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HomeMy WebLinkAbout36962-Z Town of Southold Annex 3/13/2014 P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36802 Date: 3/13/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 195 Bay Rd, Cutchogue, SCTM 473889 Sec/Block/Lot: 116.-2-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/6/2012 pursuant to which Building Permit No. 36962 dated 1/31/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including one car garage covered front porch and second story deck to an existing one family dwelling as applied for. The certificate is issued to Weiss, Stephen & Weiss, Marie j (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36962 8/22/13 PLUMBERS CERTIFICATION DATED 3/10/14 K & K Plumbing/Heating t riz Sig ture TOWN OF SOUTHOLD A BUILDING DEPARTMENT ® TOWN CLERK'S OFFICE a4` 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 36962 Date: 1/31/2012 Permission is hereby granted to: Weiss, Stephe_n_& Weiss, Marie 195 Bay Rd PO BOX 147 Cutchogue, NY 11935 To: construct Additions & alterations including a 2nd story addition as applied for At premises located at: 195 Bay Rd, Cutchogue SCTM # 473889 Sec/Block/Lot # 116.-2-12 Pursuant to application dated 1/6/2012 and approved by the Building Inspector. To expire on 8/1/2013. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,504.40 CO - ADDITION TO DWELLING $50.00 Total: $1,554.40 Building Inspector V,J 4) 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. 1 New Construction: Old or Pre-existing Building: V (check one) Location of Property: 1QS aAin I RD C, V 1 C 0060 House No. St~reeet Hamlet Owner or Owners of Property: 5m1 L~~ ~ t~ 1'icr Suffolk County Tax Map No 1000, Section 413 0D, !O, z Block 1) / ~ Lot Subdivision / Filed Map. Lot: Permit No. ~~~1p7 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ;5L Applicant Signature pf SO!/jyOlo Town Hall Annex yy Telephone (631) 765-1802 54375 Main Road T Fax (631) 765-9502 P.O. Box 1179 roger. richert(cDtown.southoId.nv.us Southold, , NY Y 11 971-0959 ` ~ o~~~OUNV N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Weiss Address: 195 Bay Rd City: Cutchogue St: NY Zip: 11935 Building Permit 36962 Section: 116 Block: 2 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Daniel Wilcenski Elec License No: 4723-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 51 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures Smoke Detectors 2 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 56 CO Detectors Sub Panel A/C Blower 2 Range Recpt 1-50 Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 1-30 Emergency Fixture Time Clocks Disconnect 200a Switches 54 Twist Lock Exit Fixtures TVSS Other Equipment: (includes shed)-200a underground service 31 surface mount fixtures 2 combinatic smoke/co detectors, 4-exhaust fans, 1-GFCI protected disconnect and circuit for self contained hot tub Notes: Inspector Signature: c1 Date: Aug 22 2013 c 81-Cert Electrical Compliance Form.xls Town F1aQ 53095 Main Road Oy Fax (631) 765-9502 P.O.. Box 1179 Telephone (631) 765-1802 Southold, New York 11971-0959 ''KK(( 41 BUILDING DEPARTMENT TOWN OF 8()LrMOI.D CERTIFICATION Date: .j/ Building Permit No. 3 6 9 6 2, Owner. L Z-~ -tn (Please print) # 35 &I Plnmber_) L a jM p q Me4,7,r (Please print I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ~4-h (Plumbers Signature) Swom to before me this / l dayof 20 T7-1 - NotaryPublic, County CAROL HYDELL NOTARY PUBLIC - STATE OF NEW YORK NO. OIHY6189695 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 06130/2 ~o~,~oe soury~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION XFOUNDATION 1 ST [ ] ROUGH PLBG. /FOUNDATION 2ND [ ] INSULATION [ ] RAMING / STRAPPING [ ] FINAL [ ) FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I au- Dom. DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ] FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Ok_ d , DATE f 0 -S - /a- INSPECTOR _ 3 9 * ~OF SO-,4 ~wv v Mtemov, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUND ION 1ST [ ] ROUGH PLBG. ] F DATIO 2ND [ ] INSULATION RAMING / TRAPPING [ ]FINAL [ ]FIREPLACE 8E IMNEY [ j FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK : - L 1 DATE INSPECTOR of S01% A4J TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION V`ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE Z I / 3 INSPECTOR k ' 3~ G v h40y f SOON'- ~~bUNI'1; TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT N [ ] FO DATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ICAL (FINAL) REMARKS: ACC. DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY NSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ol-ME RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR 3 `E~ 1i holy OF soup, yo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ( ] FOUNDATION 1 ST [ ] RO EIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT AL) REMARKS: DATE 61il-3 Z11~3 INSPECTOR of sou 1* TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ]FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE 6Z WA INSPECTOR .I, OF SOGTy TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [,Vf FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR FIELD N REPORT DATR CONII?~NTS FOUNDATION (1ST) D . FOUNDATION (2ND) ~ ' z o-s-f o eLl c ~ s eL OC-' U ROUGH FRAMWQ & . PLUNZING r w INSULATION PER N. Y. H STATE ENERGY CODE 2 ZI 0. FINAL ADDITIONAL CObIMENTS S t / au Cs( CsCc e - o 13 14141- = oC~ G z m z la 'n S~rV~- mi c y J 'tom v- Cf 7i ~MW ^'J TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDIN,G•DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 -tsets of Building Plans a TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SouthoIdTown.NorthFork.net PERMIT NO. 3~0 96 -`lrheck SO, VC Septic Form N N. S. D. E. C. G E l°I E Trustees D C.O. Application Flood Permit Examined 1 I ,20J Single & Separate JAN - 6 2012 Storm-Water Assessment Form Contact: Approved, 20 2/ BI nG. DEPT. Mail to: hlk2fs tv~t1 tn!aN or snutHOt° Disapproved Qp~ I~l CUTCN a/c --7793q'J `~~~uu D(~Q N# I1Q~~ Phone: 7-5g51 / Expiration p , 2013 t Building Inspector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. x (Signature of applicant or name, if a corporation) QO Bo~c l y C~ iCHu, veNYI t 4351 ?Q35 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 5TO- H J t MARIE W&7S5 MARIE W&785 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1g5 Af PD~C~foG y House Number Street Hamlet County Tax Map No. 1000 Section /1/ ' Block 2 Lot 12- Subdivision Filed Map No. Lot 4 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 51 N6 LC- f%i MIG7 HOMe b. Intended use and occupancy SI N6Ge FA-Mm,y ljook 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ^ jss Qom, Fee 45 . (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor / If garage, number of cars - 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. r ' a 7. Dimensions of existing structures, if any: Front tot7, 3 Rear 3 Depth 1Z, 3 Height I r1" Number of Stories I Dimensions of same structure with alterations or additions: Front 70-z Rear D 'z Depth 3q Height Z 9' Number of Stories 2- 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 175 9$ Rear 175. Depth 150 10. Date of Purchase 94' Name of Former Owner IVAR& Wei e PoaZA~-l 11. Zone or use district in which premises are situated /2ES/0&-- r/ t /l -L 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO ? Will excess fill be removed from premises? YES NO 14. Names of Owner of premiseARWOAW W62!6 Address 1ff9*ty4?0CV X)6W Phone No. 7-?ZLS~( Name of Architect CAMa% 7)t PNt 5 Address24//0A'a,0,V ?/IFYtJ/dDPhone No 7Z7-/ 7~ Name of Contractor -r. o,p. Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_),/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, mast provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFD ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public, State of New York (S)He is the No. 01BU6185050 Qualified in SUffolk (Contractor, Agent, Corporate Officer, etc.) Comm ission Expires April 14, zq,a- of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application: that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this &-t6 day oQ~ 201 07f~rn L ~ n n-:7) Notary Public nature o Applicant Town of Southold Erosion, Sedimentation & Stone-Water Run-off ASSESSMENM PROPERTY LOCATM S.C.T.WP. THE FOLLOWING ACTIONS MAY REgUtRE THE SUDNISSI1x1 vim - ~ ( o STORM~IY TE 6 N D NA6E AND EROSI N N Tea On CERTIFIED DY A DESI N PROFESS THE A OF K SCOPE OF WORK - PROPOSED CONSTRUCTION 1T7.1~' 4i 0 / WOltgA3gF.43bffi~ p Yes No I WRI ~ PtclectTwo Cn inih gWA on R SW (Wide TolalArea of all Parcels located within Generated by a the the Total Total Area Area of of the Land Pr* CleacIft Parcels? b. a. What What Is Is thaSaP:ofYValt forPropoaedCot6on la • y. (Th chiseling dbrconsrtypyglp by , - D wd)brGrourul rbanoatortheproposed tdthepdrievie eswelasaA DDtlvpy'J AroGrvtou MAINt) P hentaeMkthuf Construction tsr.rawasl 2 PROVIDE BRi6@ PkOJF.(.T DYSCItiQ'PION tNw reaarpwlihareN Does the 8ls Plan and/or ft erdal am awN Pfoposed *Ads all Proposed Grade Changes and _ 06e, r 'Y,/,. Mopes Co hit Surface Water Flow. and 3 Does the SAM Plan www Survey describe the erosion h and sediment control practcea that will be used to control she erosion and storm water discharges. This item must be maintained throughput the Entire ? Construction Period. - 4 Wig tht8 Projec Require any Land Filling, Grading or Excavation where there is a change to the Natural Existng Grade Involving more than 300 Cubic Yards of Material within-any Parcel? - 5 Will this Application Require Lard Disturbing Acwties Encompassing an Area in Excess of Five Thousand X (5,000 S.F.) Square Feet of Ground Surface? 6 Is there a Nab" Water Course Running through fire Site? Is this Project within the Trustees jurisdicton Genets DEC SWPPP Requirements w within One Hundred (10(r) W of a Welland or SuMtss6n of a SwPPP Is requiau for al construction adMilles inwlvip soil Beach? da aaone(t)ormom athas: kkna dbksort,w trios tea„oneaae rut _ are Pont at e aq)er carmwn pion that we e ll eatillately diatrxD one or mom apes of land; - 7 Wla there be site Preparation on Existing Grade Sbpes ieckrerng Conabuceore actlwtea Involving sal trsbarxes aksa man we (t) true where which Exceed Fifteen (15) feet of Verfical Rise to the DEC has de er""d that a spore penrA Is required for slam waterdsNayea- one Hundred (100 of Horizontal Distance? I SWPPP's Sham meet the WrAnum Requirements of the SPDES Geaenl Permit 8 W01 Driveways, Parking Areas or ether Impervious for Sierra Watn Discharges hone Construeaon activity _ Pemrft No. GP0.10-001.) i. The SWPPP shell be prepred Prior to the submtbl of the Not The N" shag be Surfaces be Sbped te.D(red Storm-Water Run Off submitted to the DeparbnritPrior to the conanenwmeaa construction acrry. into and/or in tp dhecton ota Town rfghi*Pway? -1~ 2The SwPPPat" describe the erosion and sedinpe con" PacMOeaNW where 9 WIN they - Pr regWmd,gmtwnbuaknsMnwater monagarroM Practices OW ojegRation nd it ft0entofMon ofa . the Tow Righ ILWa orRo~dSho der eomMudedbmducetePolorroto$eadee dbargesaredto#a ardAhr Item tMtln the Town Removal conytlencewth the han arul=rAM mo a dtis pwmL In bddLODm wN SWPPPaAaI m lghFOFWay or Road S)ptYtler ' d~wakrdRdpa rpq. 'sl~h+naY rea>o~rjl ba expededbated tlm NOrE~krNshuwwa xariawarrpwmWwraod.p,.yarwm.t 3. AA 9YYPPPs tat Amy Arwntoi>tratwr.oda throughgn, Is MSwredwhe a Check Mark I i mgkof OoOF gudknsksmmternwagrnrdpragkro Ina BaaaM tlhaeagueta ant dtMabaap bbrwa-a P a.000 aF.atlkn aarr~ r tna~t6 a ~krwwleVOeabls p fidplm aml pm Pmka+taw tkemedM eypk Sa W oatlwMl asalkwMb uh HQkr Pr toksaoa mad gtrroana Irving: Aehrork YwkN)arswrAmwwpssm WnlbnYRe4wsd i rppwasm) STATE OF NEW YORK, COUNTY OF L.C. t~T..... L° SS That I being duly swore, deposes and says that he/she is the applicant for Kermit, And that he/she is the ~ I f (omher, owhYador,Agrr, Cerpraa Oacer,eta) Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work and to i make and file this application; that all statements contained in this application are true to the best of his knowledge and be)itF, and i that the work will be performed in the manner set forth in the application filed herewith Swore to before me this; day 4f 20 - . . . ...-'.....a ~ NotaryPublic: ..-f.............. i~ _.i...-..I... f. (Signahae of Applicant) 1 FORM - 06/10 CONNIE D. BUNCH Notary Public, State of New York No.OIBU6186050 Qualtfted in Suffolk County Commission Expires April 14, )I v ~~F SO//r Town Eall Annex 4 Telephone (631) 765-1802 54375 Main Road (631 76¢502 P.O. Box 1179 rogerAchertCa 'o`Wn. OU1Unl0f6.ny.Us Southold, NY 11971.0959 y BUIMING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED 6Y: Date: / a Company Name: Name: > License No.: Z _ z Address: a . /~a x ~l S' f o> Phone No.: 6 i Z ~4 JOBSITE INFORMATION: (*Indirates required information) *Name: Zoe i' Sf *Address: /jy_, /J~ aJ S•s-F~a I f *Cross Street: v S„ t *Phone No.: Permit No.: Tax Map District: 1000 Section: ` I Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) /.U I,rf a a-F rh ,1-e/?+ cam. (Please Circle All That Apply) *ls. job ready for inspection: YES Rough In Final 'Do you need a Temp Certificate: ~91 NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect derground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 1 82-RNuesF fo Inspection Form CHARLES M. THOMAS, R.A. PO BOX 877 JAMESPORT, NY 1 1 947 (631) 727-7993 December 20, 2011 Town of Southold Building Department Town Hall Southold, New York, 11971 Re: 195 Bay Road, Cutchogue, NY Weiss Residence Dear Chief Building Inspector: This letter shall certify that the existing septic system at the above referenced residence has been inspected by my office and that the existing system can adequately handle the addition proposed as the addition proposes no additional sanitary flow. Specifically, the existing sanitary currently services the 3 existing bedrooms and 2 bathrooms. No additional bedrooms or bathrooms are proposed. Please let me know if you have any questions or if you require further information. Ve tr ly your , ED AR~ arles M. /omas, R.A., PLLC A cc: Mrs. Weiss (1)~ CMT/dch A o2aos~ COQ OF N~ TOWN OF SOUTHOLD PROPERTY RECORD CARD _C M OWNER STREET VILLAGE DISTRICT SUB. LOT pafie 0 ORMER OV~NERM.vjell 54 f'T 16c*) N E / ACrGE A OO}q r d d a! , c..Jv S W TYPE OF BUILDING / V ; ~ i eN Pow e rt -Th-u 1 /~I C ~i RES. ~Q SEAS. VL. FARM COMM. IND. CB. I MISC. LAND IMP. TOTAL DATE REMARKS Z 3 0O p O Q d w ~ ~ ri J 300 746 11 7alg 14 S'o6 J~~oo i o-L lZ(oylo 3LSS- l tv)lISS+a no N c, sod 6 3 Qa s' z, 6 I II I - L 12l~%p5~6 rss Banns P (s,c Aao0, S O .3'16 t7 S20 RF ii 15-00 O ~700 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE Farm Acre Value Per Acre Value Tillable 1 D 1_S-5-~/f d Tillable 2 Tillable 3 Woodland Swampland Brushland e. House Plot Total - - - - - - - - - - - - - f - - - - - - - - - - - - - - - - - - - - ~L F e i I~ M. Bldg. zGX~P= _ ~~i~/ 3 Q Foundation ~ Bath / Y2- I Extension / 2 X 6 _ 7 z y~ 6 Bosement V Floors GU IIIK Extension Ext. Walls GlQ Interior Finish Q Extension Fire Place Heat b' tV /3~ E 3 f c ft L J 1'U r/c Porch Attic Lf KY Porch Rooms 1st Floor I Patio Rooms 2nd Floor Breezeway Garage l ~ K v = 16 ~ 2. (p D veway O. B. _ te' V~ V BTA/ f f/ ~YK MC l 0a ~BL y~9b SooGMi/f 3x36 ~~/i pf SO~lyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road 4 Fax (631) 765-9502 P.O. Box 1179 ell Southold, NY 11971-0959 coulm,Nc~ BUILDING DEPARTMENT TOWN OF SOUTHOLD March 4, 2014 Marie & Stephen Weiss PO Box 147 Cutchogue, NY 11935 Re: 195 Bay Rd, Cutchogue TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of $50.00. (,yJ/f~ Final Health Department Approval. *tplumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP 36962 - Addition/alterations I c Eri J CHINO TITLE-I1`177ACE CO`1P.ANY- (a;s) ILi•d;5 TITLE # oo 06 6 , i Q M,41 A> OF"' or> ER7'Y Q SU t YEYE~ F-oAe ~R A~- . ' I ~hous~ i~ e 1~ I I H 3 4 <S4 JNAUTHDA REC Alii'. ail ~4 ^7 ~n mS env r vle-_.: 1 EOwr I ri is T , q, CJA'Arr Y~,~ ~~J.