMOVE GREASE,DIRT,LOOSE MILL SCALE,AND OTHER FOREIGN DAMAGED OR DEFACED PAINTED SURFACES.COMPLY WITH PROCEDURES V Storage Concrete Ix8 Nv/ base cap, Cove moisture-Reslstatit Gypsum 4-1/2 beaded cs- Nv/ t-1/8 backband Moisture-Resistant Gypsum 4-1/7X7 crown W/ cSy R:epalr. refinish floor. wall. ceiling a5 requireSUBSTANCES. USE SOLVENT OR MECHANICAL CLEANING METHODS THAT COMPLY WITH SPECIFIED IN PDCA Pl. Garage existing lx8 W/ base cap, Cove Type-X Gypsum 4-1/2 beaded csg NV/ 1-1/8 backband Type-X Gypsum 4-1/`'x7 crown W/ cS4, SSPC'S(THE SOCIETY FOR PROTECTIVE COATINGS) RECOMMENDATION U) Entry Porch Bluestone lx8 W/ base cap, Cove - 4-1/2 beaded csg NV/ 1-1/8 backband lx6 TAW VJ E&-CB VerSatech 4-1/7x7 crown Nv/ csg HBc�'.:G LG CohI111115 a) DAMAGED.WIRE BRUSH,CLTOUCH UP BARE AREASDEAN WITHPSO LIED VENTS RECPREOOMM ATS ENDED BYTHATEPAI T INTERIOR PAINT SCHEDULE: � Mudroorn Porch Bluestone lx8 Nv/ base cap, Cove - 4-1/7 beaded cs- W/ 1-1/8 backband lxh TCG VJ E&-CB Versatech 4-1/717 crown W/ csg MANUFACTURER,AND TOUCH UP WITH SAME PRIMER AS THE SHOP COAT A).GYPSUM BOARD(WALLS)- z__ HB&-G FG Co1L1111i1S 5).GALVANIZED SURFACES.CLEAN GALVANIZED SURFACES WITH NONPETROLEUM-BASED 1).ACRYLIC FINISH COATS OVER A PRIMER Dinin Room Pofch 5/4x4 Mahogany IXS W/base Cat], cove 4-1/2 beaded csg W/ 1-1/8 backband 4-1/7X7 crown Nv/ csg SOLVENTS SO SURFACE IS FREE OF OIL AND SURFACE CONTAMINATES. REMOVE a).PRIMER: INTERIOR GYPSUM BOARD PRIMER � PRETREATMENT FROM GALVANIZED SHEET METAL FABRICATED FROM COIL STOCK BY b).FINISH COATS:INTERIOR LOW-LUSTER ACRYLIC ENAMEL. IXS Nv/ base Cap, cove 4-I/7 beaded CSy Nb"/ 1-I/S backband 4-1/2x7 crown 1ti! CSS; MECHANICAL METHODS. QI 4-1/2 beaded esg W/ 1-1/8 backband 4-1/7X7 crown W/ csg Repair, refinish floor, Nvall, ceitilly as require B) GYPSUM BOARD(CEILING): Stair Hall ex1Stinc, Ix8 W/base Cap, cove existing existing E).MATERIAL PREPARATION. 1).ACRYLIC FINISH:TWO FINISH COATS OVER A PRIMER. New attic Stair. LJ Smith&ailing 1).MAINTAIN CONTAINERS USED IN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, a) PRIMER INTERIOR ALKYD WOOD PRIMER FOR ACRYLIC-ENAMEL AND SEMI- Bedroom No. 2 Match existing lx8Nv/base cap, cove Match existing 4-1/r2 beaded csg W/ 1-1/8 backband 1�/latch existing 4-t/2x7 crown Nv/ csg l?i Cp11i', refinish floor, wall, ceiling 1S require FREE OF FOREIGN MATERIALS AND RESIDUE. GLOSS ALKYD-ENAMEL FINISHES. � Closet existing 1x8 Nv/ base ca cove exist111« 4-1/7 beaded csg W/ 1-1/8 backband existin" 4-1%7x7 crown W/ csg Rl e air, refinish floor, #Wall, ceiling a5 require 2) STIR MATERIAL BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. b). FINISH COATS: INTERIOR SEMIGLOSS ALKYD ENAMEL. x I], p l STIR AS REQUIRED DURING APPLICATION DO NOT STIR SURFACE FILM INTO MATERIAL. 4-1/7 beaded csg N�/ 1-1/8 backband 4-1/7X7 crown own W/ cSy Repall', refinish-floor,NN all, ceiling as require t uire IF NECESSARY,REMOVE SURFACE FILM AND STRAIN MATERIAL BEFORE USING. C). FERROUS METAL: Bath the I x8 vv/ base cap, cove MOiStUre-Resistant Gypsum existing 1).ALKYD-ENAMEL FINISH:TWO FINISH COATS OVER A PRIMER. yp 42-h NNainscotiny NNI capping F).EXPOSED SURFACES. INCLUDE AREAS VISIBLE WHEN PERMANENT OR BUILT-IN FIXTURES, a) PRIMER: INTERIOR ALKYD FERROUS-METAL PRIMER Bedroom No. 3 Match existing 1x.8 W/ base crap, cove Match existing 4-1/2 beaded csg Nv/ 1-1/8 backband Match existing 4-1/117 ci-C]WJ) Nv/ ('s y JUpair. refinish floor- NN-atl- cettiny a5 require GRILLES,CONVECTOR COVERS,COVERS FOR FINNED-TUBE RADIATION,AND SIMILAR b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. Closet Match existing 1x8 wt' base Cap, cove Match existilly 4-1/2 beaded csg Nv/ 1-1/8 backband Match existing �. s(y l�'_]till-, refinish {loot', NNatt, cellia- a5 require COMPONENTS ARE IN PLACE.EXTEND COATINGS IN THESE AREAS,AS REQUIRED,TO 4-I/-Y7 Cl'oN�'ll Nv/ G�� j IMAINTAIN SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION. D).ZINC-COATED METAL: 3 Loft 2-1/4 Sel. Red Oak I xs Nv/ base Cap, COVe CrY1?SUlll 4-1/1 beaded Cso, W/ 1-1/8 backband Crypsun-i 4-1/717 Gt ONl`il W,/ CS` 1) PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR 1).ALKYD-ENAMEL FINISH:TWO COATS OVER A PRIMER. EXPOSED SURFACES.BEFORE FINAL INSTALLATION OF EQUIPMENT,PAINT SURFACES a).PRIMER:INTERIOR ZINC-COATED METAL PRIMER. Master Bedroom 5-1/2 Set, Red ©calk 118 NV/ base Cap, cove Gypsum 4-U3 beaded csg W/ 1-I/8 backband Gypsum 4-1/117 crown \v/ CSST BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY. b). FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. Hall 5-1/2 Set Red Oak lxs Nv/base cap, Cove Gypsum 4-1/2 beaded csg Nv/ 1-1/8 backband Gypsum 4-11/21x7 crown NV/ cs, 2). PAINT INTERIOR SURFACES OF DUCTS WITH A FLAT,NONSPECULAR BLACK PAINT50, a'z•°,f ''§, Closet 5^1i_ Set Red Oak _17 CroNN 11 NVI CSS WHERE VISIBLE THROUGH REGISTERS OR GRILLES. INTERIOR STAIN AND NATURAL-FINISH WO �lJ KS YH1rpU '11 ? 1x8 N•v/base ca cove G suln 4-Ill beaded cs- Nvl 1-1i8 backband Gypsum 4412 Zr Shelves ';` 4 ° p, yp L Y1 3). PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH =' > o`, A r•�y+ } cr EXPOSED SURFACES A).STAIN-VARNISH FINISH. (USE THIS SYSTEM ONLY FOR NATURA ,v,)% T ' T 15 r'=' s .''' DRAWN: MH/MS Walk-In Closet 5-1I2 Sel Red Oak 1X8 W/ base cap, Cove Gy Slllll 4-1/2 beaded csg W/ 1-1/8 backband Gypsum 4-t/_x7 crown NN/ cs� 4).FINISH EXTERIOR DOORS ON TOP,BOTTOM AND SIDE EDGES THE SAME AS THE I'`-"'t ' " '' ' 1 NOT FACTORY FINISHED)TWO FINISH COATS OF VARNISH OVER SE E a;G. ,`Ft; I• SCALE 1/4"=1'-0" 4-1/2 beaded cs- NV/ 1-1/8 back-band 4-t/2x7 crown NV/ csy 'epair.refilllSll floor, Rall, Ceiling as require EXTERIOR FACES. '•a 5 .FINISH INTERIOR OF WALL AND BASE CABINETS AND SIMILAR FIELD-FINISHED AND INTERIOR WOOD STAIN.WIPE WOOD FILLER BEFORE APPLYIIN, All s sr:€erg' c JOB# 1�laStei' Bath the txs WJ base Cap, cove 1�'lOiStlire-RC'SLStatlt CTypslilll Moisture-Resistant Gypsum 42-'h NN'ainscotlil«R"/ capping Shower to ll1N'c ) ) FILLER COAT:OPEN-GRAIN WOOD FILLER. K° y«-°`'• 'r "' � 1 pP ,.; b 2) STAIN COAT:INTERIOR WOOD STAIN b'" CASEWORK TO MATCH EXTERIOR. �2z ��;t ��{'' October 19,2015 3).SEALER COAT.CLEAR SANDING SEALER. :; 9'= 5 t �a�l& 1 ��, SHEET NUMBER: Subi aN tele . 