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Home My WebLink About30990-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31504 Date: 03/30/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1105 GREENWAY WEST ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 1 Lot 26 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 9, 2005 pursuant to which Building Permit No. 30990-Z dated MARCH 7, 2005 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 SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT PORCH & REAR WOOD DECKS AS APPLIED FOR. The certificate is issued to CARL ARGILA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0195 03/03/06 ELECTRICAL CERTIFICATE NO. 05-3864 11/04/05 PLUMBERS CERTIFICATION DATED 03/21/06 BRIAN DYKE Authorized Signature Rev. 1/81 fjq I Form No.6 J �� TOWN OF SOUTHOLD Jl BUILDING DEPARTMENT 7� p j��r" _ 2 a rowN HALL 0 L h AMACATION FOR CERTIFICATE OF OCCUPANCY This`A15blication 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$25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial$15.00 Date. New Construction: _��.Old or Pre-existing Building: (check one) Location of Property: ' /tel C/llre �✓'r House No, reel- 1 Hamlet Owner or Owners of Property: ALPO % `� ?2 Jit �7 l Suffolk County T Map No 1000, Sect'on Block Lot Subdivision _Filed Map._ Lot Permit No. Date of Permit CII Applicant_,,� L2P�S�!(� G Health Dept. Approval p ' Underwriters Approval: Planning Board Approval: � Request for: Temporary Certificate Final Certificate: V (check 1�� Fee Submitted: $ Sit i � 'v `o x .3 )5 0 ,�� u�- �� ,� U� �� a� �N� �o•,� uJj apo �, ai ao rii'° �� r � �i �� x i b/ i �1 l r U,. J v �� r,�1♦_ .. �i:1� 16j1?�,r,�CJI 1 C=6� �14�T/�„ .�F.�a�i�.`�� JC l„•ry�y�s lt�71)�Sl�1w��J�tt,il,�f Jil6,l �I� r'\ i � , ; \I� °t308 East Meadow Avenue . . . 1 � 3 Email:info@electricalinspectots.com T&B Electrical Contractors 1� Mail To: Property Address: at Robert M. Haubold Three Pillars Development 8 Debbie Lane 1105 Greenway W Patchogue,NY 11772 Orient Point,N 11957 3 ) License#: 33689-ME � r. ELECTRICAL i • I ♦ 0 l i TE ati1Pemnitfi 30990 3 6' . ) 000 ' C� r AREAS LISTED BELOW ARE APPR fNSPECTION 411, ' AND FOUND TO BE IN COMPLIANCE WI TIONAL ELECTRIC CODEp \aUIiG �, FNo visual defects were found for the electrical inspection pro ed.No obvi unsatisfactory conditions were found in the areasherein below only I` "'II\\ �� ✓ <ae Residential InspectionlNew ResidenceFirst Flo":Bathroom,During Room,Family Kit en,Laundry Room,Living Room,Pantry,Storage Room � > � vFull Basement 1.5 Car Attached Garage XI_1 Second Floor:Bathroom,3 Bedrooms His ter Bath o Master Bedroom,Storage Room, Walk-In Closet 49-Duplex Receptacles, 12-GFI Recept 1 3-Single e racles, I-3OAmp Appliance Receptacle, 8-Smoke Detectors,2-CO Alarms,36-Switches,25-.,..—,—. incan es in rixurores,2- Wall Sconces, I-Exhaust Fan � i. t- 20OAmp Single Phase Underground eIC311 r 00I Single Phase Main Pane1140CkIs140 Used. Rough 05126105 Final 0 � 3 . �1AP@�� ,✓ . n ) , t � J t^ WNiG, 0 1-7 Not valail-imiess signed by an Ath+zed Ell Agent 4 ^� lir 1 - rlyi rA� 1 r14 1 -eX .. lA rI - 0 l A / 1 regi �IFFQLJr eo Town Hall,53095 Main Road WO Fax(631)765-9502 PD.Box 1179 L. Telephone(631)765-1802 Southold New York 11971-0959 4e BUILDING DEPARTMENT TOWN OF SOUMOLD CERTIFICATION Date: Building Permit No 3c)- V Owner: 7S (�Pleaasse\print) Plumber: (Pleaag t) I certify that the solder used in the water supply system C less than 2/10 of 1% lead. (Plu Signature) Swom to before me this Z Z day of MCAY'Ch 20j& DAWN ARGILA ^ NOTARY PUBLIC-STATE OF NEW YORK Notary Public, Syfi�t Q K ,CountyNo. 