~I~~L. K ~9 ci kV Tc T, ; . TITLE CC.: 1 LENMNG 1.:7- TO THZ AS_:9' TUT:ON. CJA:._.,., 1. - To Aviacr:u O' N'n5. C> uarars i/ce~ fo reAe Guoron e-c? -7 Y4 o~ !`stage Co. ors St~rr~ycc.l ~~Ca ~G /?/e° 46- SURV~ ( OF PROPERTY 51TUATE: GUTGHOG)E N TOM: 5OUTHOLD SUFFOLK COUNTY, NY SURVEYED 01-Ib-2005 w E SUFFOLK LOUNTY TAX a 1000-116-2-1I S CEW II 7'O: Madl.Ra6vbm Am T. Rnhubm Land Now or Formerlyy OF ) North Fart Goontry Glvb y.^ZyL, S89°42'10"E 153.78' I c^~; ,moo r clog II O 1 Stor ~ HOUSg . F Y W c d Frgme UP ZO ~ pgeroW e _ F ? ga nervy, Q 'r, ew.ye - ~ F~ ° N76- 58'20"W o i Loco No 150,00, 2 0 onk Por Former II fL ole k. g 14 oF: c F we Case a J I i I I 1p % NOTES. . MONUMENT FOUND llllll AREA 26 JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 ~GRAAPHICC S_GALE = 30 RIVERMEAD.NY. 11901 6_.m 369-8288 F. 369-8287 REF NServedd\PROS\05-239.,ro EXISTING LOT COVERAGE SURVEY OF PROPERTY HOUSE, CELLAR ENTRANCE & STEPS a 1,677 SO FT SITUATE 1.677 SO FT CUTCHOGUE 26,397 SQ FT _ 6% TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK PROPOSED LOT COVERAGE SCTM # 1000 -116 - 2 - 12 HOUSE, CELLAR ENTRANCE & STEPS AREA as 26,397 sq ft GARAGE, PORCHES & CABANA 2,636 SQ FT 0.61 acre 2,636 SQ FT _ 10% 26,397 SO FT 0 30' now or formerly arm d. tobin metal fence 0.4' north 0.F north S76°58'20"E 150.00' / 0.V-t chain link fence 0.4' south 11 emm concrete concrete 0.7'south monument chain !Ink lance monument found 0.4' north found 0.3• east Fig T Q; d Q v ,y 60.1' 60.1' 3 `o m oz proposed garage cy balcony above O 23.0• 39.2' - _ a unnty carne c over-has - chaln link fence 7.7 - on li a 4 ILl 5,r(, 4`v con. t 28.3' S !O-/J arc's asphalt drive 20- prop sod 37.7' ca na @ o m t 18 100 ar:0i O I I p en proposed a E:, Ct ~m t~ o• c c 16.0' porch n $,G 0 0 :r n ,i e . t k yQ'.0}n. rt.. .71 - YEV gj! . .v1:?.y..... 0 6 W Mc 2 E :.:.:..C. n. I n o M ]'diameter entrance 'Q c. O 3 6 concrete--Q '263 8.0• O C ."*I o at W cover i I ?1.T Cy•_ I~~ O C e} 0 "4 u.proposed ~N 45.6' Patio 45.6' O M M 0.7• north / 0.8. ..at /north online concrete metal tenea 4.S seat monument found N76°58'20"W 150.00' concrete now or formerly °o monument now Joan a or. gillen formerly own fitzgerald r paul It. gillen shown gtzgerald NEW SUFFOLK AVENUE '0 CAC , ~O ~CyF C+ 7k' ® 05p0~ y`js 4 J+ n 5 JOHN GALLACHER LAND SURVEYOR 59 FLORENCE DRIVE REVISED : DECEMBER 30, 2011 ( PROPOSED ADDITIONS) MANORVILLE, N.Y.11949 SURVEYED: OCTOBER 4, 2011 (631) 874 - 0400 EXISTING LOT COVERAGE SURVEY OF PROPERTY HOUSE, CELLAR ENTRANCE, STEPS SITUATE PORCH, SHED & PATIO =2,331 SQ FT CUTCHOGUE 2,331 SO FT - 9e% p TOWN OF SOUTHOLD ,r 26,397 SO FT SUFFOLK COUNTY, NEW YORK J, SCTM#1000-116-2-12 AREA = 26,397 sq ft 0.61 acre 0 30' now or formerly arm d. tobin metal fence 0.4'rumth O.Trnnth S76e58'20"E chain link fence 150.00' / 0.3' sad 0.4- sou h west / concrete concrete monument metal fence chain link fence monument 17'sot th found on property line 0.4' north found 0.3' east T y c y y 'o ti ti w m 3 - 70.2' , _ - `o 3 c E O O stone drive electric ^V ~ meter chain link _ fence n fin 1 38.1' outside 519' s shower 2D' - I no roof) to 32.0' 27.8' tV m frame E o prlva.y M1ot bdck wall tub patio w 2.0 rr brick /rams. brick brick O 0 A, stape .had -.taps steps N N 2.0 ro 4 toe' a N O 7.8' r= tT frame t privacy brick 2 a' wall patio L d cellar 4 O entrance O N O 6 me 28.3' C C Telemeter O = r•, concrete O rV cesspool cover O H o y O 45.6E 49.6- 0 0 I"1 M t•l E 0 O z cif north 0 cif metal (once east cM1ain link fence mnth\ / OF n.nh online concrete metal fenu 4.5'east monument N76e58'20"W 150.00' found concrete p monument now or formerly o found now or formerly nicole Titzgerald yt joan a. gillen shawn Fitzgerald paul h. gillen NEW SUFFOLK AVENUE OF NFyy y~P ~o~N GAL44 r0 r a 0 <qND gel AA. J HN iGALLACHER D SURVEYOR REVISED : OCTOBER 4, 2013 (FINAL SURVEY) 59 FLORENCE DRIVE REVISED : DECEMBER 30, 2011 (PROPOSED ADDITIONS) MANORVILLE, N.Y.11949 -AA SURVEYED: OCTOBER 4, 2011 (631) 874 - 0400 REScheck Software Version 4.4.1 Compliance Certificate Project Title: Weiss Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 195 Bay Road Marie Weiss Charles Thomas Cutchogue, NY 195 Bay Road Charles Thomas Architect Cutchogue, NY 206 lincoln at 631 734 5951 Riverhead, NY 11901 631 7277993 Compliance: 0.7% Better Than Code Maximum UA: 137 Your UA: 136 The % Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or rust relabw to a minimum-code home. Gross Cavity Cont. Glazing UA Assembly Area • • e•• Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 1100 38.0 0.0 33 Wall 1: Wood Frame, 16" o.c. 848 15.0 0.0 55 Window 1: Wood Frame:Dcuble Pane with Low-E 134 0.340 46 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 53 19.0 0.0 2 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to comply wit mandato equirements listed in the REScheck Inspection Checklist. G Name - Title ature Date J ?P 9U'~~1.t j i 7k i 024061 COQ OF N Project Title: Weiss Residence Report date: 01/26/12 Data filename: C:\Users\fred\Documents\REScheck\weiss.rck Page 1 of 3 r REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ? Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above-Grade Walls: ? Wall 1: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: Windows: ? Window 1; Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes - Frame Type Thermal Break? - Yes - No Comments: Note: Up to 15 sq.ft. of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Floors: ? Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ? Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ? Recessed lights are either 1) Type IC rated with enclosures sealed/gasketed against leaks to the ceiling, or 2) Type IC rated and ASTM E283 labeled, or 3) installed inside an air-tight assembly with a 0.5" clearance from combustible materials and a 3" clearance from insulation. Sunrooms: ? Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ? Materials and equipment are installed in accordance with the manufacturer's installation instructions. ? Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ? Materials and equipment are identified so that compliance can be determined. ? Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ? Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ? Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ? Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ? Air handlers, filter boxes, and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ? All joints, seams, and connections are made substantially airtight with tapes, gaskeling, mastics (adhesives) or other approved closure systems. Tapes and mastics are rated UL 181A or UL 181 B. ? Building framing cavities are not used as supply ducts. ? Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ? Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Project Title: Weiss Residence Report date: 01126112 Data filename: C:\Users\fred\Documents\REScheck\weiss.rck Page 2 of 3 TAmperature Controls: Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. ? Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: FI A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD: (Building Department Use Only) Project Title: Weiss Residence Report date: 01/26/12 Data filename: C:\Users\fred\Documents\REScheck\weiss.rck Page 3 of 3 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling I Roof 38.00 Wall 15.00 Floor / Foundation 19.00 Ductwork (unconditioned spaces): Glass & Door Window 0.34 Door Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments: q._ I w ; T dIOZ 9_ NOS 1 p''r?a-- ARCHITECT RIDGE VENT ` u 2 REVISIONS O E S C R I P i I O N RAISE EXISTING BRICK CHIMNEY 777 - ~ 2" ABOVE ROOF 'OF SHINGLES 6/4/12 RIDGE VENT RIDGE VENT ASPHALT ROOF SHINGLES- -F230 230 1921 E AR R ECTION SHINGLE I I I W CEDAR PERF CT? N SHINGLES U Z Fu T11 z Li o I GI e51D aslG 0 ° E RF CTION S I LE LE ° W GRADE o -0 ° ° CLOPLAY O.H. DOORa AS SELECTED PER OWNER o- WAE W E S T E L E V A T 1 0 N SCALE: 1/4" oW o Q 0 U) ° 12 o1 12 1212 Q S ' ~12 m Z>11 n._ W 0) I - I I b I ASPHALT ASPHALT ROOF SHINGLES m II ASPHAL" - - - - - J_ Charles M. Thomas a r c h i t e c t 3'-11" 7 T-0" PO BOX 811 JAMESPORT, NY 11947 (631) 727-7993 "-IY 0 o O I I PROJECT ao I r CEDAR WEISS RESIDENCE SHINGLE 195 BAY RD CEDAR PERFECTION SHINGLES CUTCHOGUE, NEW YORK GRADE GRADE ELEVATIONS S O U T H E L E V A T 1 0 N N 0 R T H E L E VA T 1 0 N SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1`0" The design of this structure is hosed Of Lure is bused upon prescriptive approach using the DATE. 04/2E./12 Wood Frame Construction Manual (WFCM T Manual (WFCM) 2001 SBC published by The American tA~ PROJECT N.. Forest and Paper Association, Non- Sir York State 'RESIDENTIAL CODE January : atlon. Non- Structural elements are based upon the New DRAINC BY. CUM T. CODE January 2010. CHR BY. SUBJECT TO DAMAGE FROM GROUND WIND SEISMIC WINTER ICE HAZA LIVE DEAD 11 ROOF UPLIFT LOAD WALL SHEATHING USEI, EATHING USE/ HEIGHT NR TYPE OF =„*1L DWG Na. SNOW SPEED DESIGN FROST DESIGN ISHIELD HAYARDS LOAD LOAD SUCTION LOAD OCCI LOAD (MPH) CATEGORY LINE TEMP, UEUIRED ENT CLA6 LOAD OCCUPANCY FREEZING CONSTRUCTION W0011 00 CLASSIFICATION INDEX IWEATHERING DEPTH TERMINATE DECAY REQUIRED lope 46 PSF 120 B SENWE I 46" ,NrODERATE SUGHT n Y E a FRW 1996 40 PEF 20 PSF PERIMETER EDGE ZME - 6,72 PSF EDDE ZONE - 66.6 POP RE a6.6 PSF RESIDENTIAL 27' 610 TIFF V RGVY LERATE FlRN MAPS INTERIOR ZONE - 61,4 PSF INTERIOR ZONE - MA KF E MA Per _L CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS :Y WERE PREPARED. REUSE, REPROOUCLON OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, 19 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIN THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERMCE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECTMAND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. MT Al I OkFICHITE:CT REVISIONS D E S C R I P T I O N BLU BLUESTONE STEPS 6/4/12 TO GRADE ' 3'_1~° 6'_7~° 14_87.i 9 22 ? ? 6'-10" 10•_1„ 5'-1" I 12,10„ I 9 LUE TONE D 2 P 0 ¢ d npl rmao Q A GIVE ¢ N N N o 1 X 1 N N N `x 1 I N v 0 cy 5 I ~1 NI v N v wm REMOVE AND REMOVE REA DOOR F 2"xi D" AC4 J 2"X10" ACQ JST. 2"x10" ACQ JST. REPLACE EXISTING NEW 'MN OW wm O 12 O.C, O 12" O.C. ® 12" O.C, CABINETS PER ExPOSEO 3 2 3 2 EXPOSED I EXPOSEED OWNER EG E55 EG E55 FN 6068 202 2052 24121 0 } R-R"xl2' HRR -2N12" HDR z-2"w12" H?R 2-2'x12" NB 2-2'x1ROOR i 3 REMOVE E%ISTING E%ISTING REMOVE E%ISTINC ® ® L- 7 CLOSE DOWS WINDOws r WINDOWS W ~w~ II II SHORT WALL W/COLUMN M LIM Bu IL D II Hp, (PER OWNER) I EXISTING .n w F Uw r ~w LI VING a 'u E%AINDED KITCHEN Z Z R OOM 0 R1 NI ~I N~,1 C j O spaRE REMOVE EXIST. RB°N Op°E NONE F U O^OE=R ~ VI `J ~OB¢aiaR ~ STAIRS ¢cmR - - - - - - - - - -E77 ° ° V m :o z III-LINE OF EXIST. WALLS LINE OF EXIST. WALLS o r _ _ _ `JI -II---I}'J)I-1II I TO BE REMOVED (TYP.) u ry ^ 1/ ID JZ 1- 0 O w O TO BE REMOVED (TYP.) r - - - 1 Q-o L LIN °i-r°z"cTare oW vryw ~ 0 8-0 no-CARBON IOE X TIN 4-6" REE. m S~ n w (2) 11)/e" ML FLUSH LOSE OPENING LOSE OPENING (2) 117/9" ML LUSH A A G I ~ I 11 111 I;Tq ISO o ° -0 0' 1 I ® CC. 'ol n INDICATIVE OF ALCOVE ALCOVE DN.6A, o o- NEW CONSTRUCTION 5'-2~" rv (TYPICAL THROUGHOUT) P F J T ¢ n N AI 1n L R O C o x 1 o 0 z z 2 Ili CONVERTED m f F O a 2 PORCH RAFTERS M m O F F I C E a m 'IN I bl ,I 4 024" OC I L CJ l J v (EXPOSED) O \ In z M L 1 oW H- LLI e ,WOb 11 l I EXISTING ZED N BRE 5R a CO IL. -DEMCrOR 0' - 1 W~ G U E S T A l E]. - Of L. J) ° BEDROOM a III B5 CMI usT O DETFEaR m FAN TO E% IOR cn o ^MO \\/I ~ 0 I TO ELX V o 7 UP - -LINE OF E: ST. WALLS 13,_2" 2 +0" 15 TO BE RE VED (TYP 13'-3' EXISTING (3) 2X12 GIRDER ~ 0 I -(DE 10'-11" 11,-A„ 7 m - - - - - - - - - - HOR z-z'xlz NDR 2N12' NOR I L - 2-2"02" HOR 0 3046 3046 A% 2111 EGRESS EGRESS b A% 211 o 26510 28510 `o Q o )IA PERMS Q' b 2' iv a-O^ o w 12" DIA PERMR 2-2'02' noR S o COLUMN CCLUMA n / I Y ~ I ASOSELECTED PER OWNER \ a0 ® ER LL Ll C-) \ P R O P O S E D SEUBEAT ECT u.n 00 a "rB" 140RCH RAFTERS I \ I WOOD POR "x K " 016 cc \ w x L E G E N D W N Ist, FL. ADDITION - 29 SF IJWI 'M~ral (3) 2X12 GIRDER _ _ _ _ L a - EXISTING LIAR t; IL WOOD STEPS T GRADE. TO BE REMOVED NUMBER BE 5 5 TO BE J DETERMINED 0 SITE - - - - - - - - - 1 12" DIA PERMA CAST - PROPOSED FRAME WALL 5 COLUMN 4-4.~" 4'_695• 12_3. 60'-2' Charles M. Thomas a r c h i t e c t FI R S T FLOOR PLAN PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 SCALE: 1/4" = 1'-0" PROJECT WEISS RESIDENCE 195 BAY RD CUTCHOGUE, NEW YORK OAT: 04/26/12 PROJECT No MAMBO BY. C.M.T. CHH BY. OWC N. ?A - 002- 00 z OF6 Y WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT IMTH THEM SHALL CONSTITUTE PRIM _L CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. '`sf~~~ ARCHITECT r~ REVISIONS D E S C R I P T 1 0 N 6/4/12 I, I I, I, IIi 60 60'- 3._0.. 20._1.. 25•_2" 11'_11" 6'-2" 4'-2" 4'-2" 5-7" 5-7' 14'-1" 14'-1'• 7._0" 2•-6'• 1 s' 1r' 5 SHED 3046 3046 DORMER - - - - - - - L - - - - 24310 24310 EGRESS EGRESS Fl- - - - - - - - - - 2-2"x12' HDR 2-2'X12" HOR - - - - - - - - I, m W ~j A% 31 AX 31 A% 31 Ax 31 b , 2-2'02' H R' MASTER ~ I U Z W a i" O HN 10 oBATH all z~ 5 Z D 125 CFM EXHAUST N E W FAN TO EXTERIOR M A S T E R -1 5-11" 61-0" ~ M ° 0 ° -10" NNEE ALL O O 3._0.. . 19._9.. B E D R O O M zsse o= L = 1-1 JI SHOWER Q^o°ciaR u 0 Q I m W N ~ o Q U @ N J `a p W M 6 0 tl 0 ~ z Ni g o~ LINE OF 8' CLG _ N - I l7 N mz41 I Jw o ° o m ~ n J~ o A T T I C ~ zssa 2668 (3)12"IML HEADER a O -1 as m o OR ~o wsuL ffLUSH W~ - a o- N N a N UNFINISHED N o wsuL n co Y " IIOR qd. •j 6 _DETE 26 fi8 I Q 'w w R 16R M C-uoaR=R I 02 X. .T. Z 0= TT7z-s = BALCONY N~ _ l Q~ TING BALCONY CON UCTION N F3 ` 2666 S~TE W SINGLE PLY RUBE ROOFING ROOM OVER 45;# ROOF FELT ON /4" COX PLYW NOD oW 6'-10 KNEE WALL N L Z J r , SHEATHING. 2"%1 O" ROOF AFTERS 016„ C.. W WATH CLG J CLOSET PITCH ROOF FRO RESOENCE b a. m W-7- O I , I Y-10" KNEE WALL W~ 2068 3' 10 KNEE WALL N N 1I I i o $ II s6 o I 0 m w ~I B•-1" 2065 cLaSET 9 O' m I n m n I I m n I 2-2"x12" HDR ~ 2-2"112" DR L1 = 2010 - - 2010 - 28510 28310 o I o cENTE WITH c6m wlRl Q I N - - - - - - - J r wINGGw eELaw vnNOOw eELDw L - - - - - - - - - JJ N o m 2'-0" 2•_0•• 2'-0" 2'-0" L p._8~.. 5._51.. 8'_51" 4•_81. 4._81.. L_ll- 4-u a-u 3•_0" 20--1.. kk 2nd, FL ADDITION - 597 SIF W LINING SAE S E C O N D F L O O R P L A N SCALE: 1/4" = V-0-- Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT WEISS RESIDENCE 195 BAY RD CUTCHOGUE, NEW YORK PLANS DATE. 04/26/12 PROJECT No. DRAWING BY. C.M.T CHN BY DWG No, 003-00 3 OF6 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SEANCE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL. SITE FOR WHICH THEY WERE PREPAREC 7Y WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT,MISUAL CONTACT WITH THEM SHALL CONSTITUTE PR ALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 12'-0" 8" POURED CONCRETE FOUNDATION - - - - - WALL ON 8"X15" POURED CONCRETE FOOTING MT \~~~ryHi. I ~~trJ CENTER PATIO ON ANCHOR AND BOND TO EXISTING FRENCH DOOR WITH #'5 REBARS 012" O.C. VERTICAL SEE FIRST FLOOR PLAN 4" POURED CONCRETE SLAB 4'-10" c OVER 6 MIL. POLYETHLENE ° REVISIONS OESCR I PT 10 N - - - r I VAPOR BARRIER ON WELL 1 1 11 11 mil I I COMPACTED POROUS FILL 5 6/4/12 I I in I 4 I I CONCR BLOCK WALLS --J L - 71 117 1_71 Ii 17 r--- UP - UP I I REMOVE EXISTING WINDOW REMOVE EXISTING WINDOW ~I u NEW GONG BLOCK NEW CONC BLOCK uCRAWL SPACE I I I I REMOVE EXIST. 2'_0° L -J' °o E X IS TI N G STAIRS - -J I LF x~ C E ii L A R 'Fi I III NEW INFILL r r N FRAMING T0-t I II 3-2" X 10" GIRDER MATCH ~IpI EXISTING EXISTING 0II~ _ t L - 24" X24" POURED CONC W I I PIERS ON 30" % 30° % 12° H~ - DEEP P.C. FOOTING r-~ r-~ r- t --t r--I r-~ (MIN 36" 6G) I F L-J L-J L-J L-J L- L-J L-J L.~J__ z F N Z Z W ~ I I r R POSED CELLAR STAIR ELECTRICAL E X I S T I N G X Lr__ - GARAGE w w 7D 0 - 1 NEW FOOTONG S L A B n O 0 m AND LALLY COL r P MOHE I II I D D OO ~OE2CT49 Lr 10 Y W "O 10 a i1 v IN IN ©^~EiECMIDE O I I I v I BOILER N® up I I b z 2R - o 0u s B" POURED CONCRETE FOUNDATI io LANDING WALL ON B"X16" POURED Hwn L - -T CONCRETE FOOTING I I ANCHOR AND BOND TO EXISTING WITH #5 REBARS 012" O.C. VERTICAL LL Z/ L - - - - - - - - - - - - - - - - J ? 