4 FINISH COATS:INTERIOR ALKYD-OR POLYURETHANE-BASED CLEAR, 1 VARNISH. A- 12 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION ® 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 ° CRIPPLE STUD WALL STUD o ° ' BOTTOM PLATE o RIDGE ° HEADER 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 _SC - - BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DRIPTION APPLICATION w USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 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" 20ga STRAP APPLY OiVER RIDGE TO EACH RAFTE LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE LS210 18go SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24'OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR V1 METAL STRAP CRICKET AT TOP-SIDE OF Q CHIMNEY VENTILATION CHANNEL RIM BOARD / AS REQUIRED �W RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ` VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION Q TOP PLATE B LOC KING zz 2x4 LEDGER ~ FINISH WALL AND MOISTURE BLOCKING KING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING ' 2x4 SOFFIT JOIST AT WALL -- MAINTAIN GAP ' AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. THE SPACE VENTILATED ALL OPENINGS WOOD GIRDER h---I 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ON TI SCREENED VENT Q RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS �' PROVIDE HEMMED EDGE AT OPENINGS OF �/a INCH IN DIMENSION INSTALL 4'0" 0 C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS � GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / AC TION 4" - 6" RAFTER RT10 10-3/4" x 18ga TYDO WN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" 0 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 20ga. TYDO'WN ANCHOR SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT EACH RAFTER 2ND FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER `l RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING Q SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT ® Z WOOD JOIST � 7 i TOP PLATE 'I SIDE WALL FLASHING GIRDER/HEADER <C U WOOD JOIST �D � - 15T. FLOOR WALL STAPPING TO B E ATTACHED TO WALL STUDS X48"OC U AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH IUSP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" OC PREVENT CAPILLARY ACTION r' I 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO B� SUPPORTED WITH ON ALL OPENINGS KEEP SHEATHING MIN 1-1 2" RAFTER/PLATE RT15 TYDOWN ANCHOR (CONNECT EACH FROM PEAK TO ALLOW FREE INSTALL 4'0" O.0 OVER RIDGE TO THE PROPER STEEL CONNECTOR RAFTER TO PLATE AIR PASSAGE 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX 1/2" HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE & REDUCE BUMP OUTS PLATES TO EACH STUD DBL. SILL PLATE o TERMITE SHIELD I �— SUB FLOOR N SILL GASKET / WOOD JOISTS m o ` CONC SLAB r NEOPRENE v TYP CONC. FOUNDATION C 6 MIL. POLY GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE `r' m o DAMPPROOF EXTERIOR GRANULAR FILL v� I °� o +J � EMIL POLY ON EXTERIOR V ' BOLTED TO STEEL BEAM WITH " $2L, U v STEEL COLUMN I ^ n r `�� 1/2 " DIA BOLTS © 48" o.c. STAG. �'- w V 00 h p r ROOF JACKCONC SLAB ' uIu STEEL BEAM mn"14EMBEDMENT. u - ANCHOR BOLT x- COMPACT FILI POIURED CONCRETE. 7" c 4" x 1/4" x 8" STEELBLOCK WALL: 15" v ° ° p L ROOFING LAPS TOP AND BOTTOM PLATE U v �.,� ,� L1 FLASHING AT WITH 1/2" x 6" ANCHOR BOLT `�- U) KEYWAY FOOTING A d T� SIDES AND TOP CONC FTG, p �`p G v USE WIITH 3x3 SQUARE WASHERS �� 00 • O ANCHOR BOLT CONNECTION 1/2" GROUT N r. s 0) (USP LB PS58 OR B P583) � � W � REINFORCING BAR o� ^ ` I i ' a �_ FOUNDATION 5/8" DIA ANCHOR BOLT 3" STEEL COLUMN 4 -- I ( 10 KIPS ) DRAIN TILE ► p �. ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS - SILL PLATE TO FOUNDATION ROOFING AT BOTTOM _ CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL CONC. FOUNDATION APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL C� MIN 3STEEL COLUMN ANCHORED TO 24x24%12CONC FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC W " " " WHERE NEEDED FOR STRUCTURAL BRACING STEEL / BOTTOM BEARING H WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL CONC SLAB I I �--- SUBFLOOR 6X6 10/10 WWM II -DOORFRAME COMPACT FILL GARAGE I �— JOIST � • DOOR ' USE 2X8 STEEL BEAM FOR BLOCKOUT 8' ' v 4" SLAB P.T. PLATE �` W/ 6X6 WMM M I I SLOPE 4"DRIVEWAY V GHT ATE DRANDAC E < <I ° ° ` 7v1 D c ° (WITH A NAILINGONPLATEU FTNEEIDED) G ADE n "---n---"---«--'--z �,2 ^ ES OF WOOD p ° ° ° , TO BE APROX 1/2" OR HIGHER THAN BEAMS ° STEEL BEAM TO ALLOW FOR SHRINKAGE �' ' ° Q q PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" 6X6 WWM — — m — — "— — —. ° I I- I I-1 I I-1 I I I ° a ° ° ° I— MIN.. d�.o'D ° ° D "� p a A,& " � , ' ° ' �' D p 11=11=III�II�II� ���NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -I I p p ° ° / ' ° ' �IIII���I� �SUBFLOOR REINFORCING BAR NOTCH EQUALS 1 4 DEPTH OF BEAM �i—I D � ° � � DRAIN TILE REINFORCING BAR v°° -111 ° �° ° p �D ° III'I I OIST t 12" ° ° ° SHEET METAL / 30# FELT UNIDER BEAM AT POINT I I L 'n OF CONTACT WITH CONCRETE OR CONC. BLOCK '•� STEEL BEAM _' P -1iM=M-iii-iii=m-iii-i im rF ti PLATE (BOLTED TOl� E4 TYPICAL CONC. MONOLITHIC FOUNDATION REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. A SHIMS TO LEVEL BEAM r z ,.,,i�,y'il� ✓1: REINFORCE FOOTING WITH 2) #4 REINFORCING B ARS. SURFACE s�� 1 5�1,_��� � ��dt ' 3" MINIMUM