01AR6140208 Qualified In Suffolk County My Commission E%PIM January 23, 2010 T00 1in 9JOTTTd aa.[g1 69T9 2Z9 T£9T XVd 9T690 900Z/TZ/£0 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30990 Z Date MARCH 7, 2005 Permission is hereby granted to : JAMES W PEDERSEN 11 PARK CIRCLE DR SHIRLEY,NY 11967 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR at premises located at 1105 GREENWAY WEST ORIENT County Tax Map No. 473889 Section 015 Block 0001 Lot No. 026 pursuant to application dated FEBRUARY 9, 2005 and approved by the Building Inspector to expire on SEPTEMBER 7, 2006 . Fee $ 1, 370 . 70 Authorized Signature ORIGINAL Rev. 5/8/02 �,�OF SOUTyy � 6 6 # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL o-K [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: i C" DATE 3-- r o INSPECTOR oil ° 765.1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1 ST [ ) ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C j DATE ✓ INSPECTOR ' j of soI/ �ycouxn, 'TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] RO H PLBG. [ ) FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIDE SAFETY INSPECTION REMARKS: L DATE d� INSPECTOR 30 �[� ,� �o��pF SDGTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ;] ROUGH P $G. FOUNDATION 2ND [ LATIONFRAMING / STRAPPING [ INAL [ ] FIREPLACES& CHIMNEY [ ] FIRE SAFETY INSPECTION REMARIKS: ""/ar, `f C DATE 31 o 06 INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] F DATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: '' DATE 21 o � INSPECTO 9c�� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE $ CHIMNEY [ ] FIRE SAFETY ,INSPECTION REMARKS. DATE �� © INSPECTOR 724 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION i ST [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [v FRAMING [ ] FINAL [ IREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ---^ -e DATE __i�� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ �ZFRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: JO�� KK cF�j C DATE �� 5� �S INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS 9 FOUNDATION(1ST) - d H xt ------------------------------------- - -- -" - - - FOUNDATION(2ND) - - - - - -� z � o ROUGH FRAMING& PLUMBING - od INSULATION PER N.Y. '3 STATE ENERGY CODE - FINAL 3�[ A 'j'r . � /�s✓m vI rNs of - -o ADDITIONAL COMMENTS d RI �� - vz - X - c- (.-,94o 0 A d H _ ro TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, efore applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans $ 9 TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 30� �2n-(E� Check. / Septic Form N.Y,S.D.E.C. Trustees Examined S,20_0<�_ Contact: Approved,20&5 _ Mail to: Disapproved a/c P Phone: (D Expiration �D 7,20 O.6 _ s Building Inspector FFg g APPLICATION FOR BUILDING PERMIT Datq2Z q 200S 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 areah, 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,housin ode, and regulations, and to admit authorized inspectors on premises and in.building for necessary inspections. -- r v-. (Signature of applicant or name, if a corporation) aqua A0) uv,Az 1y (Mailing address of applieakt) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises $we j d �oY ��1 yp- �be Nf (As on the tax roll or latest deed) If a�orporation, sin re of my authorized officer (Name and title of corpo�fficer) Builders License No. Plumbers License No.No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet rv� County Tax Map No. 1000 Section Block Lot Subdivision Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy \{Q.CG..,l A Lu) ) b. Intended use and occupancy 4Y-Oc - OIJ 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal_ Demolition Other Work (Description) 4. Estimated Cost Fee itpj1u � �yy� (To be paid on filing this application) 5. If dwelling, number of dwelling units i Nt�tnbeC of dwellmg units on each floor If garage, number of cars_ a.. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Jux Rear X., Depth Height X Number of Stories Dimensions ofe structure with alterations or additions: Front _Rear X- Depth 7` Height Number of Stories ><1- 8. Dimensions of entire new construction: Front / Rear n Depth ,3 S . Height Number of Stories / p 9. Size of lot: Front 1 y 0 _Rear t nt DepthQJL . l y IK )jt 7% 10. Date of Purchase _Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES V/ IJO Will excess fill be removed from premises? YES NO �cNI 14. Names of Owner of premisesSW6�Q1e1�0�rA\,peONAddress�\ pc vV.circle S�'Yl 04hone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V/ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BF QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓✓ * IF YES, D.E.C. PERMITS MAY ]BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFyJF(oL, 'I All EA being duly sworn, deposes and says that (s)he is the applicant (140e of individual signing contract)above named, (S)He is the Nj N� (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20OF, NotAry Public' Signature of Applicant LINDA J COOPER NOTARY PUBLIC,State of New Ynotr�k Term Expirest [lsoember 31 2012 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 02/09/05 Transaction(s): Reference Subtotal 1 1 Septic Permit- Construct- Resid. 3434 $10.00 Cash Total Paid: $10.00 I� 1 c Name: Cano, Hugo A. 20 Highland PI. Farmingville, NY 11738 Clerk ID: LINDAC Internal ID:3434 TaTAPqT1/�1ToPlj ESQ+$o®A o !T`YE¶u� i+ Pa T^GTr�P hm@-rkl-,{LuiSufE5o1 WWfE«## °w [Ef3E ggSbV@tZ8euIro-1O sMAee2 Im• i7An6o>A&UpUc)x [r» . Sc! Pt ) @wZiFUdY) f '�. Appl.i�� Date. Owners Name:,. Reviewed: Architectl Qale �i1) Submitted: Engineer:, S SCTM 0: . District: 1.000 Section: 131ock: Project Subdivision 1 Location: S` _1�e _( Name: T- Sin&le&, separate Required r eer(tfcation: (Yes/No) — � Rutftcq. %Doing District: u�/ IIA size: �7 Ac(W: �� / ( l (trot coverage Rcq / Req. �/ Req- if-'Con(Yard W Proposed: [Side Yard Proposed: I [Rear Yard' Proposed- Project Description: lJ ,C ' GENC'N' E12MI - Permit REOU1ltED FOR'ElDWt .A. NO YES I�Iumber - Suffolk County Health*Dept. Naw York State. D.R C. Town TMA&S Town zoaing Board approval: Town Planning Board approval: 1. Flood Plane Elevation Flood Zone, �' y � S ---------------- SURVEY OF LOT 15 TEST HOLE A DgIVE MAP OF GREEN ACRES AT ORIENT H SIE� BY� SITUATED AT (�` '°�' TOWN OF SO UTHOLD 10 oc OM BROWN NOT o SUFFOLK COUNTY, NEW YORK BROWN F:4/13/1962 MAP NO. 3540 clAYEY SAND S.C.T.M. NO. 1000-15-1-26 SC WITH 10-20X GRAS AREA = 23,191 SQ. FT. —t 2 0' w ELEVATIONS ASSUMED DATUM PALE BROWN ory S FTN£ TO COARSE SAND VA TIE 100 I ('i'. _. _ X N 80. 6'00"E 1 . 6' n /� Tio_, o`� ,DL� , It DUELLING - WELL IIATZF SEPTIC SYSTEM EXP. 100 1 28.0 103.2) N Q / c PROP.DWY, m ` cuARAxrE[s OR cEanrrwruNs ARE NOT TRMSFDRAN£� uNOERGROfdNO ummEs e NOi SHOWN AND NNRY POlE LGGME ARE NOT GOARANI®. VACANT `V FnR mcaxsauRvosc,wo USE. swc�ra�wrerom W Guar NE EREcraN or rENCEs. RErAIN"G wAus. RGols. RAras. r».vnwc AREtS, Ca / AoOWM ro BUADR+Cs AfNaD EASEA CnOrsNSoIHURGrracc.N.