71 v - - - - - - - - - - - - - J I ~ L-~ W - - - - - - - - - - - - - - - N 2°X10" ACO LEDGER - - - - - - n L J I1 0 r F _ - - - - - - - - 7 1 - - - 12"a TUBE FOOTINGS -1 L3 - - - - _ _ _ _ 10k REMOVE EXISTING MIN 36" BELOW GRADE a o W o STAIRS (MUST BE VIRGIN SOIL) 'DI 'm 23'-1" m 16'-1.. m II 12'_3,. V / II x II I I "I I I N t2'-4j' 0 Q -_-~i - 3 2X10 ACC GIRDER - - r 2"x10" AC JST. I 2'k10" AC JST. 0 u 0 72" O.C. I 0 1 . I LL I II V-0 15'-9z" EXISTING - - - - - - - - - - - - - - - O I-~------ - - - - - - - - - - - - - - - - EXISTING W r n II KI M A r I n m c- I n n? D I A o I A KI III O) . W II -----------J - r-------- ~J I SCALE: 1/4" = 1'-0' ' I I I I I ~ III 4° VENT I IIX®i I I ~ ~ i-c 8' ~I I a o~ ICI -------------I THRUROOF I x ~I I_ a I I I JIIILI I N I I I I ~I I r N® N® I I I 2° ~I I I x~ I N I o~ 12" ML RIDGE n I n ~ II II I I 312 FML HE R 12" ML RIDGE 12" ML RIDG I I 2"V j 1-1/2"V--b L)I I I I / \yo~ ,o ~ II I II I I , I W.C. ~ I I Charles M. Thomas I I ~ ALCO Y I N0 SHOWER a r c h i t e c t SECOND Fl SECOND FLOOR PO BOX 811 JAMESPORL NY 11947 (631) 127-1993 xQ yo 2' 2' PROJECT I ® I I WEISS RESIDENCE I I, 195 BAY RD I II / CUTCHOGUE, NEW YORK 2"X10" R.R. 2XWR.R. II I J I II ~ I I~ ~ - - - - - - - - - - i CONNECT TO APPROVED FOUNDATION PLAN J F.A.I. & SANITARY SYSTEM I / ROOF FRAMING PLAN L---------------------~ FRAME REVERSE THRU LI I I V W BACK TO BATH WALL O I \ AND LAYOVER MAIN ROOIF I- - - FIRST FLOOR I---------- --J CATS; 04/26/2 I 3" PROJECT No. I ~ \ rco I ml \ p co DRAWNO BY. C.M.T N CXH BY DWG N, I I Z"v6' p1fiH OCFTERS f \ ~ I SAM Xk 004-00 R 0 0 F F R A M I N G P L A N PLUMBING RISER DIAGRAM 40F6 I I 2'MO" PORCH RAFTERS \ X16 oc -------------J - J SCALE: 1/4" = 1'-0" SCALE: N T S Mai HALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, FEY WERE PREPARED. REUSE, REPRODUCTION OR PUBIJCATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE P THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERNCE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARE MT PROVIDE RIDGE VENT ARCHITECT REVISIONS D E S C R I P T I G N 6/4/12 ASPHALT ROOF SHINGLES 'a I a0 ' W ® U IWI z Z ~ 0 0 E Li U - - - W c r. faoe o 0 o- E A S T E L E V A T 1 0 N 3 SCALE: 1/4" = V-0" Q~ oW 12" M.L. RIDGE BEAM o~ 0 0 TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLE ROOFING TYPICAL ROOF CONSTRUCTION o~ OVER 151 ROOF FELT ON 1/2' CDX PLYWOOD SHEATHING. ASPHALT SHINGLE ROOFING ucnoN o 2"XIO" ROOF RAFTERS 0 16" OX. 12 OVER 15/ ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. ~12 2"X10" ROOF RAFTERS 0 16" O.C. 10D SHEATHING o 12 SHED DORMER BEYOND \ (o m n - \ \ \ \N E ROOF BEYOND ~TypICAL CEILING CONSTRUCTION (RUCTION ) T I C \ \ 2" X 10' CEILING JOISTS 016' O.C. O / / \ \ W/ R-38 BATT. INSULATION 2UCTION o III / W \ \ /-11 7/8 TJ FLOOR JOISTS 016'0.C. f4o~ f TYPICAL FLOOR CONSTRUCTION /AA R Fr i Fri \ \ W/3/4" PLYWOOD SUBFLOQR TYP TYPICAL WALL CONSTRUCTION /VII/~E D III 0 0 M 1/2' GDX PEYWDI CEDAR. SHINGLE SID NO TYVEK HOUSE WRAP EXISTING R(~0 RAFTERS /2' COX PLYWOOD SHEATHING ON 2"X4 WD. STUDS 0 16' O.C. / I~ BBB REMOVED I j o m 0 , \ o PORCH ROOF - ASPHALT SHINGLE ROOFING R-16 INSULATION / I IIII / OVER 15 ROOF FELT ON .T SHINGLE ROOFING N 12 _ _ / / / ITV / / / ~ ~ ~ ~ \ \ \ \ \ II II II II \ a3 2/X6" CTS OF PLYWOOD EATHING, RAFFT RS 01fi SHEATHING, 4 16" 0 C. NEW 117/8" TJI JOISTS OVER EXIST. \ \ \ ` EXISTING ULU. JOISTS TO REMAIN CONTINUOUS SOFFIT -o " `(3) 2X12 GIRDER Charles M. Thomas VENTING CONVERTED a r c h i t e c t E X I S T I N G O F F ICE c PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 EXISTING EXTERIOR WALL K 'I T C H EXISTING EXTERIOR L TO REMAIN TO REMAIN PROJECT WEISS RESIDENCE 195 BAY RD EXISTING FLOOR JOISTS TO REMAIN 2"x S" ACQ JST. CUTCHOGUE, NEW YORK 0 16' D.C. 3) 2X10 AGO GIRDER GIRDER EXISTING 12"0 TUBE FOOTINGS o )TINGS C' = PLANS C E L L A R~ MIN 36" BELOW GRADE M ! GRADE n (MUST BE VIRGIN SOIL) EXISTING BLOCK FOUNDATION WALL IN SOIL) TO REMAIN DATE 04/26/12 PROJECT No, DRAWING BY. C.M.T. CHN BY DWC Na. C R 0 S S S E C T 1 0 N 1 005-00 5 SCALE 1/4" = 1'-0" 5 OF9 WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, R. 301.7 CORNER AND TOP PLATE FRAMING TO ACCOMADATE TABLE R F ST 10 STS ALLOWABLE DEFLECI ON 0 STRUCRURAL MEMBERS PIPING - R602.7.2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING JOISTS OR APPROVED DEFLECTION f ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/160 SLOPES THAN 6 W/NO TOP PLATES - FINISHED CEILING PLATES SECOND STORY TOP PLATE- TOP PLATE SEE DRILLING AND GYPSM BOARD INST M BOARD WELNIN TABLE 3.1 ATTACHED TO RAFTERS NSTALLLU STUD INTERIOR WALLS AND H2100 RDANCE WITH PART70NS NOTCHING PROVISIONS 16d NAIL A 4" O,C, ACCORDANCE WITH JOIST IS PERMITTED TO STUD BE CUT OR NOTCHED BORED HOLE MAX ceoINGS~D PLASTERED L/350 FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- SEE DRILLING AND SEE DRILLING AND DIAMETER 60% ALL OTHER S STRUCTURAL L/240 BOOED HOLE MAX MAX z BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH 'TH WFCM SECTION 3.3.1.1.1 1 WFCM SECTION 3.4,1.11 WOOD STRU( 1/3 SPAN /3 SPA INSTALLED II WOOD STRUCTURAL PANEL sNT'DCO WALLS W/ PLASTER OR 1/360 OF STUD DEPTH NAIL AT 6" O.C ,,ALL PANEL EDGES) WITH WFCM NSTALLED IN ACCORDANCE 5/8" MIN. TO EDGE 5/8" MIN. TO EDGE WITH WFCM TABLE 3.1 EXT. WALLS-WNO LOADS L/240 GE IMTH BRITTLE(b) FINISHES T JOIST ENDS TO BE 8d NAIL AT 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WNO LoaOS L/240 FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WTn F-Efl a FlwsnES NOTCH MUST NOT EXCEED 10T EXCEED 5/8" MIN. TO EDGE FOR BLOCKING FRAMING ME PANEL EDGES 40% OF STUD DEPTH NOTES: L- SPAN LENGTH, H = ST=AN HEIGHT 25% OF STUD DEPTH DEPTH ° BAND JOIST ND BRIDGING BLOCKED AGAINST PANEL EDGE OuTST TOP PLATE OR BLOCKING SEE WFCM SECTION 3,3 ROTATION IN ACCORDANCE (4) CORNER DETAIL c. The wind load shall be permitted to be token as D,7 times the component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT SHALL NOT w WITH WFCM 3.3.1.3-END RESTRAINT GYPSM BOARD INSTAL BOARD INSTALLED IN deflection limits herein. BE LOCATED IN THE SAME )ANCE NTH WFCM TABLE 3.1 BORED HOLES SHALL NOT b. For cantilever memebers. L shall be taken as twice the lenght CROSS SECTION OF CUT OR V THE SAME IF HOLE IS BETWEEN 407 AND 607 0 AND 3.3.1.4 BRIDGING d NAIL AT 6" O.C ACCORDANCE NTH BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME of the cantilever. N OF CUT OR SOUBTUD AND NHd MORE THAN M WSOT BE WALL CROSS SECTION OF CUT OR 5/3" MIN. TO EDGE c. For aluminum structural members or ponieles used In roofs or SUCCESSIVE STUDS ARE DOUBLED 1 I11.0 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of glass or sandwich panels, the total load deflection shall not AND SO BORED m LAP JOIST 3 IN. MIN. CUT INTO STUD - exceed L/60. For sandwich panels used in roofs or walls of z 0 BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING WOOD STRUCTI WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall OR BLOCKING INSTALLED IN INSTALLED M TABLE 31ANCE WFCM 2001 SBC HIGH WIND EDITION not exceed L/120 TABLE R 301.2.22.1 W WFCM 2001 SBC HIGH WIND EDITION WFCM T/ SILL PLATE 8d NAIL AT 6' SECTION 3.4.3,1.1 FIGURE 3,313 WALL BRACING ADJUSTMENT FACTORS BY ROOF 8d NAIL AT 6" O.C. ON ALL COVERING DEAD LOAD SECTION 3,4,2.1.1 FIGURE 3.3 A CRAWL SPACE FR JOIST o' 16d NAIL AT 24" O.C. WITHAMING MEMI FRAMING MEMB, RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS NOTC NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT SUBFLOOR EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOFS/CEILING FOUNDATION MONOLITHIC EDGES AND 1: SLAB-ON-GRADE FRAMING MEMI FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR E; PANEL EDGES WALL SUPPORTING 15 pal or less 25 psi FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING WING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 L2 FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 11 20 CONTINUOUS O BEARING WALL NON-BEARING WALLS: R602.6 (1) (2) FOR SI: 1 POUND PER SQUARE FOOT = 0,49) <N/M(2) LATERAL BRACE AT 6' O.C. ^ I' I W or a. LINEAR INTERPOLATION SHALL BE PERMITTED W TYPICAL WALL. FLOOR & ROOF FRAMING JOISTS 2-10d NAILS (n W N WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE F TRUSS OR CEILING JOIST C W Z F A S T E N E R S P A C I N G SEE STUD TO RAFTER GABLE END TRUSS 3:: 1 Q O FASTENER 2 FEET 4 FEET 6 FEET BLOCKING SECTION A-A C FILE TUD T PICAL OR STUD TO STUD DETAIL ENDWALL HrAnFR ONNECTORS < TYPE PANEL SPAN F PANEL SPAN 5 PANEL SPAN F PANEL SPAN SPAC NG-~ 2 FEET F 4 FEET E 6 FEET 8 FEET 1ALL/2'1 A A R~QUIRED ry U 1D-8d d2 SCREWS 16 16" 12" INSTALLATION NAILS J HEADER STUDS -FULL LENGTH 5d COOLER NAILS AT 10" D.C .S AT 10° D.C. ° J Q # " DOUBLE A A WA STUDS WO OD 2"SCREWS i6 i6" i6 12 ATNHAMWNRE p o CORNER STUD NOTE: 2x4" BLOCK NAILED TO EACI AILED TO EACH 0 CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS AT EACH END OF HEADER AND GYPSUM BOARD 10d NAILS z G. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. H DDOWW 0 o TRANSFER SHEAR b, FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 0 0 o NorE; SIMILA! N uPL AT BOTTOM OF HEADER STUDS IN NOTE: SIMILAR ADDITION TO CONNECTORS AT LS AT 7" O.C. z L W c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS, 0 0 CONNECTION CONNECT ON AT CO NEC R WALL STUDS AND AT TOP AND Sd COOLER NAILS AT 7" O.C. FOUNDATION. R uR BOTTOM OF CRIPPLES 20 GAUGE STRAP 2-T6a COMMON z W d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE o FOUNDATION. ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE 0 o N&LSAT6'OC. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS III (n END WALL WITHDRAWAL CAPACITY OF 490 POUNDS. RoEwu D Y.1 w e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) Q Q SERI LOOR (WFCM FIGURE 3.7b) CONNECTIONS FOR OPENINGS 81 NAIL AT 4" O.G. ENDWALL STUDS v EXTERIOR WALL STRAPPING SCHEDULE AREA HOLDDOM USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES FACE OF FOOTING CI CEILING BRACING GABLE ENDWALL NAILS IST w 12" MAX. GE SIMPSON CS-20-40 INCHES MIN, 6-6d PER RAFTER 602 LB RAFTER TO RAFTER BAND JOIST RID N (WFCM FIGURE 3.7a) RAFTER TO STUD SIMPSON H-7 ANCHOR 4-Bd TO RAFTER 985 L8 PER EVERY RAFTER NAILS BASION 8-15d TO STUD CONNECTION 2-6d TO PLATES o SHEAR WALL REQUIREMENTS 0 =N TS FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 4D-8d 1005 US PER EVERY STUD CONNECTION !'H TOP PLATE TE 4 PROVIDE RAFTER TO RIDGE TENSION STRAP STUD TO SILL PLATE SIMPSON H-8 5-6d TO STUD 745 LB EVERY STUD 4-6d TO PLATE c NO CEILING DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAILS 0 RAFTER TAILS ARE NOT EACH END OF 1-1/4 r N ALL NOTES: INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 0 0 0 EXC B 15 E AT y E/ BUT NEED NOTR REQUIRED ON SHEATHING JOINT L xCEED 40 FT. MA 15,/~2gBWOOD ASERANDUONALWAALEBELOV NALWPANEHS STRAPPED TO TOP 20 GAUGE STRAP TABLE 3.2 FOR FOUNDATION ( CONTABLE 305 NECTIONS. Fl FOR EAVE OVERLSTRUCTURAL TWOOD PANEL SHOEATHINGTIS LOADS AT ACCEPTABLE B AS LONG AS MIN. HOLOOOWN o p CONNECTEDDTTO OBASED ON SHEAR WALL REQUIREMENTS REQUIREMENTS PLATE OF WALL BELOW g a NAIL PENETRATION INTO FRAMING IS ACHIEVED. TRANSFER SHEAR FRAMING INSTALL THROUGH FIRST FLOOR SHOE. o ° FLOOR TO FL TO FLOORFOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRANK METHOD RAFTER a w ATH V RE M0 NIN, 0 ' AT H 0W AE ;TION PREFERRED METHOI HOLD DOWN 8d NAIL AT 12" O.C. ON DOWN ALL FRAMING MEMBERS ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS RNERS NOT AT PANEL EDGES 3 NINGS: GYPSUM BOARD °z 20 GA. STRAP- WINDOW AND [DOOR OPENINGS: M FIGURE w 16d NAIL AT RIDGE BEAM 1~~ WIDE MIN. (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 3.7a & 4.7b) & 4.7b) PHD5 24" O'D' TABLE R301.5 NOTES - RIDGE TENSION STRAP DETAIL CZ W/(8) 8d NAILS EACH SIDE E U 7DE FOR SI: 1 POUND P ER SF= 0.0479 kN 1 POUND = a. ELEVATED GARAGE FLOORS SHALL BE E CA CAPABLE OF SUPPORTI PORTING 8d NAIL AT G" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TAB L ABLE R301.5 o EDGES SECITRON RB02,4.1 FOR CONVENTIONAL CEILING JOISTS ANO SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE UCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO IFORMLY DISTRIBUTED LOADS (PSI) NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORM L WCFM HIGH WIND EDITION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE (A) OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD REQUIREMENTS. GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND SIMPSON STRONG TIE HDU 6'- O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES SIZE PER MOST RECENT AT,AI,D~ PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. 60 Cl) t a ^ w impson Strong-Tie ®®I ' 2" I aI ALL [ EDGES) ANY POINTEALONG CONCENTRATED A35- Chimney Framing TABLE R301.2.2.2.1 OP LOAD APPLIED IN ANY DIRECTION AT DECKS G. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR 40 W V WOOD STRUCTURAL WALLS PASSENGER VEHICLE GARAGES PANEL INSTALLED IN I GUARD IN -FILL COMPONENTS (ALL THOSE EXCEPT THE 'ARAGES 50 L L m 3 ROOF RAFTER RIDGE DETAIL ®I~ DEAD LOADS HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED ATTIC WITHOUT STORAGE ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ,GE 10 o ®I NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED) m 3 SCALE: N.T.S. ROOF CEILING ROE CEIUNG CEILING (TABLE 3.1, WCFM 2001 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE ROOF LOAD REQUIREMENT. 20 ~ OEAO LOAD DEP HIGH WIND EDITION) _OAD DEAD LOAD 3 g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER (THAN SLEEPING R d iLEEPING ROOMS 40 U o WALL SUPPORTINIG 15 PSF OR LESS 25 FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR OR LESS 25 PSF OR LESS 8d NAIL AT 6" O.C. 0 CONVENTIONAL CEILING JOISTS AND SECTION RS02.10.6 FOR ALL FRAMING MEMBER TRUSSES, FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED 30 ROOF ONLY 1.0 1.2 1.2 AT PANEL EDGES AND WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE SLEEPING ROOMS (@) INSIDE CORNER DETAIL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ROOF PLUS ONE STORY 110 1.1 11 12" O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 a. FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGE BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS PLANE OF THE TRUSS, THE RECTANGLE SHALL FIT BETWEEN THE IDRAILS 200 SHEET NO. Simpson Strong-Tie TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: HDU EXTERIOR CORNER FRAMING ORTHEFRAMEDATTICOPENING15INACCESSIBLE ACCORDANCE WITHUsECTION 807 1: AIND AY 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN D-l 2 CORNER BRACING DETAIL 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED _ TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING 3 SCALE: N.T.S, ROOMS. I ^ I (TABLE 3 .2 B WFCM 2001 HIGH WIND EDITION) ) EDITION The design of this structure Is based upon prescriptive approach using the (TABLE 3.1 WFCM HIGH WIND EDITION SILL OR BOTTOM PLATE TO FOUNDATION ANCH n ON ION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2001 SBC published by The American NAILING SCHEDULE ONNECTIONS RESISTING LATERAL & SHEAR LC SHEAR LOADS Forest and Paper Association. Non- Structural laments are based upon the New G E N E R A L N O T E L N O T E S; ANCHOR BOLT CONNECTION FOUNDATION MAX, ANCHOR BOLT E 1X, ANCHOR BOLT SPACING (INCHES) York State 'RESIDENTIAL CODE January 2010, TES 62,3,4 For the Climatic and Geographical Design Criteria, see Table R301.2(1) on mL All works unicipal, local shall zoning perform k e Yet a l1 rhall be performed In accordance with all state, RESISTING SUPPORTING NOTES 1.2.3.4 of zoning and building codes and ordinances L[. 