BEARING SURFACFOR WOOD BEAM DRAWN. MH/MS GARAGE DOOR BLOC KOUT SCALE: 1/4"=1'-0" BEAM POCKET JOB#: October 19,2015 SHEET NUMBER' - 13 REVISIONS 2x_stud Joists- JI JOIST DETAILS Plate nail-16d (3-1/2") wall at 16" Plate nail-16d (3-1/2") ALLOWABLE HOLES T box at 16"on-center" box at 12 on-center/on-center INTERMEDIATE BEARING Floor panel nail-Bid NO LOAD BEARING WALL ABOVE loor panel Hall-8d (2 1-2") Load bearing or shear wall No field cut holes 1-1/2"hole may be 2-1/2")common at 6" See Table A See Table B " above must stack over wall to hatched cut anywhere in common at 6 on-centers` on-center Web stiffeners zones See Table See Table web out 13 dehatched zone DO NOT below) 1"or 1-1/4" 1-1/4"Trus Blocking required each side Load from g re B3W Blocking panels above cut or notch flange. may be required with 6" O 0 6' Blocking Trus Joist Joist rim ane) 2x4 minimum shear wallsgabove or panel ��� rim board* board squash below-see detail Bl 1-1/(' L 1 z x D l Ol L2 z x L 2 62 oe Had-lOd(3") oe nail-lOd (3") blocks 6" minimum minimum 6" 6" 12u (applies to all box at 6" box at 6" holes except ml n knockouts) Do not cut holes larger than on-centers` On-center I-I/2"m cantilever DO NOT Remove tongue and groove B1 B1 1/16" Table A - End Support cut holes in cants/ever from floor panel edges Boon ary nailing Mi imum distance from edge of hole to inside face of nearest end support reinforcement. supported by V e-Rim®to -gd (2-1/2") Web stiffeners 2x4 minimum ensure quality Wallin stall proper blocking squash DEPTH Til ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE TJI rim q y g r common at 4" to support all panel required each 2" 3" 4" 6-1/z" 8-1/2 il" 13" 2" 3" 4" 6-1/2' 8-1/z 71" 13" "Conventional code minimum for on-center* PP P side at B1W and blocks St edges 110 1'-0" P-6 2'-0" 5'-0" 1'-0" F,C Z-6" 4'-6" se with A3 only.See Trus Joist Framer's Use 2x4 minimums squash Must have 1-3/4 minimum A3 A3.1 3.26splecifications. cket Gulde for A3.1-A3.3 installation 3.4 'See Trus Joist Framer's Pocket Guide for B2 B2' B3 B3W CS blocks to transfer load 210 r-a' r-6' r-a' 5'-0" P-o" 2'-0^ r-6" s'-o" O O j g 0 0 0 e p B2W O O O O around TJI joist q 9 uz z3o r-o^ z'-o° 2'-6" s-6" P-o^ z'-o" 3'-0" s'-o" O%ft bearing at ends additional installation specifications. J 360 1'-6" 2'-0" T-0" 6'-0" 1'-6" 2'-6" T'6" 5'-6" 110 1'-0" 1'-0" 1'.0" 2'-6" 5'-0" r-o" 1'-0" 1'-6" 4'-6" 6'-0" 6'-0"length of 210 7'-0" 1'-0" 1'-0" 2'-6" 5'-6" 1'-0" 1'-0" T'0" T-D" 6'-6" Nail Trus Joist rim 11-7/8 230 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 1'-0" 1'-0" 2'-0" 5'-6" T-0" TJI joist B"diameter maximum hole 360 1'-0" P-0" 1'-6" 4'-6" T-0" P-0" P-0" 2'-6 6'-6" T-6" 4'-0"length of reinforcement and for 11-7/8"-16"dee board to blocking Attach reinforcement 560 P-o" P-a' r-6' s'-0" s'-0" r-°' r-o^ 3'-6" T-o^ s'-o" g 8"diameter maximum hole P with connections to joist with one 8d 3/4" for 11 7/8"-16"dee filler block.Use blocking panels;6" no r-o" P-o" P-o" r-0" 2'-6' 5'-0" r-a' 1-4' r-o" 3'-6" 6'-0" Web stiffeners g"diameter maximum hole p 4'-0"length with diameter maximum for equivalent to (2-1/2")common nail at Nail through 2x_,wood backer 210 P-0" P-0" r-o" P-o" 3'-0" 6-0" r-o" P-0" P-o" a'-o" 6'-6 8'-6' required each reinforcement blocking panels,6" g q for 11-7/8" 20' deep on one side at 9-1/2"and 11-7/8" blocking panels 9-1/2"dee decking schedule each corner and la" zio r-o^ r-o" r-o^ r-6° 3'-6^ 6-6' r-o^ r-o^ r-o" a'-o" T-o^ 9'-0^ diameter maximum for g P P side at E1W blockingpanels,6" Trus Joist Attach reinforcement TJI joist web with 2 rows lOd 360 r-o" r-o^ r-o^ z'-6' 5'-6^ s'-o" r-o^ r-o" r-o^ 5'-6" s'-o" 9'-6" P E2, both sides blockin panels 9-1/2"dee TJI)outs. or shorter than 12' long. diameter maximum for g p p rim board to joist with one Sd Blocking panel between Blocking 3" common Wads at 6" sbo r-o" r-e" r-o^ z'-6' 6'-0" 9'-0" r-o" r-o" r-6^ 6'-6" 9'-0" la-o" at E3 or shorter than 12"long. o not cut flanges. J ach joist.Nail to to ( ) 210 P-o" r-o" P-a' 14- r-6" T-6' 6'-0" 1'-0" r-o° r-o" z'-6" 6-6' a'-a' 10'-6" locking panels 9 1/2"deep (2-1/2") common nail at J p panel n center,clinched. Use PE6 r-o" r-o" r-o^ r-°^ z'-a' a'-o^ 6-6" P-o^ r-o" P-o" 3'-0" 7'-0" 9'-0" n'-o^ ~ not cut flanges late with connections i6^ or shorter than 12"long. each corner p 16d (3-1/2") nails with r-o" r-o" r-o^ r-o" 3'-0" 6'-0' 9'-0" r-o^ r-o" -o^ ' ' ' " o'-o^ u'-6" LDo not cut flanges. Trus Joist equivalent to decking 3- 2"TJI joist 60 !-t r-o" r-a' r-o^ 3'-0^ 6-6" 10'-0" r-o" r-o" r-o^ s'-o" lo'-o^ n'-o^ 1z'-o^ rim board schedule a e widths. Trus Joist � 12"length of � g a^ b^ B^ 10" lz^ 15^ n^ a" b" 8" lo^ iz^ ls' n^ rim board ttach 3/4" 360 1'-0" 1'-o" 1'-0" 2'-0" 5'-0" 10'-0" P-0" 1'-0" 5'-0" l0'-0" 11'-0" 13'-6" ' � 12"length of 18^ reinforcement to reinforcement s560 1,0 I-bo t:o o^ r-o" r-o" s'-o^ 1T-o" r-o^ r-6^ 6-6^ 1r-0° lr-o' 14'-6' Fa-1 3/4 360 Z-0" T-0" 10'_6, 1'-0" 1'-0" 2'-6" 8'-0" 11'_6" ' ttach reinforcement oist web with 3 on one side at � ' Trus Joist rim reinforcement 20^ " 1'-0" 1'-0" 1'-0" f-0" T-0" 11'-0" 1'-o" 1'-0" 4'-0" 9'-6" 12'-6' to Joist with 8d(2-1/2') rows lOd(3 ) E5,both sides W board common nails at 6"on- common nails at 6" at E6 on one side at Wood E7,both sides ° �� able B - Intermediate or Cantilever Support Q 0 center When 0 on-center,clinched. at E8 backer e5 stn eC 2 sR`v reinforcing both L' v� �. a el dS Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Face rain a� g Use 2 rows with 9-1/2" g ,� a�sR` Less than Less than 1�2�se�et C-16 y°a ROUND HOLE SIZE S ARE OR RECTANGULAR HOLE SIZE sides,stagger nails and 11-7/8" �" J c SQ PARE 5" 5° oars >c`c, sE0 1.11 DEPTH Til El El E2 E3 E4 TJI joists. ES E6 E7 E8 Fl 1e�$ �`�� o z" 3^ a" 6-1/2 