%rF wrx,rnr PROP. DWG. or Rnilr sRowR FF. RL. 104.8 Cn GP. FL. 103 w S sEnGms or rrc rxwVAX murw . ron n+rs suRVEr NOT BFAR6NG IIIE LWD SURVEYORS saNAruRr ANG REO INK QR EN6VSGE0 SFAL SMALL 'i wr w CON.SaENED A TRUE WINO OOPY. O cbj DWELLING — WELL HATER 93. 8. N 84.8' (101.8) p ) Ol _ / VACANT — WOODED o PAT T. SECCAFI C0 Q I PROFESSIONAL LAND SURVEYOR, P.C. bq i — SUCCESSOR TO — b DONALD TASE, L.S. b RICHARD WILHELM AND ASSOCIATES NORTHSTAgoo S 80' '.00"W 160.94' g` I PAUL T. CANALIZO,� SURNGROBI ERT A.CKART, L.S. �o T7MBER WALL `-- ya GOOD GROUND SURVEYORS, P.C. T 328A Main Street 107-5 W. Montauk Highway DWELLING - WELL )TATER � QrS O,p Center Moriches, NY 11934 Hampton Bays, NY 11946 Phone: (631 878-0120 Phone: 631 728-5330 WELLFax: (631) 878-7190 Fax: 631 728-6707 r zs N.Y.S. LIC. NO. 049287 FILE NO. T50407 SCALE:1" = 30' DATE: 11/30/2004 14 COPYRIGHT — 2004 PAT T. SECCAFICO P.L.S., P.C. S' SURVEY OF LOT 15 EA DgIVE MAP OF GREEN ACRES AT ORIENT �gTH s SITUATED AT TOWN OF SOUTHOLD N SUFFOLK COUNTY, NEW YORK F.4/13/1962 MAP NO. 3540 S.C.T.M. NO. 1000-15-1-26 AREA = 23,191 SQ. FT. m ELEVATIONS ARE IN N.G.V.D. PLANE GWMMlEEs OR CEFMFl AMWS ARE MOT TRANSFO &E. IRtlERCR0UN0 UN/IIE5 cASEYExrs HOT ShY1NM.w9 1/lRIIY POIE 10o1T ARE MOi GWRAMIEEO. VACANT nrt mscr owomai vp"�MEREax mou ttc srRucnnEs ro rxE rwnmm�uMts ARE iM SiFCR10 roRrosE ANO use ThERf)DRE ARE Mor ROO196D ro CuloE I EAECRON cr F MttS REf.VIAG MULLS. rods. RAMS PLANlIMG AREAS, UE a AOpIION ro A\o arn�w caMsrmecTra+. rME erLsrERCE aE RA,YlT '.. o<xur9, REnAM9s AMo/aR rwsEUEMrs or RECORD. �AMr. MOT SMOM" ARE A0i CLWLWIEID unumLORrzm araumM aR AOprIW ro rnrs suRLer a A HaATaM or SECTpM )109 OF TME MfW ttMiR STATE EDUf.1TpM LAW. CORrts K TNa SURKY MAP N 80036'00"E 167.48' "° oEWMG "` AM 9lM1E DR9 scMvuxE A tl RED"M aR ]BOSSFD 9FA sM. �y rqT BE COMSTOF({EO A i"lE YALIO M17% DUELLING — HELL HATER Ij 4 CS % - m0 to VACANT `edNc. 2.1' wo , s.s' EE COVEROF N SE yQ O o 1.2� DUELLING — WELL HATER r Q o m 4.9 a PAT T. SECCAFICO �- CIOPROFESSIONAL LAND SURVEYOR, P.C. SUCCESSOR TO — DONALD TASE, L.S. RICHARD WILHELM AND ASSOCIATES S 80038'00"W 160.94' NORTHSTAR SURVEYING, P.C. PAUL T. CANALIZO, L.S., ROBERT A. KART, L.S. TIMBER ° GOOD GROUND SURVEYORS, P.C. 328A Main Street 107-5 W. Montauk Highway Center M(oric)hes, NY 11934 Hampton Bays, NY 11946 hoe:DUELLING — HELL HATER Fax: (6361) 1878-7 190 0 Ph Fox:one f 631 728-6707 WELL 0 N.Y.S. LIC. NO. 049287 REV. 04/11/2005 (FOUND. LOC.) COPYRIGHT — 2004 PAT T. SECCAFICO P.L.S., P.C. REV. 02/21/2005 (ESB. STAKEOUT) FILE NO. T50407 SCALE. 1" = 30' DATE. 11/30/2004 SURVEY OF LOT 15 MAP OF GREEN ACRES AT ORIENT A 101 SITUATED AT ORTH SE SUFFOLK COUNTTOWN OF Y,N NEW YORK F:4/13/1962 MAP NO. 3540 S.C.T.M. NO. 1000-15-1-26 AREA = 23,191 SQ. FT. w ELEVATIONS ARE IN N.G.V.D. PLANE EXIST. LOT COVERAGE: 2,611 SQ, FT, = 11.27o PROP. LOT COVERAGE: 3,460 SQ. FT. = 14.9% is AE O GW TEES OR CERDFIGRONS ARE NOT r SFERMLE. UNDERGROUND vnl`m S EASENCNTS NOT SHOWN MD UR POLE LO PWS ARE NOT GW2 ED. NE OFFS£!DIMENSION SHOWN HEREON FROM THE STRUCRIRES TO THE PROPERTY LINES VACANT I ARE FOR SPECOC PURPo ANO USE. HEREFORE ARE NOT'MENDED TO GUIDE THE ERECTION OF FENCE5. RETAINING WALLS. POOLS PAWS, PLWTMG AREAS. I ( N 60'36'00"E 167.46' womoN rD eulLM AND o HER cDNsOF RF . HE Ex. WT of RmH MO WA 5. O UILM ANO/OR E SELENIS T R RE ORD. IF ANY. NOT SHOWN v V V V V V V v V V V V V V v V V ME NOr GWRAMEEO V UVV v V V VV V J J JJ V V V V V v EDGE OF CLEARING V V V V NECTAR 720INGSTHE