4 JOINT DESCRIPRON NUMBER OF NAILS NAIL SPACING 1/2' ANCHOR F LATERAL AND SHEAR LOADS 1 - J STORIES 6/6" ANCHOR 1/2' ANCHOR BOLTS 30 sheet no, 1 having jurisdiction and best e/e' ANCHOR BOLTS 46 All non engineered lumber to be Douglas FIr#2 or better practice. ctlon and best standards of construction Wind Limitations-Section R301.2,1 The American Institute of Ar Institute of Architects Conditions shall apply RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER 1. PRESCRIPTIVE UMITS ARE BASED ON A SUMPTONS IN TABLE 3.2 NO SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Design Crlterlo-Section R301.2,1.1. (See Table R301.2.1.2. for Wlnd-Born Debris to oil work performed on thl Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verif, erforrned on this project, rctor shall verify oil conditions at the site. Any a~ -yt must be brought to the attention of the Architect CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST ~s~ oANCH BOLT TABULATED. ME USED TO RESIST UPLIFT. LATERAL, AND SHEAR LOADS, F THE 3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUM WALT LOADS ASSUM WALLS ARE SHEATHED IN ACCORDANCE NTH SECTION 3.4.4.2. FOR Dead Load-Sectlon R301,4 $ R 301,2.22.1 discrepancies must be broug CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE M IN TABLE 3,170, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON IOINGS SHALL BE MULTIPLIED BY THE APROPRIAIE SHEATHING TYPE ADJUSTMENT FACTOR Live Load-Sectlon R301.5 prior to commencement of c EXCEED a FEET DENIER, Light and Ventilatlon-Section R303 responsible for corrections n nencement of construction. The Contractor shall be ~r corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP 4, FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH, WITH A TABULAT CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3,6 H, NTH A TABULATED VALUE FROM TABLE 3.6 GREATER THAN 262 PLF, LATERAL .E 3,6 Minimum Room Area-Seotlon 13304 gxoept for hidden job condlt dden job conditions, z COLLAR TIE TO RAFTER FACE-NAILED 6-Bd PER TIE (TABLE 3.10 WFCM 2001 HIGH WIND EDITION) EDITION) Ceiling Height-Section 6305 3. Contractor shall drntel shall guarantee to the Owner that all materials and o Sanitation-Section 13306 equipment Incorporated In th )IREMENTS FOR WIND LOADS Toilet Bath and Shower Space-Sectlon R307 will be of good quality, free :orporated In the work will be new, and that all work )ad quality, free from faults and defects for a period BLOCKING TO RAFTER TOE-NAILED 2-Bd EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS HIND MAXIMUM NAIL SPACING Glazing-Section R308 of one year form the date c 'arm the date of the final Certificate of Occupancy. TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM N OR PANEL SIDING FOR 6d CO FOR m COMMON NAILS Garages and Carports-Section R309 4. The Architect shall not bl Emergency Escape and Rescue Opening-Sectlon R310 method, techniques, sequeno set shall not be responsible for the construction means, a niques, sequences or procedures, or for the safety - WALL FRAMING (WE NOTE 11 (INCHES O.C. 11 /2' ANCHOR SOLTS1 Exit-Sectlon R311 precautions and pro rams In ind programs In connection with the work, and he rc OP PLATE TO TOP PLATE (FACE-NAILED) 2-16d (SEE NOTE 1 PER FOOT 4' PERIMETER Landing-Section 13311,54 shall not be responsible for Romps-Section R311.6 the work In accordance with responsible for the contractors failure to carry out u iccordanca with the construction documents, The 4-16d JOINTS - EACH SIDE EDGE ZONE 76 F 6 IS Stalrway-Section R311,5 Architect shall not be respor - 6 (SEE NOW 31 6 Handrail-Section R311.5.6 j1he contractor No changes s II not be responsible for the acts or omission by TOP PLATE AT INTERSECTION (FACE-NAILED) Guards-Section R312 ?~and4y the building as desig it No changes shall be made in the documents STUD TO STUD FACE-NAILED 2-16d 24' D.D. INTERIOR ZONE 16 E 6 F 12 f 12 (SEE NOTES 21 Smoke Alarms-Section R313 consent of the Architect. Wilding as designed without the expressed written is Architect. HEADER TO HEADER FACE-NAILED l6d 16" D.C. ALONG EDGES E GABLE ENOWALL RAKE AND RAKE TRUSS 4 IS Foam plastic-Section 8314 5. The contractor and all su - 4 (SEE NOTE 41 Flame Spread and Smoke-Section R315 Insurance coverage statutory actor and all subcontractors shall maintain continuous TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d PER 2X4 STUD F E= NAIL SPACING AT PANEL EDGE (IN) Insulation-Section R316 Compensation, etc.) and gen orage statutory policies (Worker 3-i6d PER 2X6 STUD F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (N) (w) Dwelling Unit Separation-Section R317 less than f 5 million and ou , etc.) and general liability in an mount not i million and automobile liability and damage o 4-16d PER 2X8 STUD 1, FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCH SIDE OF THE ROOF PEAK. THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIRE" OF THE ROOF, INCLUDING 4 FEET ON EACH Moisture Vapor Retarders- Section 8316 rACHMENT REQUIFIDAENTS SHALL BE USED. coverage not less than $ 2 less than $ 2 million. The Architect shall be N FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT 2 TABULATED 12' D.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER MEMBERS NTH WAG, FOR FRAMING MEMBIERS N17H 0,42434.49 THE NAILING ACII HIED TO RAFTER MUSS FRAMING Protection Against Decay-Section R319 named Insured on any and c THE NAILING SPACINGS SHALL BE REDUCED Protection Against Termites-Sectlon R320 d on any and all policies. > FLOOR FRAMING TO 6 INCHES 0, C, Site Address-Sectlon R321 6. Provide 0.025" of a meat )25" of a meatal shield, other than aluminium, over fibrous all perimeter sills, 3, TABULATED 6' D.C, NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU ED TO RAFTER/TRUSS FRAMING Accessibility-Section R322 insulation at all perimeter all THE NAILING SPACINGS SHALL BE REDUCED Elevators and Platform lifts -Section R323 7. All wood In contact with i contact with concrete or masonry to be Wolmanlzed JOIST TO SILL, TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST MEEMBOB NTH G>0.49, FOR FRAMING MEMBERS NTH 0.42<G40.49 THE NAILING SPACII IED TO RAFTER/TRUSS FRAMING Flood Resistant Construction-Sectlon R324 Br Ar single st tiont smoke ck reosoted. Lotion smoke detector alarm device shall be Installed BRIDGING TO JOIST TIDE-NAILED 2-8tl EACH END 4. TABULATED 4' D.C. NAIL SPACING ASSUMES SHEATHING MEMBERS NTH G>0,49. FOR FRAMING MEMBERS NTH O42<G OA9HTHETNAILINNG SPAII THE NAILING SPACINGS SHALL BE REDUCED Foundatlon-Chapter 4 In each bedroom, on all Roo rom, on all floors and shall be all Interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK TO 3 INCHES 0. C. Design based upon presumptive load bearing values of sandy gravel and or gravel 9. All bathroom without oper >m without operable windows to be mechanically ventilated DITION at 3000 pounds as per New York State Code per square foot. Contractor to consult Artifact If different soil materials are 10. Heating to be designed I 'ork State Code, o be designed to provide 70 degrees F, with outdoor LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST TABLE 3.10 WFCM 2001 HIGH WIND EDITION designed air-temperature of 0 120 130 140 150 found upon excavation, 11. All electrical work to be temperature of 0 degrees F. and 15 MPH wind, Q JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST "w"~HI° a5 so too no t2o tsa 14 E F E F E F E rj _j F E F E F E or test hole, for alternative footing and foundation wall design. F E F E F E F E F regulation of N.Y.B.F.U. and -Al work to be in accordance to the rules and N.Y.S.F.U. and a N.Y.B.F.U. certificate Is BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST Foundation Notes: to be presented to the Own( led to the Owner at the completion of the job. " I r BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST LOCATION TRUSS MAXIMUM NAIL SPACING FOR 8d OOMMO ING FOR ed COMMON NAILS 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 12. Plumbing Installation to , Installation to comply with State and Local codes W O age disposal system to meet Health Department standarde• E SEE NOTE i) SPACING OR 10 D BOX NAILS (INCHES D.C.) ROOF SHEATHING (INCHES OC) (INCHES D.C.) 8" poured concrete foundation wall, 8'-0" high, 3000 X test and the sewage disposal Sys :ale drawings, Use figure dimensions only. W N 12 6 12 6 12 6 12 2 LA 110 1 A 110 IA ii z z z Minimum depth-Section 403.1.4, 46' minimum coverage to top of footing 13. Do not scale drawings, U 14. All work to conform to 1 I z z 2 16"x8" poured concrete wall footings, 3000$ test Energy Conversation Constru< la conform to the rules and regulations of the New York STRUCTURAL PANELS Bd SEE TABLE 3,10) INTERIOR sz 12 1 2 51 5 u, ZONE 24 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) glazed and all exterior door rsation Construction Code. All glazed area to be double I exterior door to have Insulated cores. DIAGONAL BOARD SKATING PERIMETER 12 s 12 0 12 6 12 s s = s = 6 s = s =s s s e e poured concrete floor slab with 6xBx#'10 mesh and vapor barrier 15. The Insulation protection ttion protection as indicated on these plans exceeds z W 1"X6" OR 1"X8" 2-8d PER SUPPORT EDGE ONE 4 Damp proofing at exterior foundation below grade-Section R406 the Code's minimum standar Inimum standards. _ rwings and specification are Instruments of service and 1"Xl O' OR WIDER 3-8d PER SUPPORT w,e warAU ivu t".u WYM M . MA.". 6 6 6 6 6 6 s= s ~ a= a = - 30'x30"x12" deep poured concrete column footings, 3000# test 16. These drawings and Spec s ° ^ - • - CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT shall remain the property of the property of the Architect whether the project for O 0/lE t1DMNL IIA. q NAM iM1M MA) MAN: OMIWAN9 6 6 6 6 6 6 fi fi fi' 6~ 6' CEILING SHEATING BOARD SHEATHING s s s s' s' s' s' s' e' Deck and porch fiootings as noted, 3000# test, 48" minimum burled depth which they made is executec jade is executed or not. They may not be used on any other project except project except by written authorization of the Architect. < U has not been retained for site supervision, on-site 5d COOLERS I" EDGE / 10" FIELD SHEATHING SIZE RAFTER MINIMUM NUMBER OF B4 COMMON NAIL! GYPSUM WALLBOARD SPACING OR 10 D BOX NAILS PER SUPPORT Bd COMMON NAILS Foundation wall to extend a minimum B" above finished grade 17. Architect has not been 1 PER SUPPORT All footing to be carried down to undisturbed soil Inspection and certifications d certifications as required or requested by the Owner, Q WALL SHEATHING (SEE NOTE 1) (INCHES OC) No footing shall be set higher than a 30 degree angle from any other footing contractor or local building local building department. J Bd SEE TABLE 3,10 1 x10 OR um~'.iFATM0N a 12 - 1313131 a s .2T 3 3 3 3 3 3 3 STRUCTURAL PANELS z z z z z z 2121 z Pour no concrete on frozen ground or In freezing water. 3 3 3 x 3 3 3 3 3 Provide 3 1/2' steel (ally columns. ° J Q Backflll shall not be placed against the wall until the wall has sufficient FIREBOARD PANELS E- NAIL SPACING AT PANEL EDGE (IN) T (IN) strength and has been anchored to the floor above, or has been sufficiently UPLIFT - CONTINUOUS PAT ONTINUOUS PATH CONNECTORS L 6d 3" EDGE 6" FIELD F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) 7/16" / I. FOR HOOF SHEATING PATH 4 FEET OF PERIMETER EDGE OF WE ROD, INCLUDING THI ROD, INCLUDING THE 4 FEET ON EACH braced to prevent damage by the backflll (Section R404.1,7.) REQUIREMENTS SHALL BE USED Floors - WFCM Prescriptive Method. USE SIMPSON STRONG-TIE iN STRONG-TIE CONNECTORS Z 8d 3" EDGE 6" FIELD SIDE OF ROOF PEAK, THE 4 FOOT PERIMETER ZONE ATTACHMENT REQUIREMENTS SHA 2S 32" / 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMR ED TO STUD FRAMING MEMBERS WITH Floor framing shall be nalled in accordance with Table 3,1 WFCM HIGH WIND EDITION. FOLLOW PRODUCT SELECTIO )DUCT SELECTION GUIDE AND GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD G>0.49. FOR FRAMING MEMBERS WITH 0.424G40.49. THE NAIL SPACINGS SHALL BE 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE PALINGS SHALL BE REDUCED TO 6' O.C. Draftstopping - Section R502.12 INSTALLATION MANUAL FOR E PERMITED TO BE SUBSTITUTED Flreblocking - Sectlon R502,13, CONSTRUCTION CATALOG G N MANUAL FOR HIGH WIND RESISTANT ON CATALOG C-HW02 [eees W Bd SEE TABLE 3.11) 4. TABULATEDNNAIL SPACING SASSUME A BUILDING LCCATED IN EXPOSURE B POSURE B Floor Construction: ANCHOR BOLTS IN FOUNDA' HARDBOARD LTS IN FOUNDATION USE: w 0 SPACING UJ BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie Q PARTICLEBOARD PANEL 8d (SEE TABLE 3,11 (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) EDITION 3/4" plywood subfloor, fasten per Table 3.1 WFCM. SST828 WITH BEARING PLA DIAGONAL BOARD SHEATING WALL SHEATHING & CLADDING ATTACHMENT RI CHMENT REQUIREMENTS FOR WIND Floor joists: see Foundation and Floor Plans, spacing as noted. NOTES FOR SPACING Fasten per Table 3,1 WFCM, SILL PLATE TO RIM JOIST L U210 2X6 1"X6" OR 1"X8" 2-8d PER SUPPORT LOADS EXPOSURE C 2-2x6 ACQ sill with termite shield and Will seal. Finish floors per agreement. LTP4 16" O.C. AT EXTERIOF T RIM JOIST USE; < Q W .C. . AT EXTERIOR PERIMETER AT EACH RAFTER Q BRACING WALL PERMITER MAXIMUM NAIL SPACING AND GARAGE/HOUSE COMM E/HOUSE COMMON WALL 4-10d x 1 1/2" 1"Xl O" DR WIDER 3-8d PER SUPPORT SHEATHING LOCATION STUD SPACING BRACING WALL PE FLOOR SHEATHING OR PANEL SIDING fSFF NOTE 1) 1 t (SEE NOTE 3) OR PANEL SIDING FOR Sol COMMON NAILS Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACI Wallfroming and finishing shall be nailed and or screwed In accordance with NAILS AT EACH END (SEE NOTE 3) (1/2' ANCHOR BOLTS) WFCM, Table 3.1 table 3.3B,sectlans 3.2.2.1, 3.2.2.2, 3.2.2.23, 3.21.7 : GARAGE STUD GARAGE SILL JD GARAGE SILL PLATE USE; NOTE: STRUCTURAL PANELS 4" EDGE ZONE 1B E E 6 1x6 fascia, wrap SSP CONNECTOR AT 16" 0. ,TOR AT 16" O.C. V OR LESS 8d 6" EDGE / 12" FIELD F F 12 SEE NOTE 2 Overhangs as noted. USE (4)-Bd NAILS AT EACI 6 Vinyl vented soffits. NAILS AT EACH END ATTACH LEDGER TO FRAMING 10d 6" EDGE / 6" FIELD INTERIOR ZONE 16 F GREATER THAN 1" F 12 Alluminum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNEI '0 STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Tyvek housewrop. O.C. D.C. BOLTS AT 16" ON CENTER DIAGONAL BOARD SHEATING (TABLE 3.11 WFCM 20011 HIGH WIND EDITION) EDITION 1/2" plywood sheating• see fastening schedule, Table 3,1, 3.9 WFCM. MTS USE 36 36, . 16" NAILS AT EACI 2x4x Studs ® 16' o,c. with 2x4 shoe and double 20 plate FLOOR TO FLOOR CONNECTI NAILS AT EACH END 'LOOR CONNECTION USE: 1"X6" OR 1"XB" 2-8d PER SUPPORT WALL SHEATHING & CLADDING ATTACHMENT RE CHMENT REQUIREMENTS FOR WIND 1/2" Gypsum wall board MSTA 36, 16' O.C. 6" O.C. 1"X10' OR WIDER 3-8d PER SUPPORT LOADS EXPOSURE C 1MFEMFAMY GMT 85 90 100 wP 1 5/8"Type X GWB In garage, (2) layers J" GWB at fire partition I USE (4)-Bd NAILS AT EACI 85 90 100 110 120 130 140 150 1/2" MR GWB in wet areas NAILS AT EACH END erssx+ suixxs At least one window in each sleeping room shall comply with the exit regirements ! RAFTER TO STUD CONNECT Simpson Strong-Tie o STUD CONNECTION USE: O 1, NAIL REQUIREMENTSAREA BASED ON WALL $HEATING NAILED 6" ON-CENTER AT THE PANEL EDGE , IF WALL SHEATING IS ® prxl 100 E F E F E F E F E F E F E F E F of section R310. MTS 36, EACH ROOF RAFTS CH ROOF RAFTER 0210 2X6 F- (V NAILED 3" ON-CENTER AT THE PANEL EDGE E F E F E F TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR SHEATHING STUD Note drilling and notching limitations In figure R602.6(l) for bearing walls and USE 8 16d NAILS AT EACH NAILS AT EACH END AT EACH CEILING JOIST Z RIDGE TO RAFTER CONNECTION USE: u rror.,ns rnninirrrnoc r11rw AC CMr AM OI ATGC LOCATION SPACIING ti.A MAXIMUM NAIL SP MAXIMUM NAIL SPACING FOR BD COMMON NAILS Ngure R 602.6(2) for non - bearing walls. RAFTER TO RIDGE TO RAFT] v,. . v - 1-.. ..z ro ow exterior comer morning aelon rgure Icouc. v.o n nn~n nvvr nnr cn 4-10d x 1 1/2" v SHALL "BEMUSED TO MAINTAIN THE LOAD PATH, (SEE NOTE 1) 2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED INTERIOR Iz s 1,2 16 1216 Iz 6 12 s 2 s 111. 