8-1/2 11^ 13" 2^ 3^ 4" 6-1/2" 8-1/2 11" 13" Q Not for use with 3-1/2"TJI 710 6" 2'-6" 3'-0" T-6" 1'-6" 2'-6" 3'-6" 6'-6" is 210 2'-0" Z-6" T-6" T-6" 2'-0" 3'0" 4',0" T-0' I•-' joist flange widths 9-vz" 230 2'-6" 3'-0' 4'-0" 8'-0" 2'-6" T-0" 4'-6" T-6" 360 L 4'-0" 5'-6" 9'-0" 3'-0" 4'-6" 5'-6" 8'-0" Filler block Attach no r-o" j'-l" P-6' 4'-0^ 8'-0" r-0^ r-6" 2'-6' 6'-6" 9'-0" with ten 10d(3") box WEB STIFFENER ATTACHMENT 210 P-a' r-o" z'-o" a'-6' 9'-0" 1'-0" 2'-0" 3'-0" 7-6" 10'-0" ( ) " " 2'-6" 3'_6' 9'-0„ 1V-0" nails,clinched.Use 230 16d 3-1/2" box Wads from � sbo r-6" 3'-0' a'-6^ s'-o" lz'-o^ 3'-0 3'-6' s'-o° 9'-6' n'-o" � each side with 3-1/2 en Structural exterior Apply subfloor adhesive to all TJI Joist blocking with end 2-3/4"maximum 11-7/8" 560 t o" V-0` V-0`1 o f z 0l 12-- z-0' 4'-6' 6'-0^ 10'-6" 12'-0" • EXTERIOR DECK ATTACHMENT Option#1: I-1/8 minimum Web stiffeners TJI joist flange widths. sheathin PP y g 11#2n�— 6 8'-0" 1 0" 1'-0" P-o" s-o" 9'-0" 12'-0" g contact surfaces cks installed at 1/3 JOlit .1—_ 210 1'-0" 1'0" 1'-0" 2'-6" 5'-0" 9'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 12'-6" required if sides of Use fifteen Wads with Backer block s an locations using Three 8d(2-1/2") box nails, 14" 230 r-o" P-0" r-0" T'0" 5'-6" 10'-0" P-0" r-o" 2'-6' 6-0" 10'-6" 13'-0" hanger do not lateral) TJI joist depths FlashingBea <SQ wo 8d(2-1/2) clinched Three 6d(3-1/2) box nails zbo r-o' r-o 3 0 1 '-6" 1-0 T-o" 4'-0" 9'-0^ lz'-o" ia'-o^ TJjoist to 3/8 greater than 16". flange(tight to an box Wads or sbo r-o^ r-o" r-6" s'-6" 9'-6^ 13'-6^ r-o^ 3'-0° s-o^ lo'-o^ 13'-6^ 1s'-o" g ( g Flush late with inside " 9'-6" r-o^ r-o^ r-o^ a'-6" 9'-6' lr-6" ls'-b" 1 P bottom flange with face of wall or beam ledger 113 loss �a�' 2-1/2 screws, at 3-1/2"TJljolst flange widths 16„ zio r-o^ r-o^ r-o" 1'-6" 4'-0" 6'-6" 10'-E' r-o^ r-0" r-o" 4W 19'-" 13'-0^ 16'-0" support least flange face mount ,l typical ll#2'� 360 1'-0" I'-0" P-0" T-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" T-6" 13'-0" 14'-6" 17'-0" c angers).Attach Web stiffener each sbo 1-0" 1-0" 1'-0" r-6' T-o^ 170° is-o" r-a' 1'-0" 3'-6" 9'-0" 14'-6' with ten l0d(3") See fastener Trus Joist Option#2: i W i side.See sizes table below.Maintain rim board 1-� a^ 6^ a" 10^ 1z^ is^ n^ a^ C 8" We lz• ls" 17" To box nails,clinched 2x_strapping installed below. P 2"distance(minimum)from 7e" 360 r-o" r-o" 3'-0" 6'-0" 9'-0^ ls'-o" r-o" 4'-0" 9'-0^ 1a'-6" ib'-6' 19'-6" flange when possible. at 1/3 Joist span Tight fit sbo P-o" r T 2'-0" 6-0" lo'-o^ 16-6' 1'-0" 6'-0" 11'-6" 16'-6" 18'-0" 20'-0" hanger edge of ledger to fastener. locations using two 36o 1'-0" 1'-D" 1'-0" 3'-0" 6'-0" 11'-0" 15'-6" 1'-0" 1'-6" T-o" 12'-6" I6'-6" 20 0" 21'-0" g 2-1/2"screws er OISt W eb Stiffener Size W Web Stiffener Size 2011 560 1'-0" 1'-0" 1'-0" 1'-6" 5'-6" 12'-0" 16'-0" 1'-0" 3'-0" 8'-6" 14'-0" iT-6' 19'-6" 20'-6" Face mount acker block Allowable Load/Factored Resistance(lbs) P J „ Rectangular holes based on measurement of longest side hanger both sides Fastener ptlon#3: 1-1/2 1/2"x 2-5/16"min 2-5/16"7/8' x 2-5/16"min ' g 1-3/4"rim board 1"a-Rim"" of web with directly applied ceiling oies may be located vertically anywhere within the web Leave 1/8"of web(minimum)at top and bottom of hole 3/8"lag bol 400/630 N A /N A 1-3/4" 5/8"x 2-5/6"min 2-1/2" 1"x 2-5/16"minimum Knockouts are located in web at approximately 12"on-center,they do not affect hole single TJI 1/2"lag bolt 475/750 325/N A When specified on the layout, one or more of placement joist LA Allowable load determined in accordance with AC 124 pn e three bracing options shown Umustll be 2-1/16" 3/4"x 2-5/16"min 3-1/2" 2x4 For simple span 5'minimum uniform) loaded outs meeting the requirements of current Trus Joist product guides,one A l H1 H2 H3 "Corrosion-resistantfastenets required for wet-service t,,1 g p O P P ( ) Y ) S q P g V/ applications `.�.,IstalleC/ maximum size round hole may be located at the center of the foist span provided no other holes occur in the lout ry • Distances are based on the maximum uniform loads shown in current Trus Joist product guides For other load conditions or hole configurations contact your Trus Joist representative BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers z 2x diameter of the largest hole(minimum) o r� BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE - B V BEARING AT WALL WINDOW HEADER CONNECTION WALLMae%% r �y 9�ry 1/3 depth o Joist Framing O O Allowed hole A l Z x Trus Joist rim board Strap per code if o 1/3 depth o o Cut only round holes and only V or blocking for top plate is not Blocking ° zone ° ° to the center of beam. U lateral support continuous over panel Safety bracing(1x4 O header minimum)at 6'on-center and 1/3 span Allowed hole zone 1/3 span ROUND HOLE CHART U extended to a braced end BEAM DEPTH MAXIMUM ROUND e-1 E1 wall HOLE SIZE Silent Floor joist framing g Fasten at each foist with does not require bridging wo Bid(2-1/2")nails minimum For uniformly loaded brains only. 5-1/2" 1-3/4"' or mid-span blocking (see WARNING) - Rectangular holes are nus allowed 7-1/4"to 20" 2" Top flange No holes in cantilevers See illustration for Allowed Hole Zone hanger No holes in headers or beams in plank orientation it Facehanger DONOTbevelcut/oist Al H2 Parallam@ PSL or I' TlmberStrand� beyond tnnde face of Rim board joint Ll L2 L3 See current Trus Joist L4 rotect untreated wood from direct contact wan CE, between foists TJI JOIST ATTACHMENT at BEARING LSL Column literature for framingO TJI Joist to BearingPlate Squash Blocks to TJI Joist Load with concrete A3 q ( connectors ;�earin wall above Trus Joist nm board g ) 1 One toil(3")box � ! CONNECTION OF MULTIPLE PIECES OF Seat cuts must be within nail into