LMDQSRWI R URVEYORS SICNI�RE�ANDREDAW OFF MIS U INK SFAL SHAH NOT RE CONSIDERED A TRUE VIED COPY. CP 2) CAD DUELLING - WELL HATER 5 ELEC. o CERTIFICATIONS: 4� METER �7 LAWYERS TITLE INSURANCE CORP. y 29.3' INTEGRITY ABSTRACT CORP. ti F z Z ! o c p.I GRAVEL DRIVEWAY o JAMES A. McDERMET se m j ST./ ?c DECx W/ B.B. CURB m a 4 NANCY ROCK McDERMET > o � � HOME STORE MORTGAGE 4 Co 2.2' � 3.8' 45 c c VER " t d O EK. � N II�' y0. y�eV � �! FN P FZN ] 5 V r o c � 19• b a o o �� y�c t � FEB 17 2006 WOODECLI v o a y SE QO G �' E O 1.8' O DWELLING - WELL WATER RST. � I 34.9'Mir ` 1 I 2.7' o '1>>`T7J1 O G WELLS witOM. �� ER 6.0"� l C�� 049281 y o�NWO 6 0 WELL e to PAT T. SECCAFICO PROFESSIONAL LAND SURVEYOR, P.C. — SUCCESSOR TO — S 80'36100"W 160.94' DONALD TASE, L.S. TIMBER WALL RICHARD WILHELM AND ASSOCIATES jDWELLING WELL WATER NSURVEYING, P.C. OWED PAUL T. CANALIANALIZ ZO, L.S., ROBERT A. KART, L.S. fl GOOD GROUND SURVEYORS, P.C. 14 328A Main Street107-5 W. Montauk Highway WELL Center Moriches, NY 11934 Hampton Bays, NY 11946 G Phone: (631 878-0120 Phone: 631 728-5330 FINAL 02/09/2006 Fax: (631) 878-7190 Fax: f 631 728-6707 REV. 01/26/2006 (PROP.POOL AND PATIO LOC.) �`n REV. 02% (FOUND. LOC.) N.Y.S. LIC. NO. 049287 21/2005STAKEOUT) 1 " = 30' DATE: 11/30 2004 FILE NO. 5COPYRIGHT - 2006 PAT T. SECCAFICO .L. ., r� UST OF DRAWNGS W CL NEW RESIDENCE - A-® COVER PAGE N A-1 FOUNDATION PLAN, LEGEND ir•��r,�ll o7SI�}I�> � FOR A-Z FIT FLOOR P1LA, N, 1`nll�,/°�, DEIN SCHEDULE W > z o o a 4111,11111 J- I 1J1' J /�� 1 A-3 SECOND L'II,OOo]� PLAN Ld H w LHL ;,;I'1 ;Im `' ��4 SECTION '��° , PLUMB �II�E � 2mW W M 2 �I zTHREE PILLARS DEVELOPMENT �� PycN� ELEM�5II0� � �II�IIIELEVATION [DI iI F]L:� r�I Q _rri A-6 REAR ELEVATION & LEFT ELEVATION M W � BAYVIEWdie N.Y. 11971 A-D DETAILS Y z �� P R O N T E L E V a T I O N A-8 FRAMING CONNECTOR DETAILS N rel r BUILDING CODE ANALYSIS a W 1 . REFERENCE STANDARD: WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND Two-FAMILY 6. NAILING & FASTENING SCHEDULE FOR STRUCTURAL MEMBERS DWELLINGS 2. FLOOR AREAS: PROPOSED 1ST. FLOOR: 1,333 S.F. �t PROPOSED 2ND. FLOOR: 1,396 S.F. >� GARAGE AREA: 567 S.F. TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION M NUAL 290 S.F. NAILING SCHEDULE DECK AREA: ° JOINT DESCRIPTION NUMBER OF NUMBER OF NAILSPACING JOINT DESCRIPTION NUMBER OFNUMBER OF NAIL SPACING COMMON NAILS BOX NAILS COMMON NAILS BOX NAILS o ¢ � .� ROOF FRAMING WALL SHEATHING I ¢ w 3. DESIGN CRITERIA: a lee shleld �, Rafter to Top Plate (Toe-nailed) (Table 3.4A) 3-8d 3-10d per rafter Stuctura Panels 8d 10d 6" edge/ 12"field GROUND WIND SEISMIC eUDJECT TO DAMAGE FROM Winter underlay- SNOW DESIGN Fmst line Desl,n melt Flood \ m LOAD SPEED(mph) CATEGORY WeaPenng dealt Termite Decay Temp required hazartls Motleare al, 10194 O 49 120 c sesere a'-9^ 11 yea Ceilings Joist to Top Plate (Toe-nailed) 3-8d 3-10d per joist Fiberboard Panels to Hea M.E.A.tle5199 (Table 3.4A) 1 7116" 611 - 3" edger 6"Feld w Ceiling Joist to Parallel Rafter(Face-nailed) 6-16d 40d each lap 25132" 8d - 3"edge/6" field CEILING LIVE LOAD: 20 P.S.F. (Table 3.9A) Gypsum Wallboard 5d coolers 5d coolers 7"edge/ 10"field 2ND. FLOOR LIVE LOAD: 30 P.S.F. c Ceiling Joist to Laps Over Partitions 6-16d 40d each lap 1ST. FLOOR LIVE LOAD: 40 P.S.F. iIi (Face-nailed) (Table 3.9A) Hardboard 8d 8d 6"edge/ 12"field EXTERIOR DECK LOAD: .S.F. 4 Collar tie to Rafter (Face-nailed) 3-8d 3-1 Od per tie Particleboard Panels 8d 8d (see manuf) 32 P.S.F. (Table 3.6A) SNOW LOAD (ROOF): WIND LOAD: 37 