11 z z z 12 Roof assemblies - WFCM Prescriptive Method (WFCM 3.2.1.1 Table 3.1/ 3.8) DECK POST TO CONCRETE I TO CONCRETE CONNECTION USE: 24 6 19 6 17 fi 313 1 TO BE REDUCED TO 1-6d NAIL PER FOOT, ZONE 6 fi fi 112 6 12 6 12'18 s z Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section PB(/,{4A FOR EACH POST 12 s tz s tz s tz s s z Iz s 2 R905.6) R EACH POST PERIMETER EDGE 2 6 12 6 12 6 12 I ZONE b 9 6 2 6 1 z TO GIRDER CONNECTION USE: 3 2 12 2~ 191 6 11 SIMPSON H-8 USE W /ONLY SIMPSON BOARD SHEATHING OR LAP SIG 2 s z Iz fi 12 fi 12 fi 2 e Underlayment application (Section R905.2.7.)nalling see table 3.8 DECK POST TO GIRDER CON 19 AIRING OR LAP BIDING For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST iACH POST a ~ J percent slope), , GIRDER TO DECK JOIST CON O W DECK JOIST CONNECTION USE: SIDIP500 $tfOfl(f-Tle 5- BD TO STUD ONE SILL B ANCHOR BOLT (14") SHEATHING SIZE RAFTEq 4- BD TO PLATE PLATE IN BP-3 PLATE TRUSS MINIMUM NUMBER MINIMUM NUMBER OF ed COMMON NAILS up to four (4) units vertical twelve (12) units horizontal (33 -percent slope MTS12 ® EACH JOIST NCH JOIST 7" MINIMUM EMBEDMENT SPACING OR 10 D BOX NAI (EVERY STUD) STUD TO S (SEE NOTE 1) (INCHES GO OR 10 D BOX NAILS PER SUPPORT underlayment shall be two (2) lyers applied In the following manner, Apply A 19-Inch (483)strlp PORCH POST TO DECK USE • U210 2X6 ATTACH T (SEE ANCHOR SCHEDULE, I .a w l u vull,wo Iz - 4 2 z z x z 21212121212121 z z z z z of PS720 (ALIGN VATH JOIST E T TO DECK USE: p ;N WITH JOIST BELOW) AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3,2) I.loa unw sxumw t2 - 24 a a a a a a a a a a fi a a 31313131 a s s 3 a underloyment felt layers with and starting at the eaves , fastened sufficiently to SIMPSON E- NAIL SPACINIG AT PANEL EGDE (IN) F- NAIL SPACINQ AT INTERMEDIATE SUPPORTS IN THE PAN hold In place. PORCH POST TO GIRDER U: +PORTS IN THE PANEL FIELD (IN) Starting at the eave , apply 36- Inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GI T TO GIRDER USE: PS720 cn F RAFTER TO GIRDER USE: PHOS-so53 1. FOR WALL SHEATING NTH 4 FEET OF THE CORNER, THE THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT overlapping H2.t5A AT EACH ROOF RAFT ACH ROOF RAFTER 4-10d x 1 1 2° (14) SOS A4 X 3" WOOD SCREWS REQUIREMENTS SHALL BE USED. 1SSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WTH successive sheets 19 Inches (483mm), and listened sufficiently to hold In place. THE MIN EMBEDMENT 2. TABULATED 12' O,C, NAIL SPACING ASSUMES SHEATING C>OA9, FOR FRAMING MEMBERS WITH 0.42eGt0,49, THE SHALL BE R 10.42 BOX NAILS SHANAIL LL SPACINGS PERMITED TO BE SEDUCEDT TO 6' O.C. For roof slopes of four (4) units vertical In telve (12( units. TYPICAL PORCH / DECK LEDGER U (SEE FOUNDATION PLANS A-3,1 AND 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS 1 FOR COMMON NAIL ,p q• A-3.2 FOR LOCATION) 4, TABULATED NAIL SPACINGSASSUMEA BUILDING LOCATED BUILDING LOCATED IN EXPOSURE 8 Ice Protfctlon (Section R905.2.7.1) CONNECTIONS O (MINIMUM DOUBLE STUD) Underlayment in High wind (Section R905.2.7-2) I 0 +A A ~ p :rA SIMSON STRONG - TIE Flashing (Section R905.2.8) STU Y2 BEARING Pit Chimney and flrespaces - Chapter 10 Yz BEARING PLATE 1 1/4+ ' COIL STRAP - 16n O.C. Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. 'LE 2X MIN. ~ USE 4-8D NAILS ® EACH STUD, Mechanical - Chapter 12 FOR HEADER OR HEADER OR General Mechanical System - Chapter 13 Healtng and cooling equipment - Chapter 14 BEAM ~ r A ,'r I AA 'r J r p . Exhaust Sustem - Chapter 15 z 'i '•p 4 4 A a a ° Y MTS30 Duct System - Chapter 16 Simpson Strong-Tie DOUBLE TOP PLATE ROOF RAFTERS Combustion Air - Chapter 17 AC4 Chimneys and Vents - Chapter 1B AT EACH POST 6 SSE Plumbing - Part VII T SEE PLAN 1 3/4" IMU r e. •i °I' A . ? ~I EDGE DISTANCE ' y e a. o HEADER LSTA21 Simpson Strong-Tie U FLOOR TO FLOOR KING STUDS CS20 IX' COILED Y2" THREADED ROD HREADED ROD ~ CONNECTION STRAP. MIN 12" REQUIRED FOR STI 11RED FOR STU 1/2 m JACK STUDS OVERLAP AT EACH L x STUD m SIMPSON STRONG - TIE 2'MINIMUM CNW NUT COUPLEF NUT COUPLER 1 1/4" COIL STRAP - SIDECOVER v 6 16" O.C. USE 4-8D ° 0 0 NAILS AT EACH STUD MIN EDGE JACK 0 SI L ~ ~ DISTANCE* MIN OVERLAP IS 12" RT2.5 SIMPSON STRONG-TIE G-TIE LL MTS36 OR 1 1/4" 4e STHDB MIN EDGE SHEET NO COIL. STOCK DISTANCE' FLOOR TO FLOOR Simpson Strong-Tie WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRAPPING FOR CONNECTIONS: ATT EACH POST FOOTING MINIMUM SEE MANUFACTURERS D~2 MINIMUM DISTANCE CHART FOR MIN. OVERLAP IS 12" RAF7ER 16D FRAMED OPENING EXTERIOR WALL INSTALLATION END, CANTILEVER CONDITION SILL PLATE TO RIM JOIST AND STUD T ROOF RAFTER NAILS AT EACH END, P PER WALL TO FOUNDATION CONNECTION PORCH COLUM COLUMN CONNECTIONS RIM JOIST TO STUD CONNECTION CONNECT ON 12" MIN OVERLAP PER COMPONENT n a ~ SM.TgO F~'~ k Y (?OT 1` v P RAISE EXISTING BRICK CHIMNEY 0 40 lOl 1 9TF OF ARCHMI 2" ABOVE ROOF - RIDGE VENT • REVISIONS O E S C R I P T 1 O N 6/4/12 RIDGE VENIT _4f) C p 9/24/12 PER OWNER OF SHI~FS ASPHALT ROOF SHINGLES- 1821 E AR RECPO SHINGLES 1 o 2 3 0 2 3 0 1 I Ell W CEDAR PERFECPON SHINGLES z0 p I ZW m 8510 8510 0 oW ° ILES Q U RF CTION S I LES 0 GRADE U CLOPLAY O.H, DOORS AS SELECTED PER OWNER 0 - Q W E S T E L E V A T 1 0 N 49==)SWCAE SCALE: 1/4" oW W~ 0 o~ U o 12 12 2 9 12D Q m 12 iii 1n 12 ILL W I I I I I L I b I i m ASPHALT ASPHALT ROOF SHINGLES I Ili M I ASPHAC' Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 tiw b o i ~I PROJECT TF o CEDAR WEISS RESIDENCE m SHINGLE 195 BAY RD CUTCHOGUE, NEW YORK CEDAR PERFECTION SHINNGLES GRADE 3R ACJE GRADE ELEVATIONS N 0 R T H E L E VA TI0N S O U T H E L E V A T I O N SCALE: 1/4" = T'-0" SCALE: 1 /4" The deal of thls structure Is based upi ire Is based upon prescriptive approach using the DATE, 04/26/12 Wood FP me Construction Manual (WFCM) Foreedl~and Paper Assoclatlon. Non- Stru Manual (WFCM) 2001 SEC published by The American FRaecT No. lion. Non- Structural elements are based upon the New DRAwNC RY, C.N.T. York State 'RESIDENTIAL CODE January 21 :ODE January 2010. CHx BY Dwc N., TO DAMAGE FROM GFDUND SEISMIC SUBJECT WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ CAD USE/ HEIGHT AIR TYPE OAO OCCUPANCY FREEZING CONSTRUCTION -Wh SN9W SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUI LOAD (MPH) CATEGORY LINE TEMP. UNOERLAYMENT CLASE 1A0011-F070 CLASSIFICATION INDEX OF e WEATHERING DEPTH TERMINATE DECAY REQUIRED 16 PSF IN a SEVERE 4a' MODERATE SUGHT 11 Y E a W 1990 w PSF GO PSr I PERIYETR ZglE EDGE Z 6GNE - a.19 PEF EDGE ZWE aa.a PEF RE9 TO N FlPoI NAPA INTEPoO1,4 PSF NIERNM ZONE n.a PSF PJ.f PSF RESIDENIUL 27' MM, TYPE v n't PSF r HEAVY NaafRAl£ 1 __Rt _ PREPARED, REUSE REPRODUCTION OR PUBLICennN BY ANY METHOD IN WHOLE OR IN PART IB PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THHE ARCHITECT. VISUAL CONTAC ITH T (h SHALL CONSTITUTE PRIMf . CONSTITUTE PRIMA. FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS 1LY WERE - - THESE ORAWINCS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT ANO THEIR USE ANO PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL. SITE FOR WHICH THEY WERE PREPARED s f~/ 'r<p ARCy~ GSM TNp~TF ~ v k (?OT N r J, 02406 ARCHITECT .F of REVISIONS D E S C R I P T 1 0 N 6/4/12 9/24/12 PER OWNER W-10" 5'-1" X73'-78' 0 1 1 iv 5 1 S STEPS TO GRADE REMOVE AND REMOVE REA DOOR REPLACE EXISTING NEW WAN W CABINETS PER OWNER 3 2 2 EG E55 EG E55 _2. 232 202 2210 -2•x12' HDR 2-S"XIS' HOR z-z^x12" HOP 2-2'x12" HD 2-2'x12" w 3 REMOVE EXISTING N HDR IE EXISTING REMOVE E%S G - J ® L -=j CLOSE OCR DOWS -2 WINDOWS w a inz WALLS TO BE WIN°GWs REPLACED WITH 2'j156" W D SHORT WALL R W/COLUMNI OWNS ) (PER OWNER) i j EXISTING n rely ® 16" OC FRAMINa, N I ~ II EXISTING ~~uORaD"Ep "w II w LI VI NG II E X A I N D E D I K I T C H E N ^°ETECr°° Z U W D I NI I N G OS I O REMOVE EXIST. xaox 5 SMOKE MONOMOE R 0 0 NONE F 0 `DEMCTOR STAIRS W7OTOR K CJ~~ _M I IF 12 N O 10 V O`DETMM N l[I % ° Za o ° Nw MU O, 3068 B LINE OF EXIST. WALLS LINE OF EXIST WALLS r OOBERL °n0 a °2 ^TO BE REMOVED (T7PJ TO VE REMOVED (TYP.) SELF o-w I o Q^ocaeraR r LOSING oW ° B'-6,1, cnaecN - E X S T N G C -MCrvaxmE 4'-6" _ Rte, 0 r~~ J w ^ (2) 119/8" ML FLUSH LOSE OPENINf _ LOSF OPENING (2) ib/e" ML WSH G A R A G E o ° 'o - - - -2._ 10' 1 0 i6° OC. EXISTING 2"X4" ALCOVE 460 o- INDICATIVE OALCOVE 'oI N NEW CONSTRUCTION 5-2a° 1y n WALLS TO BE m b REPLACED WITH 2"X6" a 'bo m (TYPICAL THROUGHOUT) N ® 16" OC FRAMING i iN Z n ~l o 2 CONVERTED Q~ EXISTING 2"%4" rybe °ae sss Z x w EXISTING GARAGE WALLS TO BE L tO REPLACED WITH 2"X6" ~J O F F I C E 2"X4" WALLS TO III o u oo REMAIN N ® 16" OC FRAMING oW ~ L z . r _ E%I S TI NG G U E S T A T LE 6 II"e o O`DI°NECTOR 5' ¢ r1 o~ ° B E D R O O M 125 aM EX UST A T O I 0 J f C1 CEO E% UST N N 70 E% IOR ~ 0 0 Q'-"ocieciDq i0 J h FAN TO E% IOR 9 I 13._2.. 2 0" 1" 7:1 DP I-1 TI REO RE T. WALLS. f 0 15 13'-3" EXISTING 10'-17" 2-2-42- ' HGR 2-2^X12" HGR 2"02" HDR I L _ 2-2°x12" HDR v _ _ o AX 281 0 0 o 26510 285 0 Q ° 3016 3346 Ib h N EXISTING 2'x'(4" 0o m rv WALLS TO 6E Z. cO nn ce"N\II\IC 2-z"x1 z' HOP WALLS TO E w I T- 01 Arco , TW "vR" 0 CLOPLAY O.N. DOORS \ m i6" OC F AMING a0 ® AS SELECTED PER OWNER "x6"40RCH RAFTERS \ P R 0 0 S E D %K o W o ie oc \ OOD POR L E G E N D IsL F. ADDITION - 29 SF I1WNO (3) 2X12_GIRDER a - EXISTING 2"X4„ i WALLS TO BE wooo srEas T crenoE 11 REPLACED WITH 2"X6" NuMRER ors as T. eE p' J ®16" OC FRAMING I~ OEIERMINEO 0 SITE _-1 _ } - I L-• 1 12" CIA PERMA CAST- - - - TO BE REMOVED L 6'-11" 6 4'-4j" 4'-4j" 4'-6j" 4'-6j-6 COLUMN AMEMEMMEMEW -PROPOSED FRAME WALL Charles M. Thomas FIRST FLOOR PLAN a r c h i t e c t SCALE: 1/4" =I-C' PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT WEISS RESIDENCE 195 BAY RD CUTCHOGUE, NEW YORK CAM 04/26/12 PROJECT No. ORAWNC BY. C.M.T. CKK BY owc Na. 0- 002-00 0 2 OF6 D 1EY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH1 THE ARCHITECTNIISUAL CONTACT WITH THEM SHALL CONSTITUTE FRI FE CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS ANB ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERNCE, ARE THE E%CLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPAREI rsl ED ARC gM.iHp~~ w •s OF p6~ ARCHITECT REVISIONS D E S C R I P T I O N 6/4/12 9/24/12 PER OWNER 60'-2" 60'-2" 25•_2" 71'-11" S-d' 20'-t" 6'-2" 4'-2" 4'-2" 5_7• 5'-7" 4'-1" 14•_1" 7--0" 1 5 3046 3046 24310 24310 EGRESS EGRESS - - - - - - - - - - - - - - - - - - 2-2"x1Y' HGR - I~ -2"x12" HOR - - - - - - - III m 13'-1•' I I m W M 3 I I I 1.1 m AX 31 AX 31 A% 31 2-2Y2' IH R M oAS T IIEJJ R z0 w n ra jrl N Z O ~ W 1205 CFM E%A ST N E W 7P-H" FAN TO EXTERIOR M A T E R M 6 -10' KNEE ALL 1 O O Z ° ll zsse BEDROOM a" "=w o ° O sMO E a SHOWER B DETECTOR m x. O ° W J ra N Z \1 ^o ) VU® 21 ~S N N _ ' y u M J o A T T I C 2668 a 1 oZOm - U 1 ~ -0 UNFINISHED N3 b NSUL ow. w u 5N INSUL DN. V 2668 SMWE K Z - m o- 0o k 13R 6 ^oEFEaiaR Fa N w 16R n OeL.GN w C -MarvofloF rv~ oErecroR n: 1I < U) 2•_6' ~ 4 E W BALCONY BALCONY CONSTRUCTION 03 O 2668 S TTNG SINGLE PLY RUBBER ROOFING N Z O ROOM r--1 OVER 45g ROOF FELT ON 3/4' COX PLYWOOD 6'-10' KNEE WALL N r 1 u SHEATHING 2'X10" ROOF RAFTERS W6"O.C. W W d OATH CLO L J PITCH ROOF FROM RESIDENCE oW 3-fi ` m 2 a I o I W~ S-10° KNEE WALL \~ff N I 20W l J `J N-10" KNEE WALL N I V/ o I I Q Is 2ss G m - II m 0 2065 CLGSET 8 m 1n I iy T I LL= 20 10 to _ a I z-2^x12" HOP 2-2%12" ~ rn 28310 28 10 ccvrE MTH ccrvTE "T" o N N - - - - - - I N wlrvgGw eELOw wwoaw EEL., L - - - - - - - _J~ N J _ 4_6221. 4i_6221-- v, m 4'-8t.. 5 _5~" 2 p_G. 3'-O" 20'-7" r kkk a' W 2nd. FL ADDITION - 597 SF LIMING S E C O N D FLOOR PLAN E C 0 N D F L 0 0 R SCALE; 1/4" = 1'-0" S AI Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECr WEISS RESIDENCE 195 BAY RD CUTCHOGUE, NEW YORK PLANS (J DATE: 04/26/12 PROJECT No. i DRAWING BY, G.M.T. CHK M. DWG Na. DA 003-00 I ~ ]DF9 / THESE DRAWINGS ANO ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARE HEY WERE PREPARED. REUSE, REPRODUC710N OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITHI THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRI 11 CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS " D ARC M.T~o T ~Q k 024061 ARCHITECT F 4'-10" r REVISIONS D E S C R I P T 1 0 N 5 I 6/4/12 I I I 9/24/12 PER OWNER I I I h I I L - - - CONCRE E BLOCK WALLS --J L - - - - - - - - - - - - - - 711 UP - - - - - - - - - -EXISTIN -G-WIND IIOW - - - - REM -OVE - - -EXISTING-WI-NDOW- - - - - - - REMOVE II~ LI ~ II III NEW CONIC BLOCK NEW GONG BLOCK L CRAWL SPACE I I - J III n L- Id E X I I S T I N G REMSTAIRS EXIST o~ C E IL L A R NEW INFILL N 3-2" X 10" GIRDER R AI CHTO = L I EXISTING EXISTING "IQIII I III H~- f-, r --I -r--1 r-~ r --I r T->- = 1 W L - J L-J L-J L-J L- L-J L-J L -i c, 0 8 I I _1 F I F LLJ E 1 r R POSED CELLAR STAIR eLECTZL E X S T I N G ) r7LL - NEW FOOTONC G A R A G E w w I I 1 AND LALLY COL r S L A B 0 I I N L J~ *~--I I I v_ JJ I I D U J OO -OE(ECiOP 0 '1 oW I I M N I N ©^p¢IEC OBE 1 O X® 1 DP 1.m... E DI LER + I I N M~ LANDING 1v 8" POURED CONCRETE FOUNDATI o -0 I WALL ON B°X16" POURED NwR L - - - - - CONCRETE FOOTING I 0 - ANCHOR AND BOND TO EXISTING I I I ~ - - - - - - - - - L- - - NTH #5 REBARS 012" O.C. VERTICAL J I I I I o (n a L--- J 2'X10"ACp LEDGER----___ 0 1 L-_ I J oW r- I I o---- - I F - f t -----X11--- 1T0 TUBE FOOTINGS 102 REMOVE EXIGTI NG MIN 36" BELOW GRADE o I I _ al j I U~ o STAIRS (MUST BE VIRGIN SOIL) T ° 12'-3' o~ I I ~I I I H n N 0 0 -~-~I - 3 2X10 ACq GIGIRDER - r- 2"x10" ACQ JST. 2'k10' AC JST. 0 o~ 0 m12 O.C, 1 0I I ' II I I 1_G 15,_81" o EXISTING I-----" ~~-------------I------ EXISTING Q o 02 I F U U N U A I I U N FLOOR PLAP PLAN LL W ~ i III r --'L--L--~ I SCALE: 1/4" 1'_0" I lip I l~ e l I III I I ® I I O FRAME WALL HT I I I I 4" VENT x \ / - I x TO ENGAGE RAFTE q~ P~ I~ (~I I THRN ROOF OPEN IN FRA CUPOLA I FOR I ~(IYP.) I I ~a CEN I R OORGAIAGE I JP l 1 I I ® q<< doe N• I %o I I I x 0 BELOW I z -6" I 2" 19" R' I I I Y--- I 12" ML RIDGE F- -112" ML RIDI 2~V All, L_ -J (AV III I W.(C. I I \ Lq~ ~ I I i I ~ Ii Charles M. Thomas I I B I ILCONY i I IS i SHOWER I I I I a ~ ~ \ I I T T I a r c h i t e c t I 1 SECOND FLO( SECOND FLOOR PO BOX 877 JAMESPORL NY 11947 (631) 727-7993 I l i t I ~I I a~ 6 10 I :O x x 2" 33 2' 11/2" I 1/2" I Na T I x ® ivl NI I -I N I PROJECT V M I WEISS RESIDENCE I I I I I 195 BAY RD ~~1 2 X®" R.R. 2,~x0 1 R.R CUTCHOGUE, NEW YORK JP / I I II I ~ / I 16, CONNECT TO APPROVED J I I F.A.I. & SANITARY SYSTEM FOUNDATION PLAN ROOF FRAMING PLAN THRU L~ L---------------------~ FRAME REVERSE- Lam- - ~ =r=JJ I I ` AND LAYOVER MAIN ROOF - - I FIRST FLOOR o j BACK TO BATH WALL N I 33" CAPE: 04/26/12 PROJECT N.. \ mo :2I I DRAWING BY. CM, T. RD I CO CHN BY. I CWC Na EMC RAFTERS\\ ` I Z•MS• m R O 0 F F R A M I N G P L A N PLUMBING RISER DIAGRAM ,M 0- 004-00 1,,2'.0" OR H MAFTERS\\1 - J SCALE: 1/4" = V-0" SCALE:: N.T S. OF 9 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERNCE, ARE 7HE EACLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. '.Y WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTAC ITH T (?M SHALL CONSTITUTE PRIM/ . CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ED ARCy~ II 5 M TNp l i e. U I1 k AT N PROVIDE RIDGE VENT 024 ARCHITECT REVISIONS D E S C R I P T I O N 6/4/12 9/24/12 PER OWNER ASPHALT ROOF SHINGLES a I m UW ® b z ~ . oZ 0 I, U - W GRADE -0 0 0 - EAST ELEVATION 3 SCALE: 1/4" = 1'-C" Q oW 12" M.L. RIDGE BEAM C) L TYPICAL ROOF CONSTRUCTION 0 ASPHALT SHINGLE ROOFNJG 12 TYPICAL ROOF CONSTRUCTION OVER I5/ ROOF FELT ON 1/2" 12 ASPHALT SHINGLE ROOFING 2"X10" R F RAFTERS 0 16' O.C. OVER 15/ ROOF FELT ON I/2" COX PLYWOOD SHEATHING. )OD SHEATHING, ~12 2'X10' ROOF RAFTERS 0 16" O.C. 0 Q m /-LINE OF ROOF BEYOND TYPICAL CEILING CONSTRUCTION (RUCTION n / \ \ z" x to" CEILING JOISTS 016' O.C. / \ W/ R-38 BATE. INSULATION LL W \ \ TYPICAL FLOOR CONSTRUCTION UCTIO 'a if E W \ \ 11 7/8 TJ FLOOR JOISTS 0 16"O.C. m / \ \ \ ~W/3/4" PLYWOOD SUBFL G B E D/ 0 0 M TYI TYPICAL WALL ONSTRUCTIO y / \ CEDAR. SHINGLE SID NC 7YVEX HOUSE WRAP EXISTING ROOF RAFTERS ALT SHINGLE ROOFING 1/2" COX PLYWI I/2" COX PLYWOOD SHEATHING ON 2"%4 YID. STUDS 0 16' O.C. / ,TO BE REMOVED / o o o PORCH ROOF -ASPHALT SHINGLE ROOFIN( R-15 INSULATION \ OVER 150 ROOF FELT ON DX P GN 12 EXISTING CLC. JOISTS TO REMAIN \ IEATHINC. / / / / / / / \ \ ¶ a 3 2/X8'CROGFLRAFTOERS 0 I6I OF. 0 16" O.C. NEW 117/8" TJI JOISTS OVER EXIST. R Charles M. Thomas CONTINUOUS SOFFIT-Oj' `(3) 2x12 GIRDER VENTING CONVERTED ' a r c h i t e c t 9 F F I C E E X I S T I N G PO BOX B77 JAMESPORT, NY 11947 (631) 727-7993 EXISTING EXTERIOR L ao EXISTING EXTERIOR WALL_ C H E N TO REMAIN TO REMAIN PROJECT - EXISTING 2"X4" ]a - EXISTING 2"X " WALLS TO BE WALLS TO BE WEISS RESIDENCE REPLACED WITH 2"X6" REPLACED WITH " 6- 0 16" OC FRAMING 0 16" OC FRAMI 195 BAY RD EXISTING