each flange N v wall One Sd(2-1/2") cn O TOP-LOADED\I BEAMS (1) box nail each m e7 4i u I BEARING AT COLUMN CS side.Drive nails TJI rim Joist X U 1-3/4"Width Pieces: at an angle at 0 Ln iv i „ Trus Joist least 1-1/2"from pa co p "+ Minimum of 3 rows 10d(3 x 0.128")nails at 12"O.C. L3 nm board end 1-3/4"minimum bearing r V „ A2 at end support,3.1/2" r X O r a Minimum of 4 rows 10d 3"x 0.128 nails at ti Verify Parallam PSL or ( ) ELEVATED COLUMN minimum at intermediate (� } t s TimberStrand LSL 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE O support z �' U column CAP 61 Ll Q aJ Ln +� If using 12d(3 1/4")or larger nails,the O co capacity and(beam Hi Sheartransfe�:Connections P Y number of nailing rows may be reduced Optional floor panel nailing ly `+ U bearing length. by one. non-shrink I~ O �+ See current grout B2 Rim to TJI Joist t Trus Joist 3-1/2"Width Pieces: �i Trus Joist nm board or /, 5 literature. Minimum of 2 rows 1/2"bolts L5 B3 1-3/4"wide TJI rim U m ti at 24"o.c.staggered �`\ nail into each flange TJI floor 00 )oistOne 10d(3")box � . Cn (1)Load must be applied evenly across entire 3-1/2"wide TA rim ioistToe nail with 10 (3")box nails,one each joist i beam width otherwise,use connections for side-loaded beams P ��4__----- 2-1/16"-2-5/16"Wide side of TJI joist flange 0 �T•1 i� O TJI nm oistOne 16d 4 Butting Use 611 or B2 at J � Additional Hailing or bo/ting maybe required with Joists (3-t/2")box nail into each L5 O P1 P2 P3 B4 with blocking termediate bearings flange L6 side-loaded multiple member beams Refer to current g S 3-1/2"wide panels I load b>earin or shear TJI rim Joist prOClUlt literature. End of Joists g Top View at centerline \ wall from above of support Braced end wall BEAM ATTACHMENT at BEARING W FASTENING of FLOOR PANELS i see note 3 under Closest On-Center Spacing per Row WARNING Trus Joist nm board Nail Size TJI Trus Joist rim board TimberStrand LSL Hi One lOd(3")box I®I i i-i/2"or wider Microllam LVL Parallam PSL O O V 110 and 210 230,360 and 560 1" 1-1/2" 8d (2-1/2")box 2-1/2" 2" 6" 4" Had each side in iO - ® member at bearing, 8d(2-1/2")common 3-1/2" 2" 6" 4" 3" 3" 3" O 1-1/2"minimum from end j lOd(3"),12d(3-1/4")box 3" 2" 6" 4" INSTALLATION TIPS L4 O O Diive nails at an seeframingplan(ifapp//cable)or Framer's Pocket 10d 3"),12d(3-1/4")commo 4-1/2" 3" 6" 4" 4" 4" 4" O angle to mintmae Guide for minimum end and intermediate bearing ( Sebfloor adhesive will improve floor performance,but 8 N 16d(3-1/2")common N A 4" 16" 6"f1 6"1'1 8" 6" may not be required O Xterior Deck splitting of plate lengths. (q Can be reduced to 4"on-center with maximum Had penetration of/d/8"into the narrow edge When foists are doubled at non-load bearing parallel O ttachment partitions,space joists apart the width of the wall i Structural a fot plumbing or HVAC 0 Q Recommended nailing is 12"on-center m field and 6"on-center along sheathing Additional Joist at plumbing drop(see detail) sheathing edge Nailing requirements on engineered drawings supersede O DO NOT use sawn/umber reepmmendations O for rim board or blocking. Nailing rows must be offset at least 1/2"and staggered O Sawn lumber may shrink WARNING 1 14 ga staples may be substituted for 8d(2-1/2")nails if minimum penetration O atter installation. r v of 1" into the TJI Joist or rim board is achieved * r Protect U see ALLOWABLE untreated wood �+ j Joists are unstable until braced laterally x from direct HOLES Farthest On-Center spacing per Row contact with O H3 Bracing Includes: Maximum spacing of nails is g concrete � For Jast widths 1-3/4"or less 18"on-center • Blocking •Sheathing Fpr joist widths greater than 1-3/4" 24"on-center DO NOT allow workers to walk on Strut Lines .Rim Joingers Rim st DO NOT stack building materia/s joists on unsheathed joists Stack only FILLER and BACKER BLOCK SIZES Itirtedjotst Additional Untilbraced. over beams or walls. TJI Flange Widths 1-3/4" 2-1/16" 2-5/16" 3-1/2" joist 1NJURYMAYRESULT. g Plumbing drop Bearing plate to ® , WARN/NG NOTES. 9-1/2"or 9-1/2"or 14"or 9-1/2"or 14"or 18"or 14"or 18"or be flush with inside ✓°.;?,.,la 11.7/6" A Weyer aeuser Business -• ��; ,,,, Depth 114 face of wall or "`at�;k �' _ "••� it-7/s" 11-7/8" 16" 11-7/8" 16" 20" 16" 20" Squash blocks and blocking panels carry stacked Lack of concern for proper bracing during construction can result in serious accidents. Under normal coriI� ,f• ,� rgk ;;�. * x 2x12+1/2" vertical loads(details Bl and B2) Packing out the beam r,4'S a'v ax �",,.�,.,.,is y Filler Block 3/8" 3/8" 1/2" 1/2" Two Two Two web of a TJI joist with web stiffeners)is nota following guidelines are observed,accidents will be avoided. /.r „� > ' �•�s;"� �.�4 2x6 2x8 sheathing 2x6 2x8 2x12 ( (Detail H2) sheathing sheathing sheathing sheathingsubstitute for squash blocks or blocking panels r 1 All blocking,hangers,nm boards and nm joists Cantilever Filler 2x6 2 x10 2x6+3/8" 2x10+3/8" 2x6+1/2" 2x10+1/2" 8 t at the end supports of the TJI outs must be completely installed and properly nailed y ",f �y� t i (Detail E4) 4'-0" C-0" sheathing sheathing sheathing sheathing pp 'E P P P Y 2 Lateral strength,like a braced end wall or an existing deck mut ` Not 8 s g s be established at the ends of the bay This can also be y "i applicable accomplished by a temporary or permanent deck(sheathing)fastened to the iii st 4 feet of Jouts at the end of the bay f 3'.�,. 3�,.,.