P.S.F. (120 MPH) Blocking to Rafter(Toe-nailed) 2-8d 2-1 Od each end Diagonal Board Sheathing SEISMIC LOAD: C ZONE (EXEMPT, SEE R301.2.2) AVERAGE DEAD LOAD (ALL ASSEMBLIES): 10 P.S.F. Rim Board to Rafter(End-nailed) 2-16d 3-16d each end 1"x6"or 1"x8" 2-Bd 3-10d per support 1"x10"or wider 3-8d 3-10d persupport WALL FRAMING SEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, To PhatetoTopPlate Face-nailed) FLOOR SHEATHING ° o 0 P ( 2-16d 2-16d per foot STRUCTURAL ELEMENTS, & LOAD PATHS Structural Panels o 4-16d 5-16d olnti. each side 1"or less Bd 10d 6" edge) 12"'field m Top Plates at Intersections (Face-nailed) 1 4. EGRESS WINDOW SCHEDULE: greater than l" 10d 16d 6" edge/6"field o WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEET Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. z Diagonal Board Sheathing OF EMERGENCY ESCAPE AREA Header to Header(Face-nailed) 16d 16d 16"o.c along 1"x6"or 1"x8" 2-8d 3-10d per support MODEL# CLEAR OPENING I MODEL# ICILEAROPENING I edges 1"xlWorwider 3-8d 3-10d per support DH3050 6.04 S.F. Top or Bottom Plate to stud (End-nailed) 2-16d 2-40d per stud z DH3046 1 5.91 S.F. Bottom plate to Floor Joist, Bandjoist, 2-16d 2-40d per foot z m 1. Nailing requirements are based on wall sheathing nailed 6 inched on center at the panel edge. r Endjoist, or Blocking (Face-nailed) If wall sheathing is nailed 3 inches en-center at the panel edge to obtain higher shear capacities,lnailing l- w m o x NOTE: EMERGENCY ESCAPE WINDOWS ARE NOTED FLOOR FRAMING requirementsfor structural members shall be doubled, oralternate connectors, such asshear plates, 1 S2 N shall be used to maintain the load path. PLUMBING o M a s cj WITH AN ASTERISK (*) ON WINDOW SCHEDULE Joist to Sill, To Plate of Girder Toe-nailed 9 a w w P ( ) 4-Bd 4-10d per joist 2, When wall sheathing is continuous cover connected members, the tabulated number of nails shall be ALL PLUMBING WASTE a o v o � tri permitted to be reduced to 1-16d nail per foot. b WATER LINES NEED Bridging to Joist(Toe-nailed) 2-8d 2-10d each end TESTING BEFORE COVERING �+ r 5. N.Y.S. ENERGY CODE: 3. Corrosion resistant 11 gage roofing iails and 16 gage staples are permitted, check IBC for additional Z Blocking to Joist(Toe-nailed) 2-8d 2-10d each end requirements. w RESc/feek Compliance Certificate Blocking to Sill or Top Plate (Toe-nailed) 3-16d 4-16d each block PLUMBER CERTIFICATION 'l� a New York State Energy Conservation Construction Code ON LEAD CONTENT PEFORE a m REScheck Software Version 3 6 Release 1 Ledger Strip to Beam (Face-nailed) 3-16d 4-16d each joist CERTIFICATION OF CERTIFICATE OFOCC !PANCY � COUNTY Suflblk Joist on Ledger to Beam (Toe-nailed) 3-8d 3-1 Od perjoist FASTENER; FOR ASPHALT ROOF SHINGLES NAILING & CONNECTIONS SOLDER USED IN WA ,ER .v.� 1 STATE' New York SUPPLY SYSTEM CANNOT rW� "- SIDD N Band Joist to Joist(End-nailed) 3-16d 4-16d pnr joist §RR905.2.5 Fasteners. Fasten rs for asphalt shingles shall be EXCEED 2/10 OF 19n �EAD. �" / CONSTRUCTION TYPE Detached I or 2 Family galvanized steel, stainless she I, aluminum or copper roofing nails, ERS HEATING TYPE Nun-Electric Band Joist to Sill of Top Plate (Toe-nailed) 2-16d 3-16d perfoot minimum 12 gage 10.105 inch (2.67 mm)I shank with a minimum 3/8-Inch ONDERWR�LP�- "ER F CATE WINDOW/WALL RATIO, 0 11 1 (9.5 mm)diameter head,AST M F 1667, of a length to penetrate through AEWRED the roofing materials and a mi ilmum of 3/4 inch (19.1 mm) into the roof ALL CONSTRUCTION SHALL " O COMPLIANCE Passes ROOF SHEATHING sheathing. Where