FLOOR JOISTS TO REMAIN 2x8" ACC) JST, CUTCHOGUE, NEW YORK 0 16" O,C, 3) 2X10 ACO GIRDER 1 GIRDER EXISTING 12"0 TUBE FOOTINGS o DTINGS C' PLANS C E L L A R; MIN 36" BELOW GRADE W GRADE EXISTING BLOCK FOUNDATION WALL (MUST BE VIRGIN SOIL) GIN SOIL) TO REMAIN DATE 04/26/12 PROJECT NO. DRAWWO BY, C, M. T. CHK BY DWC N. CROSS SECTI ON 1 ?A - 005- 00 OF 6 5 SCALE: 1/4" = 1'-13" L CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTONS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL '.SITE FOR WHICH THEY WERE PREPARED, Y WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNIISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIM, PS r v j ory(. MT ARCHITECT b * g't RAISE EXISTING BRICK CHIMNEY REVISIONS D E S C R I P T 1 0 N 2" ABOVE ROOF 2 1 °ASPHALT ROOF SHINGLES° ZOOF SHINGLES 12 - -12 ~ 11 _ 11 ASPHALT ROOF SHINGLES 12 11 12 11 'a I -12 c 11 ~ to ~ e ® m -ASPHALT ROOF SHINGLES- T.O. SECOND ROOK 8'-0" PLATE HEIGHT ® ® T.0_WIN00W$_ I ~ U ® D II I m a0 zZ W 0 ° CEDAR PERFECTION SHINGLES 9 ~I w ® CEDAR PERFECTION T.O. FIRST FLOOR ~W ° SHINGLES - - - - - - GRADE U T_ I OCC4 f'n'ANC v' OR 0 Ual ~UNLAWFUL ,,VffFIC,:UT CERTIFICATE E V A T I 0 N F R O N T E L E V A OF CI OUPANC1~ SCALE: 1/4" = 1'-0" PLUMBING Q ALL PLUMBING WASTE & WATER LINES NEED W TESTING BEFQRE COVE / n I PLUMBER CERTIFICA 8N U J ON LEAD CONTENT BEFORE Y I CERTIFICATE OF OCCUPAI'JU O SOLDER USED IN WATER Q CANNOT ° SUppLy SYSTEM EXCEED 2110 OF 1 Q/. LEAD, m O ~ t2 12 2 - ~12 APPROVED AS N TED Q C2 6 II II DATE / 3 i B.P 4 _ 3 n. n I ~ Q6 FEE' I 0 BY - LL NOTIFY BUILDING DEPA rVFN' Q6 I II I 765-1302 S AM TO 4 PI FOR I ` / / II II \ FO NI IWIOA'J / ASPHALT ROOF SHINGLES 1I vI, i FOUNDATION- TWO ROUIREf5 LT ,"f. FOR POURED CONCRI- TE 12 2 PO.Gh. FRAMING PLU%1E JG. II I I so I EPPING. ELECTRICAL BCAULKING ' I I I 3 IN` LTDN ELECTRICAL u F 'J ,,L LDNSTRUCTION ELECTRICAL 12 12 All •RECOMPLETEFOR .0. INSPECTION REQUIRED I I 12/ N12 ALLL RUCTION SHALL ET THE IEEL REOIP ^'NTSOFTHEC ESOF NEW b I II CEDA m SH NGR PSERFECTION II Yn%g T,,TE NOTRESPON BEE FOR DESIGG OR CONSTRUCTION RRORS. II I I I RETAIN °3'ORKI WATER RUN FF I I I PURSUANT TO CHAPTER 23 4 I I ' I I OF THE T WIN CODE. I I I - ASPHALT ROOF 'SHINGLES I - - Charles M. Thomas I I a r c h i t e c t I PO BOX 877 JAAIESPORT, NY 11947 (631) 727-7993 0 ,m PROJECT 0 'm CEDAR PERFECTION WEISS RESIDENCE SHINGLES NEW YORK GRADE I PLANS GRADE N O R T H E L E V A T I O N SOUTH ELEVATION SCALE: 1/4° = 1'-0" SCALE: 1/4" = 1'-C" The design of this structure Is based up Ore Is based upon prescriptive approach using the DATE, 10/20/11 Wood Frame Construction Manual (WFCM) Manuol (WFCM) 2001 SBC published by The American PROJECT ND Forest and Paper Assoclation. Nan- Stn York State 'RESIDENTIAL CODE January 2 rlion. Nan- Structural Iements are based upon the New DRAWNG BY C.M.T CODE January 2010 CHa BY owc OP. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE FLOOD UVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ !ATHING USE/ HEIGHT LFREEZING TYPE OF SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAp SUCTION LOAD ,CCU LOAD OCCUPANCY WNSTRUCTION [9-F0011-E0001 CLASSIFICATION 1 OF 6 LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLAS: I WEATHERING ,EPTH TERMINATE DECAY REQUIRED i 45M 120 a SEMITE 0' ro RATE VWOHT 11 Y E a Few 1996 A9 Pff 20 MF PERIMETER EDGE ZONE - 6,72 1 EDGE ZONE - 65.6 Pff RES S.t PSF RESIDENTIAL 27 T1PE V HEAW MODERATE nRM MI INTERIOR ZONE - 51.4 PSF 9iTE1110R ZONE -26,9 PSF . Ml PSF L CONSTITUTE PRIMA FACIE EMDENCE OF ACCEPTANCE OF THESE RESTRICTIONS OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. iY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD,'IIN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. 71TLE TO THESE PLANS SHALL REMAIN WITH ITHE ARCHITECT.ASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIM, THESE DRAWINGS AND ACCOMPANYING SPECIFICA?ONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY ~s a LL N CIL MT tJ S ARCHITECT REVISIONS D E S C R I P T ION 70'-2" 70--2-- 101-o" 4•_8" 14'-4" 1Y-1' ? ? 11•_6" I 12'I 0' WOO DEC 0 i OPEN R F FRAMING = SING = C1 o A OVE O a N ~ 14ST.1 'N N N ON N2"x10" ACO JST. 2"z10" ACm ®T2 O.C. ®T2" O.C. VI REMOVE AND REPLACE EXISTING D" AGO JST. CABINETS PER 72" O.C. OWNER 2 1 I I I 3046 3046 EGRESS EGRESS FM 6066 3046 EGRESS EGRESS 2432 2432 2 1O 2-2"x12' HOP - 2-211 ' HOR 2-7x12' NOR 2-2"x12' HOF SING - - - - L - - - 8'-7 CLOSET OOR m REMOVE 1 i3 13-2 REMOVE E%ISTNG R OVE STPNG W 0 EXISTING in ENZ MARROWS COLUMNS 34-1" WAN 0 WINDOW 'W MN E%ISTING W 'o w 3 ^ PER OWNER SHORT WALL W/COLUMN VNER) j LAUNDRY B A T H io ul q (PER OWNER) EXI STING O s-K E S __L K I T C H E N S ~REIEOTM CeRWNI 6'-8' UW P A I 0° ^ SITTING ROOM 2068 0 E X A N D IIJ D DO DIIN INJIG O SMOKE REMOVE EXIST' ©-MENci '~YETELTW zZ a -D rc GRAPE LE EL 1O - ®-DETEO ESCraR N F R 0 0 r--- tLe n N~ N O U ~ n U LINE OF EXIST. WALLS 0 + w r=®~ I ^TO BE REMOVED (TYP) r SELF N h xe Q"DETECTOR - - - LOSING 1 n oW dRBON 0. MONOXIDE EXP AN DEll = QO DEM.Tw 6 2) _112/0" ML FLUSH e ® ( FLUSH 2 C A RI d CLOSE OPENING _ L ON. IHR. RATE I ',II ro o ° I E OFE ~E OF EXIST. WALLS 15/8" TYPE X SHE TTROCry N m TO BE REMOVED (TYP.) pz WALLS & CEI RNIG ' r 1 °w TO BE RE REMOVE DOOR in y M 2000 M Zz iV O o- (2) 117/e' ML FOR CLOSE OPENING 1 O K O g ~L U ¢ _ _ NO W 12 X 45 STL AM Q~ c LIN OF EXIST. WALLS FRENCH I 1 x I I j u o _ 4" DIA STL PIP 0L~ E(~CH SIDE TO FOUNbATION ®5"m TO BE REMOVED (TYP.) POCKET DOORS 'N (2)-2668 (PM MER) E 7 ~O II E% S T N G u' o E LIVING 5~% ROO9M01(E O`REIEIT. I 1V H- 6 oW I 'f z0 CL < BEDROOM o~ EXPAN D \J, I N o~ SMOKE $a B A I'I RAISE F RAISE FRONT PLATE HT DROP FLOOR FRAMING FOR 1 o Q"DErFCiaa 125 FA1 ENHAUSi a I v FAN 'OI EXTERIOR I (LIVING (LIVING ROOM ONLY) ~ LINE 80F EXIST. WALL BALCONY ABOVE ^ TO BE p 0 0 y M VED INCLUDING-1 ST. WALLS FOUNDATION ALL TO ALLOW n ° ..L_ 1 n UP r LINE OFI EXIST. WALLS )VED (TYP.) FOR N~W CONC. SLAB .n 24'-6' 21'-7'11 _ 13•_20 rca 'TD 9•-3" 7 15 To BE MOVED (T1P.) 24'- 0 TF 11 2-2"x12" HOR 2-V.12- HOR 2-2"42" HDR 2-2""12' HD L_ _ O - 7- I-ME lo~ o 852 3046 3046 AX 281 7'- 6" 5 0 652 o REMOVE EXIST. O,H. DOOR 2 -sw N r EGRESS EGRESS I- TRAIN TRAN AN IRAN U0- o O o m 1 N 66 ~I o 46 r NEW INFILL CO STRUCTION / Ir INDICATIVE OF m L. !a PR OP 05 ED „ ti6 ru4 Y v a ® z xzs n s NEW CS R oR (TYPCAON THR OU COHOUT off; WOOD PORCH U ax /%2.ris..R\\ ' W ~ x a N ~ i E G E N D IN 10 (3) 2X12 GIR ER _ (3) (3) 2X12 GIRDER - EXISTING LU - TO BE R MOVED aRAFRS /Z RA L------------------- j - L_q r -PROPOSE FRAME WALL WOOD NUMBOETER20._g., 5'-10„ 4,-2„ i6'-8' 2 12,_3„ 2 10,_0" 70!-3' 70'-2' F LINING ADDITION - 53 S LIMING 225 SF GARAGE iF GARAGE Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 F I R S T I R S T F L O O R P L A N PROJECT SCALE: 1/4" = 1 ,LE: 1/4" WEISS RESIDENCE NEW YORK PLANS DATES 10/20/11 PROJECT N. ORA"NC BY C M.T. CHK BY. BwB No. 19- 002-00 R OFB CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT,VISUAL CONTACT MTH THEM SHALL CONSTITUTE PRIMA E E EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED R1 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS Of SERVICE, ARE 1H ~~PS i ~y ~ rp N Lc T CL j ° p ARCHITECT REVISIONS D E S C R I PT I ON rr- - I II III II 60'F2" 55-2" 55'-2" 12' 0.1 6'-6" 12'-7" 7'-4" 4'-10" 6'-0" 6'-0" 6'-0" 5'-9" 6'-10" i I z 1 I ' 3046 3046 W 3046 3046 EGRESS EGRESS 24 24310 24310 EGRESS EGRESS ~''I 2-2" • NGR 2-2"r12" HGR - - - I~ 2-2"^12!' H0R 1...-~.J 11'-6" 1 OW 3 UW 11'-4" w I 2"X10" CLG. J015 7 6 oZ 16" OC. R-38 IN UL. C OSET 18._9.. Y LL= _ - - - - - _ _ M A S T E R o ° ° o _ J sd B A T H m _6. F 125 CFM E%HAOST FAN TO EXTERIOR O F F I C E ° J S. MlEC oW 10 p O SMO E 6 '-oEtECmA ~ ~-uctECrap ~I 2668 Q 2 68 0 a n 2668 2668 n o ° -o ~ 19'-_5 5" 2668 a opw ~O o- " M A S E ~ m Z -oErecrox ~ B E D R 0 0 M o MMOM MWOpoe s m OESCiOH v0 N JC oU) n O SMOKE Y I(I P ® BALCONY I 5 `oEiECia+ K n < m F n Si -3.. 15DN, ro i DO R a 0 0 2fifi8 q lV O N x. N N ~ oW H O 6'-7" SINGLE PLY RG66E ROOFING 0 i n OVER 45t ROOF FELT ON /4" 00% "O.C. 0 SHEATHING. ROOF RA TERS 016"O.C. ty ? I H C N N Off, 15-0" PITCH ROOF FROM ESIOENOE rc p o~ 2ss~% CLOSET F 3 66~ o , a LL ry N 3'_fi" `J 0 0 7'_0•' C V ? 0 ~J II O N I m I o 16X10C@G38011NSU . I m I Q ow Y 7~-6" m 2-2"x12" HOR 2-2"rt 2' HOR 2-2"112' HOR LINE OF WALL HELOW J r=====_---~ In - - - - - - - CU TOM - T A 251 A 1 A 251 A 1 A 251 ~I II I I I ~ ~ ~W I I I / ~ I I / PORCH ROOF BELOW L_ 4'-10" 4'-10" 6'-2" 7 1_0.1 6'-2" I I / I L----------------------------y - - - - J noolnoN -loaf sr i Charles M. Thomas a r c h i t e c t SECOND FL D )OIiION - 1097 SF LINING F L 0 0 R P L A N PO BOX 617 JAMESPORT, NY 11947 (631) 727-7993 SCALE; 1/4" = T'-C" PROJECT WEISS RESIDENCE NEW YORK PLANS BATE: 10/20/11 PROJECT No. DRAWING BY, C M.T. CHN BY. DWO No. KM-00 30F6 ITITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUDMCA710N SHALL DE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WTH TIHE ARCHITECT.WSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE F N T \ N~ O \d~(>bby ARCHITECT \REVISIONS DESCRIPT ION 12'-0" 6._31" 5._31, 61, 22 22 Y2 12"0 TUBE FOOTINGS MIN 36" BELOW GRADE (MUST BE VIRGIN SOIL) _ J . J L - J L - (3) (3) 2X10 ACQ GIRDER 4'-10 ° ~kv I n iv I U o U O N Q ~ I - I O I I 24'_1• N W to'-a" I I CONCRETE BLOCK WALLS J 2"XW AQQ LED !"X1O_AGO LEDGER I I 1 17 777T71 I I..I I I: - - - - - - - - - - - - - - - - - - - - - - - - I- II DP - - - - - - - - - - VERTICAL n Z U w - - - - - - 44-7 u ANCHOR H R #5 REBARS 012" AND BOND TO EXISTING I I Ij II CRAWL SPACE _ (TYPICAL) - - _ - - 0 z 0 I I lil II n III REMOVE EXIST. B" P.C. FOUNDATION WALL ON j oW o L - J ° o E X II S T 1 N G _ S T I N G STAIRS - - - - - - - - - J 8"XI6" P,C. FOOTING n - - - - - - (TYPICAL) LLAB NEW INFILL - - I-I x® E L A R o -0 FRAMING TO I I II I I II 3-2" X 10" GIRDER MATCH u I a EXISTING EXISTING SLABAB TOs 3mF o- I II II DN. SLOPE NF 4 TO DOORS H o J o Q~ - 1 r --I r-~ r -i - I) ? J r m 4" POURED CONCRETE SLAB zz nun H OVER 6 MIL. POLYETHLENE OMD L-J L-J L -J L - J L - J L - VAPOR BARRIER ON WELL 4 z G ° - - CI COMPACTED POROUS FILL a Z U ? N PROPOSED CELLAR STAIR eU¢cmlcnL G A A G E I o rv W 0 iol-ol o Li _ o - tV 1p 0 o I II II II I~ a II I 5 I elm N I I J O Vc N 5 `pElEiaq L-I 0 0 m ©~o°P :1 1 H 3mz r o~ 0 I II L J ? SLAB TO SLOPE UP 111/e" TJI JOISTS e c L e a DN, 4 TO-'r DOORS I F N O m 15R ' i 15R AR-19; SERIES z j m o GO. O L - , INSULATION 's0 LINE DF EXISTING 0 FOUNDATION WALL ANCHOR AND BOND TO EXISTING TO BE REMOVED 10-0a U Q o m I I II I _ WITH (f5 REBARS 612 O.C. VERTICAL v - ---J j - _ - o - - oW o - - - - - - - I 2%10" ACq LEDGER REMOVE REMOVE Fa815TING I 7'X10" AGO LEDGER o J _ _ _ _ _ _ _ _ _ J N STAIRS H -1-- UP - - - - - - - - - - -Lu STAIRS 19 El - ANCHOR AND BOND TIC) EXIST NG _ - - - - - _ - - _ J 6" POURED CONCRETE FOUNDATION o. d WITH X15 REBARS 012" O.C. \ ER11CAL WALL ON 8'X16" POURED t, _ - _ _ - - CONCRETE FOOTING 16'-6„ 1O ° 12'-3" iB'o^ m 20 ,_9„ - - - 10, x 10,_6„ x ,n N ZV _ , 2X10 ACQ GIRDIER ~I _ 0 i 712"0 2X10 ACQ GIRDER r TUBE FOOTINGS 6" BELOW GRADE T BE VIRGIN SOIL) 12'-3" 11 -41 Charles M. Thomas . O a r c h i t e c t PO 90X 917 JAMESPORT, NY 11947 (631) 727-7993 PROJECT WEISS RESIDENCE NEW YORK PLANS DAM: 10/20/n PROJECT N. BRRWNC BY. C.M.T. CHK BY ONG N. 0-00 -00 4 OF6 CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, NERE PREPARED. REUSE, REPRODUCTION OR PUBUCATON BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH{ THE ARCHITECT, VISUAL CONTACT ATH THEM SHALL CONSTITUTE PRIMA I THESE DRAWINGS AND ACCOMPANYING SPECIFlCATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGIWL SITE FOR WHICH THEY WERE PREPARED, RE ~P5 T O N ARCHITECT REVISIONS O E S C R I P T 1 0 N ASPHALT ROOF SHINGLES T CEDAR PERFECTION 12 SHINGLES it m I a CEDAR PERFECTION CEDAR PERFECTION W SHINGLES SHINGLES U w zZ CEDAR PERFECTION 0 o ° SHINGLES ° oW o ° 0 GRADE o- Q~ oW o~ RIGHT SIDE S I D E E L E V A T 1 0 N 0 0 3 SCALE: 1/4" = 1-0" I„ 0 U ° TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLE ROOFING OVER 151 ROOF FELT ON 1/2' CDX PLYWOOD SHEATHING. 2'X10' ROOF RAFTERS 0 16' D.C. 12 12 Q o 6 12 ~12 Q 6 m i o iii ~ W iI TYPICAL ROOF CONSTRUCTION \ \ \ ASPHALT SHINGLE ROOFlNG \ UNE OF RAFTE $ BEYOND I OVER 15/ RDDF FELT ON 1/2" CDX PLYWOOD SHEATHING 12 2"XIO` ROOF RAFTERS 0 16" O.C. 5p AV/,It 1 12 12 1 1SHINGLE ROOFING 2~ ~12 0 PROPOSED CLOSET PROPOSED HALLWAY OVER 15,# ROOF FELT 0 t 15,E ROOF FELT FELT ON ELL I m CONSTRUCTION 1/2" COX PLYWOOD SHEARNNI 'LYWOOD SHEATHING, 111 L LINE OF MAIN S6COND RCEDAR. PROPOSED CLOSET I PORCH ROOF - ASPHALT SHINGLE ROOFIN G TYVEN HOUSE WRAP I 2"XB" ROOF RAFTERS 0 16" W RAFTERS 0 16" GC. FLOOR BEYO D I/2" COX Wp~ RN1B INSULATION EXISTING ROO F RAFTERS TO BE REMOVED r T I r 9 ' TJI FLOOR JOISTS 0 16"O.C, W 3 4" PLYWOOD SUBFLOOR DUSTWG FLOOR JOISTS TO REMAIN (3) 2X12 GIRDER W 12 X 45 STL BEAM Charles M. Thomas a r c h i t e c t TYPICAL WALL CO TRUCTIO P R O P O S E D PO BOX 917 JAMESPORT, NY 11947 (631) 727-7993 CEDAR. SHINGLE SIDIN K HOUSE AP G A R A G E I 1/2" COX PLYWOOD SHEATHING ON 2`0- . STUDS 0 IV` O.C. a PROJECT a EXISTING BEDROOM EXISTING BEDROOM R-151NSU RON 1HR. RATED a EXISTING E%TETTOO REMAIN NEW SITTING ROOM 5/8" TYPE X SHEETROCK WALLS & CEILING WEISS RESIDENCE NEW YORK EXISTING FLOOR JOISTS TO REMAIN 2'8Fl AC JST. 4" POURED CONCREE SLAB 4 MILL VAPOR BARRIER ® 16" O.C, (3) 2X10 ACQ (3) 2X10 ACQ GIRDER GRADE 2"x6- C SILL LATE A12"or TUBE FOOT TERMITE SHIELD 2"0 TUBE FOOTINGS 1/2" oIA. ANCHOR BOLTS 8" POURED CONCRETE FOUNDATION PLANS MIN 36" BELOW JIN 36" BELOW GRADE ® 32" QC. WALL ON 6"X16" POURED MUST BE VIRGIN SOIL) CONCRETE FOOTING EXISTING CEUAR (MUST BE VIRGIP EXISTING BLOCK FOUNDATIONREMAIN WALL 22'-6" DATE: 10/20/11 PROJECT N. DRAINNG BY. C M.T. CHR 9Y. OWG No, CROSS SEC T 1 0 N 005-00 5 OFfi T C R O S S SEC T 1 0 N 5 SCALE. 1/4" 5 SCALE. 1/4" HALL CONSMU E PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THEY WERE PREPARED. REUSE, REPRODUCPON OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIGITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.NSUAL CONTACT WITH THEM SHALL CONSTITUTE P THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SEANCE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBUCATON SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPAR C PS ~ Z N ly y!6 C) T ARCHITECT REVISIONS DESCR I P T ION I I III 60' 60'-2" II I ~ I II 1 1 I jl z I 1 3046 3046 3046 3046 EGRESS EGRESS 24310 24310 4310 24310 EGRESS EGRESS In 2-2.0 " HER - - - FF - - - 2-2".' " HDR 2-2" DR 1_-J G ` I~ 3 II 2"X10" RR w / ]'-5" a 0 j ¢ w W " ®ts" oc. W. 1. 1 / c osEr M A S T E R - - - - - - ASTER ~ o \ m W - J ss8 B A T --H 3 T H m ^ 4'-6" 125 CFM EXHAUST FAN TO EXTERIOR .5 CFM EXHAUST 2"X10" AN TO O EXTERIOR RR O F F C / / U Y, ®1B" OC. Z 0 2"X10' RR o z ®1 0 OC. I Z 0 o % C7Mm / / ? U p U O oW IAS `DER x° 12' ML RID E~vpy m O BEDR 0 M P~ d a~ ® ~ tO iv e 10* RR x^ 00 oc, 12" ML RIDE rv EGG. 12" ML RIDGE / _ * \ N ® / 15R 12"ML RlD.G L 0 / / rcg ~ ~c5 uC O sz Q io / ° io \a '~u % 41 i ~a 15'-0' ~rG rv ® i / (V® / 1s Ncm W.1. ro3 . 