* '"li 4 y-'t• ." g g g Nota applicable f �,� ' ,f '7 Backer Block* long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long PP 3 Safety bracinlines of Ix4 minimum must be nailed to a braced end wall or sheathed area as in note 2 and Y each oist Without this *°. J#-,yf,-,`r.,j"s+`-i' y ,,r` DRAWN- MH/MS bracin,bucklingsideways or rollover is highly probable under light construction loads-like a worker or one layer of unnaded sheathm '� 5/8'or 3/4"or 4, ,{ lar: x SCALE` 1/4"=11-011 Detail Fl 1"Net 2x6 2x8 2x12 4 Sheathing must be totally attached to each TJI Joist before additional loads can be placed on the system " ;✓J£."aQ' ( 3/4" 7/8" or H2) at requi racing "lfnecessary,increase filler and backer block height for face mount hangers Maintain//8"gap at top of/ont,see detail W Filler and backer block lengths should 5 Ends of cantilevers main straight safety within a on both the top and bottom flanges _; C"�;'1-"" G �,`(j JOB#' 6 The flanges must remain straight wRhin a tolerance of 1/2"from true alignment ��n =�`'`� jaccomodate required nailing without splitting(/2"mimmum for backer blocks and 24"mmlmum for filler blocks) r � 'y�.t� ,'+'� October 19,2015 This sheet is intended as a supplement to the Trus Joist Framers Pocket Guide, which should be referenced for additional information. :•,�,��,; ,:.. c;,�����,�:� � SHEET NUMBER . 14- i REVISIONS• LOAD PAND CONSTRUCTION DETADRAWINGS 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. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD 4"MAX. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS KING STUDS - 45 LBS. 120 6 SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE ll NONE 4"DIA. MAXIMUM RAFTER CRIPPLE STUD -n-1 DECK AND COVERED PORCH NOTES: LEDGER 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. RIDGE HEADER All fasteners, hangers and anchors to be galvinized or stainless steel. 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored z RAFTER ED JACK STUDS into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. a _ m 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing. Use a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. RAFTER-TO-LEDGER CONNECTION 4). Deck joists to have blocking at 8'0 o.c.. LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC)WITH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE I USP NUMB ERI DESCRIPTION I APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing STAIR RAILINGLOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers f®� and nuts at 16"o.c. ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 I LS210 118ga. SLOPE HANGER JAPPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD p� 6). Concrete piers shall be a minimum 6"above grade. �1 1-1/2"SPACE 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored MINIMUM to girder(s). HANDRAILS RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. H 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal RAFTER for any contact with ACQ. Q POST TOP PLATE HANDRAIL NOTES: TOP PLATE All required handrails shall be of one of the following types or provided equivalent ras abilit Y BALUSTERS r—�-i RIM/DECK JOIST O 1).Type I. Handrails with circular cross section shall have an WALL STUD F--� OPEN BALUSTER ATTACHED TO WALL WALL STUD outside diameter of at least 1-1/4 inches and not greater O than 2 inches. If the handrail is not circular it shall have a E i perimeter dimension of at least 4 inches and not greater il HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 inches. ALL HANDRAILS SHAUL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH 2).Type II. Handrails with a perimeter greater than 6-1/4 EACH RAFTEERR CONNECT OVER USE MIN. SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6" RAFTER RTIO 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT RAFTER TO PLATE 1/2"POSDI O DECK CONNECTION inches shall provide graspable finger recess area on both CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR (2) 1/2" DA. GALV. BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD distance of 3/4 inch measured vertically from the tallest EACH RAFTER portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the 4"MAX. tallest portion of the profile.The minimum width of the 4" DIA. MAXIMUM handrail above the recess shall be 1-1/4 inches to a GIRDER/HEADERmaximum of 2-3/4 inches. Edges shall have a minimum V1 Q - � radius of 0.01 inches. GIRDER/HEADER (� 0 NAILING SCHEDULE Q ' Z JOIST POST/COLUMN ° O ° ° �`�. ROOF SHEATHING: QJ Z x POST/COLUMN JOINT DESCRIPTION AI NAIL SPACING NOTES O STRUCTURAL PANEL gd AS PER TABLE 3.8 U GIRDER/HEADER WFCM SBC '— POST-TO-GIRDER/HEADER CONNECTION _ ROOF FRAMING: NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION QN SPACING NOTES 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY T-O EACH COLUMN DEC PORCH RAILING SPLICED 101ST5 OVER HEADER/GIRDER RAFTER TO 8'WALL: 3-8d COMMONEACH TOE-NAIIL NUMBER LOCA FtON USP DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TOP PLATE 10'WALL:4-8d COMMOIN RAFTER JOIST TO GIRDER/HEADERRT10 7YDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CEILING JOIST 8'WALL: 3-8d COMMONEACH TOE-NAIL 7O TOP PLATE f0'WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE 0 PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACEcn ItN OVER PARTITION WFCM-SBC LAP NAIL o o STU COLLAR TIE AS PER TABLE 3.4 EACH FACE C) in v TO RAFTER WFCM-SBC END NAIL S") co o BEARING PLATE GIRDER BLOCKING2-8d COMMON EACH TOE `� X �0 TO RAFTER END NAIL ?z o RIM BOARD EACH END ° ° Q 2 -16d COMMON o ° w41 ° WOOD JOIST TO RAFTER END NAIL w v ° ri+ WALL FRAMING: � 'x ' LEDGER NAIL NAIL U U ° GIRDER/HEADER I I CONCRETE PIER '� JOINT DESCRIPTION NOTES WOOD JOIST WOOD JOIST •. ,' QTY• SPACING co0v v v " " TOP PLATE TO PER Z W TOP PLATE 2 -16d COMMON FOOT FACE NAIL TOP PLATES AT 416d COMMO JOINTS FACE INTERSECTIONS EA. SIDE NAIL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x STUD TO 24" FACE 2 -16d COMMO i CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) STUD O.C. NAIL �I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION "O.C. TI-'kE PROPER STEEL CONNECTOR. FACE