the roof sheathing is less than 3/4 inch (19.1 mm) MEE-I THE REQUIREMENTS OF THE ' NI > Maximum UA=450 thick, the fasteners shall pene rate through the sheathing. Fasteners DO NOT PROCEED WITHw Your I-lome UA=421 Structural Panels 8-d 10d 6" edge/12"field shall comply with ASTM F 16 7. CODES OF NEW YORK STATE, FRAMING UNTIL SURVEY 6.4%a Better Than Code(UA) OF FOUNDATION LOCATION IL�1L a O Gross Glazing Diagonal Board Sheathing §RR905.2.6 Attachment.Asphalt shingles shall have the minimum number Area or Cavity Cont. or Door 1"x6" or 1"x8" 2-Bd 2-10d per support of fasteners required by the manufacturer. For normal application, HAS BEEN APPROVED, n 11 Perimeter R-Value R-Value U-Factor UA 1"x10" or wider 3-8d 3-10d per support asphalt shingles shall be secured to the roof with not less than four a v Ceiling 1' Flat Ceiling or Scissor Truss ]339 30 0 0.0 47 CEILING SHEATHING fasteners per strip shingle ort o fasteners per individual shingle. APPROVED AS NOTED DATE: 3 � Ceiling 2' Cathedral Ceiling(no attic) 133 30 0 0 0 4 Where the roof slope exceed: to units vertical in 12 units horizontal B.P. Wall 1 Woad Frame, 16" o c 2629 15 0 0 0 174 Gypsulm Wallboard Sd coolers 5d coolers 7" edge/10"field (20:12), special methods of fastening are required. RETAIN STOpM Window I Wood Frame.Double Pane 251 0.330 83 p() o WATT RUN00 FEE; 3�7 JL N o By, ""�+^rvl TO SECTIO NOTIFY BUILDING DYE: TMENT AT Skylight Wood Frame.Uouble Pane 24 0 330 8 '') EXCEPTION: Asphalt strip mingles shall have a minimum of six OF THE TOWN COO N d8�1�9 � ►�j.r W P P 9 E FOLLOWING 8 IN TO 4 PM FOR THE ri Door 1: Solid 76 0 540 41 fasteners per shingle where he roof is in one of the following Door 2' Glass 48 0 330 16 (' " i categories: FOLLOWING INSPECTIONS: Floor I' All-Wood.foist/Truss'Over Unconditioned Space 1384 300 0.0 46 `, � r 1. FOUNDATION - TWO REQUIRED Floor 2' All-Wood.IoisVTruss:Orer Outside Air 63 30.0 0 0 2 �' ! - G,11; 1. The basic wind speed per Figure RR301.2(4) is 110 miles per FOR POURED CONCRETE :1 , ') •�' la, hour(177 kmlh)or greater aid the eave is 20 feet(6096 mm)or 2. ROUGH - FRAMING 8 PLUMBING COMPLIANCE STATEMENT The proposed building represented in this document is consistent with the budding t, ;) s l higher above grade. OCCUPANCY 3. INSULATION plans, LIANCEST,and other calculations submitted with this permit application The piopnsed s7slems hm�c been � !,� '� 2.The basic wind speed per Figure RR301.2(4) is 120 miles per hour �+ /F OR 4. FINAL - CONSTRUCTION MUST designed to mcel the New York Stale Energy Conservation Construction Code requirements. When a Registered `}, (193 km/h)or gfeater. USE IS UNIJyWF I BE COMPLETE FOR C.O. Design Professional has stamped and signed this page,they are attesting that tothe best of his/her knowledge,belief,`' `- \ UL ALL CONMTRUCTION SHALL MEET THE and pn Professional has stnt, such plans Signed specifications are is comphanee with this Code '% , 3. Special wind zones per Fi Dre RR3o,.2e4). WITHOUT CERTIFICATE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR OF OCCUPANCY DESIGN OR CONSTRUCTION ERRORS. z Builder/Designer Date F- w = OF 9 N cn OENERAL NOTES 00 CL xw � a N N o � L CONTRACTOR SHALL GHEGK AND VERIFY ALL CONDITION AT THE Q III= a 51TE PRIOR TO STAR 1,46 TO WORK AND SHALL FAMILIARIZE Z o HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORKa AGREE WITH SAME. W Z 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR (' TO STARTING ANY WORK LLj N m? 60'-b° 3 GONTRAGTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, 7 N yj PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, p r 40-4 201-411 ETC., FOR WORK PERFORMED FROM AGENGIE5 HAVING JUP15DICTION („� N z THEREOF, IF REQUIRED. m H m 4. ALL WORK SHALL CONFORM TO N.Y.5 CONSTRUCTION GODE AND ALL W = Z F LOCAL RULES AND REGULATION. U '9 I 15'-6" 6-4" 12,,,,4,: 2'-10" 3'-4° I'-0" 6'-4" 13,_0„ n 2-O" MASONRY OPENING 5 ALL METHODS OF GONSTRUCTION INGLUDING FORM WORK AND M n PLACEMENT OF CONCRETE ARE To BE CAREFULLY SUPERVISED BY w.