3 1 °'a LOSET z .m J o ~ ? o LW K ° All \ \ IF ~ I K U it `o Hia\\ / W I o 2X10" RR WT 0 tt 16" OC, RR 2 XI) RR N® ' V) Q \ / ~I \ o ° - 2-2.4- HDR 7~ 2-2x12" HDR o v+ o /T 2842 A 251 A 1 A 251 F-L k 251 2"x10"'RR 2"X10RR ----------1 / 8'-8 o m Lo III/ a 6 n 1 \ io < V N N LW III L 2"x8" PORCH I -RkRRS \ 'x8" PORCH` j \I VENT / ® 1(6" OC 0 16" DC OF THRU yp') - - - - - - - - - - - - - r(T I TYP,) JILT I R00 F FRAM II 5 SCALE: 1/4"' = 1'-0" I I I I 1 1 I I I 1 1 I W.C. LAV I Charles M. Thomas TUB a SHBWFR SECOND FLOOR a r c h i t e c t LOOR PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 2' 2' I1/2" PROJECT I I WEISS RESIDENCE I NEW YORK I I I I I CONNECT' TO APPROVED PLANS F.A.I. & SANITARY SYSTEM I I I FIRST FLO FIRST FLOOR DAME 10/20/11 PROJECT Na. DRAWING BY, C.M.T. cc CHN Hy DWG Na q M ?A - oos oo PLUMBING RISER DIAGRAM aae 4 l SCALE: N.T.S THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERKE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSI !E PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE AIRCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FA( 4STITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRIC110NS. 301.7 TOP PLATE FRAMING TO ACCOMADATE TABLE R F ST BPS O ~Y CORNER AND PARTITION POSTS 5T5 ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS o - ~ 00 PIPING - R602.7.2 STUCTURAL MEMBER ALLOWABLE DEFLECTION o Z TOP PLATES RAFTERS W/ GREATER L/100 N JOISTSROR APPROVED ROOF TRUSS SLOPES THAN A WIND TOP PLATES 4TES LL. >6 ° Q FINISHED CEIUNG SECOND STORY TOP PLATE- GYPSM BOARD INSTALLtI WFC TABLE 3.1 ATTACHED TO RAFTERS ARD INSTALLtUMN STUD INTERIOR WALLS AND H/180 TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. ACCORDANCE WITH CE WITH PARTTONS yk JOIST IS PERMITTED TO NOTCHING PROVISIONS FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEIUNGS DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z rFLOOR OIST- BETWEEN ^THESE LIMITS WALL STUD- LING AND / SEE DRILLING AND OF STUD DEPTH MEMEBERS DIAMETER 40% 0 EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH BOTTOM PLATE G PROVISIONS NOTCHINGPROVISIONS CTION PROVISIONS WFCM SECTION 3.4.1.1.1 WOOD STRUCTURI 1/3 SPAN 113 SPA NSTALLED IN ACI OD STRUCTURAL PANEL STUCCO FINISHE TALLED IN ACCORDANCE 5/13" MIN. TO EDGE EXT. WADS-WNO LOADS L/240 5/8" MIN. TO EDGE a d NAIL AT 6" O.C WITH WFCM TABLI H WFCM TABLE 3.1 NTH BRITTLE(b) FINISHES c T ALL PANEL EDGES} 8d NAIL AT 12" NAIL AT 12" O.C. ON ALL IXT. WAL S-' ' LOADS L/240 NOTCH MUST NOT EXCEED =XCEED 5/8" MIN. TO EDGE JOIST ENDS TO BE FRAMING MEMBER LAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH ERIBLEa FINISHES 25% OF STUD DEPTH H FOR BLOCKING BLOCKED AGAINST PANEL EDGES NEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT a, The wind load shall be permitted to be taken as 0.7 times the BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (Q~ CORNER DETAIL TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3-END RESTRAINT GYPSM BOARD INSTALLED ~D INSTALLED IN component and cladding loads for his purpose of the determining BORED HOLES SHALL NOT LL NOT IF HOLE IS BETWEEN 40% AND 60% o E SAME OF STUD DEPTH THEN STUD MUST BE AND 3.3.1.4 BRIDGING 9d NAIL AT 6" O.Cj ACCORDANCE WITH WFCM WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein, BE LOCATED IN THE SAME CUT OR DOUBLE AND Nd MORE THAN TWO FARING TALL PANEL EDGES BE LOCATED IN THE SAME of ma cc tillever,memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR ALL CROSS SECTION OF CUT OR 5/ " MIN, TO EDGE c. For aluminum structural members or poneles used in roofs or walls of sunroom additions or patio covers, not supporting edge of SUCCESSIVE STUDS ARE DOUBLED AND SO BORED 1 IN.x4 IN. RIBBON glass or sandwich panels, the total load deflection shall not z 0 LAP JOIST 3 IN. MIN. CUT INTO STUD - exceed L/60. For sandwich panels used In roofs or walls of BAND JOIST OTTOM PLATE FOR FIRE BLOCKING 7INSTALLED OD STRUCTURAL STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall \LLED IN ACCORDANCE WFCM 2001 SBC HIGH WIND EDITION not exceed L/120 TABLE R 301.2.2.2.1 WFC WFCM 2001 SBC HIGH WIND EDITION OR BLOCKING IN ACC( 16d NAIL AT 24 O.C. TH WFCM TABLE WFCM TABLE 3.1 SECTION 3.4.3.1.1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF S SECTION 3,4.2.1.1 FIGURE 3.3 A SILL PLATE JOIST e . NAIL AT 6" 0.C TAIL AT 6" O.C. ON ALL COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS CRAWL SPACE SUBFLOOR FRAMING MEMB, RS LING l AT PANEL NOTCHING AND BORED HOLE LIMITATIONS NOTCHIf OR BASEMENT MONOLITHIC EDGES AND 12 0. S AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING LING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEADLGAD DEADLDAD FOR EXTI 'OR EXTERIOR WALLS AND BEARING WALLS FOUNDATION SLAB-ON-GRADE FRAMING MEMBERS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES 1 EDGES WALL SUPPORTING 15 psf or less 25 psf NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY LD 12 IING FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS O PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING • ROOF PLUS ONE STORY 10 1.1 I' O LATERAL BRACE AT 6' O.C, L ILI BEARING WALL NON-BEARING WALLS: R602.6 (1) (2~ FOR SI: 1 POUND PER SQUARE FOOT = D,49 kN/MI(2) W a, LINEAR INTERPOLATION SHALL BE PERMITTED 2-10d NAILS (n W N TYPICAL WALL FLOOR & ROOF FRAMING JOISTS WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE ROOF FRAMING DOUBLE TOP PLATE L TRUSS OR CEILING JOIST W FOR WOOD STRUCTURAL PANELS Z T Q II 1 11 SEE STUD TO RAFTER GABLE END TRUSS 3 O FASTENER SPACING SECTION A-A OR STUD TO S7UD DETAIL ~-C PLE ND PICAS FASTENER 2 FEET 6 FEET BLOCKING Q W 6 PANEL SPAN EN ENDWALL I QUIREDORS U PANEL SPAN F PANEL tT TYPE I A A 10-8d 2 FEET F 4 FEET F 8 FEET 1/2' SPADNOALLOW S NAILS J / # HOLDDOWN HEADER STUDS A STUDS 5d COOLER NAILS AT 10" O.C. WO /D SCREWS 9" INSTALLATION T 10" D.C. Q A A NOTE: 2"x4" BLOCK NAILED TO EACH )NAILS ACH - - " " 16" i6" 12" DOUBLE 2 1 2 AiUHAL~IW-4E o 0 WO D SCRNEWS I6 CORNER Stub REQUIRED BRACE WITH 4-10d NAILS AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD BLDI 0 CONNECTED TO BLOCKING AT UPLIFT EACH END OF CONNECTION IS HEADER AND D. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT, HOIDDOMN o o TRANSFER SHEAR o b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. (PHD5) o ° ° ° CONNE SIMILAR CTION AT )TE: SIMILAR co Ec R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" D.C. - ~T 7" O.C. z W )UNDATION. AT R UIR BOTTOMWALL CRIPP ES TOP AND 20 GAUGE STRAP z Q c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. ° FONOTE:UNDAT ON. NAILS AT 6'O.C. 10-Bd NAILS d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE 2-16d COMMON ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE ° , ALL FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT W END W WITHDRAWAL CAPACITY OF 490 POUNDS. SIDE WALL e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 Fn) -wBROOR I (WFCM FIGURE 3.7b) CONNECTIONS FOR OPENINGS 8d NAIL AT 4" O.Q. Q ENDWALL STUDS v EXTERIOR WALL STRAPPING SCHEDULE FACE OF FOOTING CEIL CEILING BRACING GABLE ENDWALL TES AREA HOLDD015N USED / LENGTH NUMBER OF =STUD NAILS ~l BAND JOIST v 12" MAX. ~ w (WFCM FIGURE 3.7a) RIDGE SIMPSON CS-20-40 INCHES MIN, 6-SdPER RAFTER FTER TO RAFTER a NASLS BASED O~ RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d~ TO RAFTER ERY RAFTER SH AR WALL R Q B-ad TO STUD 2-8d TO PLATES 0 UIREMENTS 0 FLOOR TO FLOOR SIMPSON CS-2D-40 INCHES MIN. 40-8d CONNECTION RY MID 10P PLATE w PROVIDE RAFTER TO RIDGE TENSION STRAP < P1 H NO CEILING CENTER p BLOCKING RI RIDGE HANGERS IF USE 8-8d COMMON NAILS STUD TO SILL PLATE AMPSDN H-8 5-8d TO STUD RY SN0 0 4-Sd TO PLATE RAFTER TAILS ARE NOT EACH END OF 1-1/4 r N 0 rE BUT NEED OT y H// BUT NEED NOT REQ HIREDM ON SHEATHING JOINT Rf ED 15 FT. AX, EXCEED 40 FT. MA . 5 32 W 0D STRUCTURAL PANES S1 NOTES: IREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ° o SANE S STRAPPED TO TOP 20 GAUGE STRAP zQ ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQU CONSTRUCTION, SST) 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND (PHDDOWN CORNER SND 0 TO 0 ° HOL a,. o, r a o cn° rni xm TInN cnNNFGTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. IPHDSI ° BASED OLN SHEARWALLOREQUIREMENTTS Pt UIREMENOW PLATE OF WALL BELOW o COORNECIED D A r, A k I ~r r~r 1 r r-~l rN 71~ rr, (,Ani r rn mtAlAI I n A I I nr1N1 rn AAAI K10 nAAdlnin ~°fl 11 \ U NAIL PENETRATION INTO FRAMING IS ACHIEVED. o ` o murorerc ancu. RHIVIIIV V INSTALL THROUGH FIRST FLOOR SHOE. o FLOOR TO FLOC DOUBLE 0 FLOOR UUNUA I IUIN ULtANAINUL t NUM :~)LUr't~) v/AnLL LINUVVHLL, 0MLLUUIN FFCrHIVII NU ETHOD RAFTER a w IN. P CONNECTION 'ION PREFERRED METHOD o Ai SN° HA N DW AE 8L AT 12" .C. DN HOLD DOWN OWN A LLNAFRAMING MEMBERS rLRS NOT AT PANEL EDGES 3 ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS WINDOW AND DOOR OPENINGS: vGS: GYPSUM BOARD °z RI RIDGE BEAM Cl) m 20 GA. STRAP- (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE IGURE w 16d NAIL AT RI 14" WIDE MIN. 3.7D & 4.7b) 4.7b) PHO6 24" O.C. R RIDGE TENSION STRAP DETAIL W/(8) 8d NAILS TABLE R301.5 NOTES FOR St: 1 POUND PER SF= D,0479 kN/M(2), 1 POUND = 4.45N. E U EACH SIDE SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. T A B L E O,C. (ALL PANEL b, APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN BLE R301.5 0 EDGES SECITRON R8b2.4.1 FOR CONVENTIONAL CEILING JOISTS AND SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO MINIMUM UNIFORMLY NAILING SCHEDULE (TABLE 3,1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 ORMLY DISTRIBUTED LOADS (PSI) WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT USE OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD LIVE LOAD REQUIREMENTS. GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE a t ° 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND SIMPSON STRONG'LIEHDU 6S O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 60 cn w SIZE PER MOST RECENT ATp~~G PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. SIDE WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT impson Strong-Tie 40 A U a .1 c E( GES) ANY POINT ALONG THE TOP DECKS L a. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR 2 L r A35- Chimney Framing TABLE R301.2.2.2.1 WOOD STRUCTURAL WALLS' PASSENGER VEHICLE GARAGES I. GUARD IN - FILL COMPONENTS (ALL HOSE EXCEPT HE SAGES 50 nK PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L cz 3 ROOF RAFTER RIDGE DETAIL DEAD LOADS ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. HIS LOAD NEED TABLE 3.1, WCFM 2001 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 3 SCALE: N.T.S. ROOF CEILING ROOF C ING ROOF CEILING ( LOAD REQUIREMENT. DEAD LOAD DEAD L ] DEAD LOAD HIGH WIND EDITION a g. APPLIES TO ATTICE SPACES NOT MEETING HE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROC FOR STORAGE PER FOOTNOTE b, SEE SECTION R802.4.2 FOR :EPING ROOMS 40 WALL SUPPORTING 15 PSF OR LESS 25 PSF LESS 25 PSF OR LESS 8d NAIL AT 6" O.C. 0 CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS 4E TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 1.2 AT PANEL EDGES AN LB) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 30 ROOF ONLY 1.0 1.2 12° O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 40 ROOF PLUS ONE STORY 110 11 ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm);HIGH OR GREATER SHEET NO. e. AT PANEL EDGE BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS !AILS 200 PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS Simpson Strong-Tie MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS - DOWN EXTERIOR CORNER O11, RTFRAMEDICOPENNGSIN ACCORDANCE WI HU SECTION 807,1:AND AY HDU FRAMING k1ET: ACCESSIBLE D-1 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. 2 CORNER BRACING DETAIL h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING 3 SCALE: N.T.S. ROOMS. (TABLE 3.1 WFCM HIGH WIND EDITION) (TABLE 3.2 B WFCM 2001 HIGH WIND EDITION INN The design of this structure Is based upon prescriptive approach using the SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR B( iNCHOR BOLT Wood Frame Construction Manual (WFCM) 2001 SBC published by The American NAILING SCHEDULE LATERAL ONNECTIONS RESISTING & SHEAR LOADS LR LOADS Forest and Paper Association. Non- Structural lements are based upon the New G E N E R A L N 0 T E S: ~pS 0 T E 5: ANCHOR BOLT CONNECTH FOUNDATION MAX, ANCHOR BOLT SPACING (IU RESISTING SUPPORTING NOTES 1,2,3,4 tt BOLT SPACING (INCHES) York State 'RESIDENTIAL CODE January 2010. JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 1/2" ANCHOR Boln For the Climatic and Geographical Design Criteria, see Table R301.2O 1 on 1. All works shall be performed in a< NCHOR BOLTS 70 sheet no. 1 municipal, local zoning and building < performed in accordance with all state, ~ o LATERAL AND SHEAR LOADS 1 - 3 STORIES ANCHOR BOLTS 4 NCHOR BOLTS 46 All non engineered lumber to be Douglas FIr#2 or better practiceurlsdlction and best standard I and building codes and ordinances a i best standards of construction d yJ o RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER 1. PRESCRIPTIVE UNITS ARE BASED ON ASSUMPTIONS N TABLE 3.2 Wind Llmitatlons-Section R301.2.1 The American Institute of Architects e of Architects Conditions shall apply y 6b 4-8d PER JOIST 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIM CEILING JOIST TO TOP PLATE TOE-NAILED LESSER OF THE TABULATED, LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Sectlon R301.2.1.1. (See Table R301.2.1.2. for Wlnd-Born Debris to all wort( performed on this project Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all con on this project. 9-16d EACH LAP OTHER AL_ BOLT FOR DAN ANCHOR BOLT SPACINGS SHALL B WALLS MUTIPLIED I ARE SH WM WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 7.4.1164. FOR Dead Load-Section R301.4 d< R 301.2.2.2.1 discrepancies must be brought to th LL BE MULTIPLIED BY THE APROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR ill verify all conditions at the site. Any 1 brought to the attention of the Architect CEILING JOTS 0 PARALLEL RAFTER FACE-NAILED IN TABLE 3,170, BUT N NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 8 FEET ON CENTER, FEET ON CENTER. Live Lad l 0301.5 prior to commencement of construct ~nI of construction. The Contractor shall be CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP 4, FOR THREE SECOND BST WAND SPEEDS GREATER THAN 110 MPH, WITH A TABULATED VALUE CONNECTIONS SHALL BE DETERMINED USING THE LOAOS FROM TABLE 3.3 TABULATED VALUE FROM TABLE 3.5 GREATER THAN 262 PLF, LATERAL Light and Ventilation-Section R303 responsible for corrections not report Minimum Room Area-Sectlon 0304 except for hidden job condo. dons not reported once he has started work COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE (TABLE 3.10 WFCM 2001 (HIGH WIND EDITION) )jvj Calling Height-Sectlon 0305 3. Contractor shall guarantee ee t to the conditions, z iarantee to the Owner that all materials and C BLOCKING TO RAFTER TOE-NAILED 2-81 EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FO..R 1 Sanitation-Sactlon 0306 il p e enf Incorporated In the work r :NTS FOR WIND LOADS Toilet Bath and Shower Space-Sectlon 0307 w will he of good quality, free from fc d In the work will be new, and that all work _ TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUJM NAIL SPACD U(IMUM NAIL SPACING Glazing-Section R308 of one year form the date of the fin ty, free from faults and defects for a period date of the final Certificate of Occupancy, OR PANEL SIDING FOR • Sd COMMON NAIL WALL FRAMING , Ed COMMON NAILS Garages and Carports-Sectlon R309 4. The Architect shall not be respom Emergency Escape and Rescue Opening-Sectlon R310 method, techniques, sequences or pr, not be responsible for the construction means, a fSEE NO 1) INCHES O.C, 12' ANCHOR ROLTS) Exit-Section R311 precautions and programs in connect equances or procedures, or for the safety ams in connection with the work, and he TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT 4 PERIMETER Landing-Sactlon R311.5.4 shall not be responsible for the cant) Ramps-Section R311.6 the work In accordance with the con: Is for the contractors failure to carry out ? TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE EDGE ZONE 18 F Stolrway-Section R311,5 Architect shall not be responsible for :e with the construction documents. The responsible for the acts or omission by N STUD TO STUD FACE-NAILED 2-16d 24' D.C. INTERIOR ZONE 18 E B 6 Handrall-Sectlon R311.5.6 the contractor No changes shall be r :nges shall be mode in the documents w F 12 (SEE VOTES Guards-Section R312 and/or the building as designed wlth< 12 (SEE NOTES 2) Smoke Alarms-Section R313 consent of the Architect. r designed without the expressed written ? HEADER TO HEADER FACE-NAILED 16d 160 O,C. ALONG EDGES E GABLE ENDWALL RAKE AND RAKE TRUSS 4 (SEE NOTE 4' 4 (SEr NOTE 41 Foam plastlc-Sectlon R314 5. The contractor and all subcontract fct. all subcontractors shall maintain continuous TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD F E- NAIL SPACING AT PANEL EDGE (IN) 4 (SEE NOTE 4' 4 (SEE NOTE 41 Flame Spread and Smoke-Section R315 Insurance coverage statutory policies Insulation-Sectlon R316 Compensation, etc.) and general Iiabil ututory policies (Worker 3-16d PER 2X6 STUD F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD ((IN) 4-16d PER 2X8 STUD 1. FOR ROOF SHEATHING wTHIN 4 FEET OF THE PERIMETER EDGE O THE ROOF, INCLUDING 4 FI K)F, INCLUDING 4 FEET ON EACH Dwelling Unit Seporofion-Seotlan R317 less than rid general liability in an mount not ui SIDE OF THE ROOF PEAK. THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHAI Moisture Va Retarders-Sectlon R318 = 5 million and automobile REQUIREMENTS SHALL BE USED. Por and automobile liability and damage FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT 2. TABULAR 12" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMII MEMBERS WIN 0P0.49. FOR FRAMING MEMBERS WITH 0.42<6<0.49 THE NAILING SPACINGS SHALL FTER/m<USS FRAMING Protection Against Decay-Sectlon 0319 coverage not less than n 2 million. T G SPACINGS SHALL BE REDUCED Protection Against Termites- Section R320 named Insured on any and all policies n S 2 million. The Architect shall be and all policies. 