HEADER TO 16 LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS i I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER 16d COMMON IF ABLE,SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS ALONG EDGES NAIL TO ALLOW FOR SHRINKAGE. RODI I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END REQUIRED I (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIERPLATE TO STUD 3 -16d COMMO ORTUPER 2x6 STUD NAIL O BOTTOM PLATE TO: U) FLASHING TUCKED UNDER FLOOR JOIST, BAND JOIST, 2 -16d COMMO PER FOOT FACE NAIL I END JOIST OR BLOCKING TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. N PIECE OF SIDING BELOWTHREADED ROD DECK FRAMING: � JOINT DESCRIPTION NAIL NAIL NOTES � 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT QTY. SPACING CONNECTED TO BLDG. @16"OC STRINGER POST JOIST TO: 4- 8d COMMON PER TOE @16"OC ULU (MINIMUM SILL,TOP PLATE OR GIRDER JOIST NAIL U (2)THRu- ENID DISTANCE BRIDGING EACH TOE x BOLTS TO JOIST 2 -8d COMMON END NAIL PB44 POST ' p BLOCKING 2 -8d COMMONEACH TOE ANCHOR "dia `� � 70 JOIST END NAIL FLOOR FRAMING G PIER 16"TREAD ° o A 'o © a ENMINIIMA CE sD ^ 2x JOISTS 1 0 ° o a 4• 12"x12"x12" y - V" Y V% GRADE ; a CONC SLAB °^.,a° •oo " ' • _ SILLS OR TOP LATE 3 -16d COMMO LOCKING TO: g BLOCK NAIL _ (AS REQ) x�•.�, _ •.a. °,�'• CONCRETE FOOTING �`A �`A" LEDGER STRIP EACH FACE BLOCKING FOR ". ' Y 3 -16d COMMON JOIST JOIST HANGER • Y Y TO BEAM " 4 n C"dia DECK PIER A JOIST ON LEDGER PER ..." „ IDs M,: LAG BOLTS 4� f r^'w `Q o O CONC PER PLAN '�3 ""'a 4 "1' a ,a; TO BEAM JOIST c 3—� F" PIER HOLLOW COLUMN UPLIFT 3 8d COMMON ` RIM JOIST/BD. o ' SIMPSON STRONG TIE MODEL STRRI/2 DECK POST FTG. CONNECTION BAND JOIST PER INSTALL AS PER MANUFACTURES -16d RECOMENDAITIONS 3 COMMON j . � ;.,.n",, DRAWN: MH/MS TO JOIST JOIST j .`, rE, v � LOCATION USP NUMBER DESCRIPTION APPLICATION �. ,�,,, �... �,>>,, ,y .,-,,,,,1 � �,.t BAND JOIST TO- 2-16d COMMO PER t - SCALE. 1/4"=1'-0" 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE FOOT r`,?tt r N � `e `'� 1' DECK/PORCH LEDGER CONNECTION w:' JOB#: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING ? .t, ;.;x October 19,2015 SHEET NUMBER Q�iv A- 15 REVISIONS- GEIN" ERAL NOTES. NAILING FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. BUILDING HEIGHT (SEE PLANS) RAFTER TO 8 WALL: 3-8d COMMON EACH TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10' WALL: 4-8d COMMON RAFTER I TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8' WALL: 31-8d COMMON EACH 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 to CEILING 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 CURRENT SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof complleted product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: 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 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFC;M - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 2 - 16d COMMON ROOMS OTHER THAN cLEEPING (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 Inches In concrete WALL FRAMING: STAIRS responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES GAURDRAlLS ANY DIRECTION 200 H precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 116d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION v� 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE O 4 - 116d COMMON INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE � Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type l exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 116d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE STUD O.C. NAIL Sym.: �y 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" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS SEE FLOOR PLANS � such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 11,6d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type ll exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR p length adjustment factors in table 3.16. JOIST, BAND JOIST, 2 - 1116d COMMONFOOT SEE NOTE: 1PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA.2 GROUND WIND SEISMIC 1---I 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING FROST WINTER 10ESHIELD FLOOD F�l determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING?.; HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT -' . - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 11 NONE concrete or masonrywalls occurin in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4 - 8d COMMON g 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 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" fang at 12" o.c.. Use approved epoxy for installation. 3 5 SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES BLOCKING EACH TOE 5). Unless otherwise noted all nabs on rade to be 2500 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON 6" O.C. SEE NOTES: 1,3 g p TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: ,--- 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 INTERIOR ZONE 8d COMMON 6" O.C. d COMMON 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) Q P Y 3 - 16d COMMON@ @ anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). P P g 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.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. J DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Z 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 EU--' the below rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be alvinized or stainless steel. 