5 FLOOR FRAMING TO 6 INCHES 0, C. 3. TABULATED S" O.C. NAIL SPACING ASSUMES SHEA79NG ATTACHED TO RAFTE T7RRR//USS FRAMINI R Site Address-Section R321 6. Provide 0.025" of a mental shield, TEG R A U35 USS SHALL FRAMING BE REDUCED Accesslblllty-Sectlon 8322 insulation at all perimeter sills. C In 1 mental shield, other than aluminlum, over fibrous JOIST TO SILL, TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST MEMBERS WITH 00,4% FOR FRAMING MEMBERS WITH 0.42<0<0,49 THE NAILING SPACINGS SHALL 5F'A Elevators and Platform lifts -Section R323 7. All wood c contact with concrete star sills. with concrete or masonry to be Wolmanlzed TO 4 INCHES 0. C. TER/TRUSS FRAMING Flood Resistant Construction-Section R324 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END 4. TABULATED e O.C. HAUL SPACING MEMBERS TH M.49. OR FRAMING MEMBERS TT1T1 0.42<00.49 THETNAILINNG SP PAACINCS SHALL G SPACINGS SHALL BE REDUCED 8. A Sin Is station smoke defector al Foundatlon-Chapter 4 in each bedroomroom, on all floors and al :oke detector alarm device shall be installed BLOCKING TO SILL OR OP PLATE TOE-NAILED 3-16d TO 3 INCHES 0. C. Design based upon presumptive load bearing values of sandy gravel and or gravel 9. All bathroom without operable win< 311 floors and shall be all Interconnected per code. it operable windows to be mechanically ventilated LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST TABLE 3.10 WFCM 2001 HIGH WIND EDITION at 3000 pounds as per New York State Code, ~ Code, JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST w1w n aim (WT 85 g0 100 110 120 130 140 150 to be t m designed to provide per square foot. Contractor to consult Areitect if different loll materials are 10. Heating 130 140 150 found upon excavation, designed a ltrieperature of 0 degree Igned to provide 70 degrees F. with outdoor ure of 0 degrees F. and 15 MPH wind. BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST j6C F E F E F E F E F E F 11C F E F F E F E F or test hole, for alternative footing and foundation wall design. 11. All electrical work to be in accord to be in accordance to the rules and O regulation of N.Y.B.F.U. and a N.Y.B. Foundation Notes: to be presented to the Owner at the . and a N.Y.B.F.U. certificate Is Isaias e Owner at the completion of the job. r~ T- BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST LOCATION° TRUSS AXIMUM NAIL SPACING FOR Bd COMMON NAILS SPACING R 10 D BOX NAILS INCHES O.C. IC'OMMON NAILS 5l(8" Anaor Bolts (SSTB-28) See chart on this sheet for spacing 12. Plumbing Installation to comply w in to comply with State and Local codes H- Q ROOF SHEATHING SEE NOTE I) (INCHES OC) ( ) 12 j612 1 2 12 12 2 12 12 8 pawed concrete foundation wall, 8'-0" high, 3000 If test and the sewage disposal system to a :al system to meet Health Department standards, LIJ STRUCTURAL PANELS 8d SEE TABLE 3,10 INTERIOR 1 12 6 s 2 s 6 DIAGONAL BOARD SHEATING ZONE PERIMETER 12 I2 s b fi' fi fi 24 Minimum depth-Section 403.1.4, 48' minimum coverage to tw of footln 13. Do not scale drawings. Use figur i 2 s ix s I2 16'x8' poured concrete wall footings, 3000# test p 9 14, All work conform to the rules Inge, Use figure dimensions only. V) W N n to the rules and regulations of the New York N V Energy Conversation Construction Codi 2-1 3/4"x11 7/8' Microlam Girder (or 3 1/2"x11 7/8" Power Beam) glazed and all exterior door to have ve I Instruction Code. All glazed area to be double I =s 6 6 s 4" poured concrete floor slab with 6x6xjl10 mesh and vapor barrier 15. The Insulation protection as Indlcc door to have insulated cores. Ur I.' action as Indicated on these Plana exceeds W I"X6" OR 1"XB" 2-8d PER SUPPORT EDGE ZHE 219.2 4 1"X10" OR WIDER 3-8d PER SUPPORT 6 s 6 4 Damp proofing at exterior foundation below grode-Section R406 the Codas minimum standards. tandards. Q Z 30"00"x12" deep poured concrete column footings, 3000jj test 16. These drawings and specification I CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT shall remain the property of the Arch I specification are Instruments of service and CEILING SHEATING s s s s s s' s' BOARD SHEATNING Deck and porch flootings as noted, 3000# test, 48" minimum burled depth which they made Is executed or not. rty of the Architect whether the project for 0 ecuted or not. They may not be used GYPSUM WALLBOARD 5d COOLERS i" EDGE 10" FIELD SHEATHING SIZE RAFTER on any other project except by wrltte :xcept by written authorization of the Architect. / l TRUSS MINIMUM NUMBER OF Ed COMMON NAILS SPACING OR 10 0 BOX NAILS PER SUPPORT WALL SHEATHING (SEE NOTED INCHES OC) All footing to be carried down to undisturbed soil Inspection and certifications as requlrl been retained for site supervision, on-alts lJ rtlons as required or requested by the Owner, Q No footing shall be set higher than a 30 degree angle from any other footing contractor or local building departme 2 2 2 Pour no concrete on frozen ground or In freezing water, Iding department. STRUCTURAL PANELS 8d SEE TABLE 10) 1 F a I X F au11rU t- s z 2 2 2 z z z z z z 2 2 2 2 1 X ID a LmWm1 S6GT1M 12 - 19,2 } 3]} 3 3 3 3 3 3 3]} 3 3 t33 Foundation wall to extend a minimum 8" above finished grade 17. Architect has not been retained f. 3 3 3 Provide 3 1/2' steel lally columns. FIREBOARD PANELS E- NAIL SPACING AT PANEL EGOE (IN) Backflll shall not be placed against the wall until the wall has sufficient J J 7/16" 6d 3" EDGE / 6" FIELD F. NAIL SPACING AT INTERMEDIATE SUPPORTS UN THE PANEL FIELD (IN) strength and has been anchored to the floor above, or has been sufficiently UPLIFT - CONTINUOUS PATH CONNE( 5 PATH CONNECTORS O I~- 1. FOR ROOF SHEATING IWTH 4 FEET OF PERIMETER EDGE OF THE ROO. INCLUDING THE 4 FEET 01 IING THE 4 FEET ON EACH braced to prevent damage by the backflll (Section R404.1.7.) ITS SHALL BE USED Floors - WFCM Prescriptive Method. USE SIMPSON STRONG-TIE CONNECT( 25/32" Bd 3" EDGE / 6" FIELD SIDE OF ROOF PEAK, THE 4 FOOT PERIMETER ZONE ATTACHMENT REQUIREMENTS SHALL BE USED 2. TABULAR 12" O,C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS FRAMING MEMBERS WITH Floor framing shall be nailed In accordance with Table 3.1 WFCM HIGH WIND EDITION. FOLLOW PRODUCT SELECTION GUIDE ) ALL BE REDUCED TO S' D.C. Draftsto Ing - Section 0502.12 INSTALLATION MANUAL FOR HIGH WIN ;-TIE CONNECTORS r .ECTION GUIDE AND Z GYPSUM WALLBOARD 5d COOLERS I" EDGE 10" FIELD G)0.48. FOR FRAMING MEMBERS WITH 0.42<0<0.49. THE NAIL SPACINGS SHALL BE REDUCED T 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BIOX NAILS SHALL BE PERMIR TO BE SUBSTITUTEI TO BE SUBSTITUTED FIre pn blDCking -Section 0502.13. CONSTRUCTION CATALOG C-HWO2 L FOR HIGH WIND RESISTANT HARDBOARD 8d SEE TABLE 3,11 44.. TABULARNNAIL SPACING SASSUME A BILDIING LOCATED IN EXPOSURE B OG C-HWO2 0 W PARTICLEBOARD PANEL 8d SEE TABLE 3,11 (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) Floor Construction: ANCHOR BOLTS IN FOUNDATION USE; UNDATION USE; Z Q DIAGONAL BOARD SHEATING Y WALL SHEATHING & CLAD0)NG ATTACHMENT REQUIRE 3/4" plywood subficor, fasten per Table 3.1 WFCM. SST828 WITH BEARING PLATE, SEE Fl i PLATE, SEE FOUNDATION Simpson Strong-Tie W - T REQUIREMENTS FOR WIND Floor joists: see Foundation and Floor Plane, spacing as notedl. NOTES FOR SPACING Fasten per Table 3A WFCM. U210 2X6 1"X6" OR 1"XB" 2-8d PER SUPPORT LOADS EXPOSURE B 2-2x6 ACQ sill with termite shield and sill seal. SILL PLATE TO RIM JOIST USE: Finish floors per agreement. LTP4 16" O.C. AT EXTERIOR PERIMETI AST UJ 3-8d PER 6UPPORT SHEATHING LOCATH 1"X10" OR WADER STUD SPACING BRACING WALL PERNITER ALL PERMITER MAXIMUM NAIL SPACING AND GARAGE/HOUSE COMMON WALL rERIORSPERIMETER AT EACH RAFTER Q W COMMON WALL 4-1Gd x 1 112" FLOOR SHEATHING OR PANEL SIDING SIDING FOR Ed COMMON NAILS Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END EACH END (INCHES O.C.) I- (BEE NOTE 3 STRUCTURAL PANELS Wallframing and finishing shall be nailed and or screwed In acciordonce with 3 t 2 ANCHOR SOLO) WFCM, Table 3.1 toble 3.38,sections 3.2.2.1, 3.2.2.2, 3.2.2.3, 3..2.1.7 GARAGE STUD GARAGE SILL PLATE U'. 4" EDGE ZONE E 5 1x6 fascia, wrap SSP CONNECTOR AT 16" O.C. F 12 SEE NOTE 2 Overhangs as noted. USE (4)-8d NAILS AT EACH END E SILL PLATE USE: NOTE: 6" O.C. EACH END ATTACH LEDGER TO FRAMING 1' OR LESS 8d 6" EDGE / 12" FIELD IB E E 6 Vinyl vented soffits. GREATER THAN I" 10d 6" EDGE 6" FIELD INTERIOR ZONE 16 F F 12 Alluminum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE DIAGONAL BOARD SHEATING (TABLE 3.11 WFCM 2001 HUGH WIND EDITION Tyvak housewrop. MTS 36, 16" O.C. ``II\\ 1/2" plywood sheeting, see fastening schedule, Table 3.1, 3.9 WFCM. ONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG I"X6" OR I"XB" 2-8d PER SUPPORT WALL SHEATHING & CLADDING ATTACHMENT REQUIREI -J 2x4x Studs m 16' o.c, with 2x4 shoe and double 2x4 plate USE R TO NAILS AT EACH END EACH END BOLTS AT 16 ON CENTER T REQUIREMENTS FOR WIND 1/2" Gypsum wall board FLOOR 6, 6FLOOR CONNECTION USE: MSTA 100 110 120 130 140 150 5/8"Type X GWB In garage. (2) layers GINS at fire partition USE (4) 8dNAl S AT EACH END INEC71ON USE: 1"X10" OR WADER 3-8d PER SUPPORT LOADS EXPOSURE B axno MNT EACH END 1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE . IF WALL SHEATING IS Y1O14ID("^a Hs Ba Loa 110 12a nswluu wu1Hw 112" MR GWB In wet areas eT"10"""`""P At least one window In each sleeping room shall comply with the exit regirements RAFTER TO STUD CONNECTION USE: NAILED 3" ON-CENTER AT THE PANEL EDGE E F E F E FIE F E f E F E F E F E FIE FIE F of section R310. MTS 36, EACH ROOF RAFTER NECTION USE: Simpson Strong-Tie _0 RAFTER 0210 2X6 I- O TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR SHEATHING STUD Note drilling and notching limitations In figure R602.6(1) for bearing walls and USE 8 16d NAILS AT EACH END AIL"SPACING FOR Ed COMMON NAILS figure R 602,6(2) for non - bearing walls. RAFTER TO RIDGE TO RAFTER CONNFr EACH END CV ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. LOCATION SPACING MAXIMUM NAIL SPACING FOR E _LT (INCHES 06 n11 In n env mule Ilmemr<, RAFTER CONNECTION D4F- AT EACH CEILING JOIST 5 7 SHALL 8E USEU TO MAINTAIN THE LUAU PATH. l6EE NUTS 1) Follow exterior corner frowning detail guts H7 EACH ROOF RAFTER 2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED INTERIOR 12 s 12 s tz s 12 12 1 1 10 121 'R 4-10d x 1 1/2° v TO BE REDUCED TO 1-6d NAIL PER FOOT. zauE 1 s 11 s s s 2 6 6 117 6 19 6 12 6 12 6 1 12 12 6 12 Roof assemblies - WFCM Prescriptive Method (WFCM 3.2.1.1 Table 3.1/ 3.8) DECK POST TO CONCRETE CONNECTI01 6 112 6 12 6 L2 1' 6 12 6 6 1 21 ~b 1122 6 1z 6 z Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section P8544A FOR EACH POST !ETE CONNECTION USE: 1ST PERNAETER EDGE 6 1z 6 12 6 1MEN ZONE 16 SIMPSON 12 t z 2 12 Underl8aymant application (Section R905.2.7.)nailing see table 3.8 z 2# 16 11216 SIMPSON H-8 USE W/ONLY ANCHOR BOLT (14") BOARD SHEATHING OR LAP SIDING DECK II I "I 6 1 fi 6 ' I 12 IS I1 POST TO GIRDER CONNECTION L t CONNECTION USE ~ ' a w 5- 8D TO STUD ONE SILL BP-3 PLATE SHEATHING slzE RAFTER AP BIDING For roof slopes of two (2) units vertical in twelve (12) units (horizontal (17- PC44 FOR EACH POST percent slope), GIRDER TO DECK JOIST CONNECTION L 4- BD TO PLATE PLATE IN TRUSS MINIMUM NUMBER OF Be CONN 1MBER OF ad COMMON NAILS up to four (4) units vertical twelve (12) units horizontal (33 -(percent slope MTS12 0 EACH JOIST f CONNECTION USE: Simpson Strong-Tie (EVERY STUD) STUD TO S 7" MINIMUM EMBEDMENT SEE NoTE I) SPACING OR 10 D BOX NAILS PER SUPT (SEE ANCHOR SCHEDULE, (wcnss oc) )x NAILS PER SUPPORT underlayment U210 2X6 "m ii I I I I 1 ATTACH T ON DWGS A-3.1 AND A-3.2 u t2 - za 2 2 2 2 2 2 2 2 2 z shell be two (2) lyers applied in the following manner, Apply A 19-Inch (483)strlp PORCH POST TO DECK USE: 2 z z 212121212121 2 z of PS720 (ALIGN WITH JOIST BELOW) 12 - 24 3 3 3 3 3 3 3 3 3 3 a 3 3 3 3 3 3 3 3 undeHayment felt layers with and starting at the eaves , fastelned sufficiently to NISTBELOW) o. AT EACH DECK/PORCH JOIST S3S~IIMPSON E- NAIL SPACING AT PANEL EGOE (IN) hold In place. PORCH POST TO GIRDER USE; PS720 iE PANEL FIELD (IN Starting at the save , apply =R USE; PS720 VJ 4d PHD5-SD53 F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN 1. FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FEET DEC H' (14) SDS Y" X 3" WOOD SCREWS REQUIREMENTS SHALL BE USED. R, THE 4 FEET EDC LONE ATTACHMENT 36- Inch wide (914 mm( sheets of underlayment PORCH ROOF RAFTER TO GIRDER USE: overlapping H2.5A AT EACH ROOF RAFTER TO GIRDER USE: 7' MIN EMBEDMENT 2. TABULATED 12' O.@, NAIL SPACING ASSUME/S.~pSHEATING ATTACHED T :ATINa ATTACHED TO STUD FARMING MEMBERS WITH successive sheets 19 Inches (483mm), and fetened sufficiently to hold In place, RAFTER 4-10d x 1 1/2 ° GML49, FOR FRAMING MEMBERS WITH 00.42<0<0,49. THE NAIL SPACII (SEE FOUNDATION PLANS A-3.1 AND 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PE P. THE NAIL SPACINGS SHALL BE REDUCED TO G' O,C, For roof slopes of four (4) units vertical In telve (12( units, TYP I C JAILS SHALL BE PERMITED TO BE SUBS71TUTED TYPICAL PORCH l DECK LEDGER E U !D)y 'D A'• H' A-3.2 FOR LOCATION) 4FOR COMMON . TABULATED NAIL BIPACINGSASSUMEA BUILDING LOCATED IN EXPOSURE GATED IN EKPGSURE a Ice Protfctlon (Section R905.2.7,1) (MINIMUM DOUBLE STUD) A D P i '4 Underlayment In High wind (Section R905.2.7.2) CONNECTIONS .p o!4a D,, SIMSDN STRONG - TIE Flashing (Section R905.2.8) STU 1'z BEARING PLATE - G PLATE A e. ' . y A 1 1/4 COIL STRAP - 16 O.C. Chimney and firespaces - Chapter 10 Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. D 'A .•'a,.D 'A .°d' USE 4-8D NAILS ® EACH STUD, Mechanical - Chapter 12 FOR HEADER OR N. i 4 > . e General Mechanical System - Chapter 13 Healtng and cooling equipment - Chapter 14 BEAM )R D : T 4 4 Exhaust Sustem - Chapter 15 r 'A. 'A.. Q. D D i ? D IA DOUBLE TOP PLATE MTS30 ROOF RAFTERS Duct system -chapter 16 Sim sm Stron -Tie Combustion Air - Chapter 17 AC4 g z r' Chimneys and Vents - Chapter 18 SP Plumbing - Part VII AT EACH POST s 1 3/4' IMUM A a, 'Sk SEE PLAN 1. A . EDGE DISTANCE HEADER LSTA21 VJ w FLOOR TO FLOOR o Simpson Strong-Tie KING STUDS CS20 I%' COILED Yz° THREADED ROD ROD L CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2 STU 1/2 m JACK STUDS OVERLAP AT EACH L SIMPSON STRONG - TIE STUD x 1 1/4" COIL STRAP - m 2'MINIMUM CNW NUT COUPLER SIDECOVER PLER 16" O.C. USE 4-8D 0 C) ' \ cz * 6 o NAILS AT EACH STUD P MIN EDGE MIN OVERLAP IS 12" JACK 0 SI L DISTANCE* SIMPSON STRONG-TIE RT2.5 i MTS36 OR 1 1/4" s:;+~' MIN EDGE SHEET No. COIL STOCK Ane:,. DISTANCE* WRAP UNDER SILL PLATE AT EACH ROOF FLOOR TO FLOOR Simpson Strong-Tie TYPICAL STRAPPING FOR CONNECTIONS: AB EACH POST FOOTING *UQM SEE MANUFACTURERS MINIMUM DISTANCE CHART FOR MIN. OVERLAP IS 12° RAFTER USE 8-16D FRAMED OPENING EXTERIOR WALL CANTILEVER CONDITION INSTALLATION D~2 SILL PLATE TO RIM JOIST AND STUD TO ROOF RAFTER NAILS 4 EACH END, WALL TO FOUNDATION CONNECTION PORCH COLUMN CO MN CONNECTIONS RIM JOIST TO STUD CONNECTION CONNECTION 12 MINI OVERLAP PER Wf COMPONENT