3 16d COMMON g p p g g g TO JOIST JOIST NAIL1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, o U BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. O1 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON A Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAI N G NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R®®F S H EATH I I� : 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/ truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL 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, QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For be'ow 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. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. MVFCM - 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 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashingshall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. ) g g JOINT DESCRIPTION N � Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) 4 � o where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD x 6 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS „ o Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3 6). Concrete piers shall be a minimum 6" above grade. p�� �p p � openings. LVL headers to have (3) jack studs and (2) full length studs on each side of "/)ALL S H EA'� 6-i I N GA: �" w @) `p openings. Bearing wall windowsills shall also have (2) window sill plates for 2x4 wall R� NOTES 41 v 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 60 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL o o° to girder(s). JOINT DESCRIPTION - THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. "t U and blocking where applicable. QTY. SPACING 4 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 5). All flush beams/headers to be installed with heavyduty alvinized hangers and Yp 8d COMMON1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall Y g g PANELS WFCM - SBC in U .41 anchors where applicable to all connecting joists. PLUMBING NOTES be used. - a7 7/16" OSB 3" O.C. EDGE Go v v 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub!. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with IS w 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. P-+ on plans. WALLBOARD 5d COOLERS 10" O.0 . FIELD 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2)• Verify septic system with the Engineer for Suffolk County Health Department approval. FLOORSH EATH I I V a 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). - 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL W JOINT DESCRIPTION 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 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ where applicable unless otherwise noted. p g p STRUCTURAL PANELS 6" O.C. EDGE 3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U HVAC SYSTEM NOTES sd COMMON 1" OR LESS 12" O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists -= Un � under all bearing walls. as required by current NYS Residential Code-FIREBLOCKING REQUIRED NTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblockmg shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2 HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTE'S ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. )• Y Y q 1). In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 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 sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. U 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontals aces such as occur at soffits, Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher p 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. �✓ members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run Enclosed spaces over subfloor as per manufactures instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, Shall be used t0> maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE p y 13). All bathroom walls to have 11/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 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 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION flame and products of combustion. to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of mails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). For the fireblocking of chimneys and fireplaces,as required by current N.Y.S. Residential Code. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced tol - 16d nail per fooit. INCLUDING SUBFLOOR,IS COMPLETE s : % 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. r" approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM , torch down type material over. y � DRAWN: MH/MS �� ` `.4'�:}a�,�y,. �,.� SCALE. 1/4"=1'-0.. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 411 , l a P P P tw JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. October 19,2015 SHEET NUMBER: ZA A- 16 1 REVISIONS I I \ ------—-————-—--------------—-—--—-———— �ljdl 'd LED LED 3Lin _ �3 0 LED 2, I I I R I I \ u (LED E 1 � � ) O _ R � \ z _ _/ \" ---Q---- ---------- ---------- �l SCJ 1 ,,. rT, \ ABOVE MANTL 1 I I I I I 1 ` frl t (VIF /OWNER) R � \t - ---- ---- --- - ------------------------1y--- % ►-� loll I I I 1 ILS_'91 I I \\ I I I I ` I I , I - ss^n \ I 1 1 S T I I I I I I ® `�i" ® P L A IN' Q L PENDANT SCALE: 1/4" = 1' LIGHT Z I I I I I I I I — r ——--—---------- ' _ ' O t ----------------------- I -' 4 Z PV. ------ --------------------------------------------------------------------------------------------------- U ---------------- t� + v ,f��Tll:; -(Y/)• FFF---III w � �' t ------- --- - - / / u \ 40 PENDENT t i -------------- v ----`--------i R N N / // W --------------------- R - Y ---------------------- , `-- , dt � I7777 I , \\�•\•. * , R HI I ♦ I I ^�SGrj��, --------------------- / ------------ ---------- - ----------- - 1 Y dt Jill I I I I , I ror r,rf, i t -Al I _-__- _- _ -_ -.-,-._---_ I FLOOR Ni9 - .r° a' ,?,.., `;, t• DRAWN: MH/MS 21\jumLA a? A, :''., :, •i SCALE: 1/4"=1'-0„ '1 I , !SCALE: 1/4' -- 1' , ;..{.fi ,u, JOB# I / ' ' ,a ` j` October 19,2015 SHEET NUMBER- t- I L/I rU ® 1 I