-. ATHE CONTRACTOR. Z v - -1212x5- - - r1_2 IF IN THE COURSE OF CONSTRUCTION A GONDITION EXISTS WHIGH W w �'4' p DISAOREE5 WITH THAT AS INDICATED ON THESEPLANS, THE Y WLOWER HEIGHT OF TOP OF FOUNDATION WALL TOx 2x6 P.T.D.J. 7x6 P.T.DJ. CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECTALLOW FOR 8" STEP INTO FAMILY ROOM 0 I6°OL m I6'O.G. OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND_��_ — _ N __ - 2a2g- _ - _ _ CONTINUE WITH THE WORK, HE SHALL A55UME ALL RESPONSIBILITY W ✓rD/`�i;o�'/..�=i//�i /'%-:- �, .!" -.-%/%// L"_� aY (717//7// g7/ .:r/;O/%.i// - .///i/%//%//iii - //i//////,%// I AND LIABILITY THEREFROM. 1:2 SLOPE MAX N r _ _ _ 1 STEP FOOTING - , MINIMUM OF 3-O OF COVER. SQ. FL AND SHALL HAVE A 2x8 P.T. LEDGER BOARD I 2x8 P.T. EDGER ARD j OF SHALL TONSPER 5a.STUBBED SOIL WITH E MIN ALL FOOTINGS ON SOIL PRESSURE N oo/ G INSTALL 100 5OUARE OF 5/5" NE B"xT'-4" PG.FOUND WALL 5. ALL CONCRETE SHALL BE 2500 P51 CONCRETE AT 28 DAYS FOR m i (TYPE "X" FIRE RATED 6YP5VM BOARD REI F.W/K4 REBAR TOP 4 BOTTOM 1 SLABS, W\1_1_5 AND FOOTIN65. W ION GEILIN6 ABOVE B ILER13 ON IbI' P.G.FTG.REINF. h/ ---g{{{ (2) REBAR ON UNDI5NRBED 501L 1H 3 0 5LAE3 q. ALL POURED CONCRETE FOOTIN65 ARE TO BE REINFORCED WITH 2 J REINF.. SLAB S 6 6- 4 (2) 4 REBAR HORIZONTAL CONTINUOUS. 7t o GEILIN6 W.W.M. ON 4 MIL IVAPOR v / �- HEIGHT y v r 10. ALL STRUCTURAL WOOD FRAMING SHALL BE HEM-FIR N0.2 AS FOLLOWS BARRIER ON WELL COMP- UNLESS OTHERWISE NOTED: BASEMENT ;9 „ ACTED POROUS FILL i BENDING STRESS = IISo psl (SINGLE) BENDING STRESS = 1115 psl (REPETITIVE) V" i/ - a 4" P.G. SLAB a - 2 SLOPE MAX E = 1,300,000 rO I} Q 11�� O REINF. W/ bxb-WL4xl.4 .o I STEP FOOTING K a, . " ' W.W.M ON 4 MIL VAPOR T- - _ - BARRIER ON WELL COMP- - - - ACTED POROUS FILL U/ii _- - -'�/ii////bY%//%ii ��L%��l,�i///ii-- _ - //G% _� II. ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE 1 (2) 2" X 6" UNLESS NOTED OTHERWISE. LL ii 1-0 7-° 1'-10" T) 8,�„ / 12. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND GA L AROUND ALL OPENINGS PROVIDE BLOCKING UNDER ALL PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. FR SLA8 13. ALL STRUCTURAL POSTS ARE TO BE SOLIDLY BLOCKED TO TOP OF ry I FOUNDATION WALL OR SUPPORT GOLUMN BELOW. ¢ / I o T' 5" Q 14. ALL DRYWALL SHALL BE U.5.6. NATIONAL 0YP5UM CO. 1/2" THICK ¢ 21-T UNLE55 OTHERWISE NOTED. 1I o r _ r4„ ry v 3 I/2"x9 I/2" M.L. /�/ ii - ^� ; '� :�'� Z I5. INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2" x 4" WOOD 3 1/2"x9 1/2" M.L. p�\\\ - C P.G. SLAB - STUDS AT Ib" O.G. WITh 1/2" 6YP5UM BOARD BOTH SIDES UNLESS ¢ 4 u 0 O REINF. WV 6x6-WIAXIA F IL 1 j' OTHERWISE NOTED. W.W.M. ON 4 MIL VAPOR IL , ALL ON NEW,'HO` PAIR P UND SN4 130TTON E5 1/2"��SOIL '(' 4'x24 x2'UPC.OFT6. �' 116. ALL M ALL BE STAINED GRADE 6'-8" HIGH X �+ BARRIER ON WELL GOMP- INTERIOR DOORS SH . STEEL PEINF. LLY AGTED POROUS FILL d % 1-3/8" X WIDTH AS NO= ON PLAN WITH APPROPRIATE HARDWARE. NFK HALL REINF. IN (2) #5 RE13AR,O / OLDIN65 AND TR.. SHALL BE STAIN GRADE. -j tU TMP' 18. PROVIDE 6'-b" MIN. CLEARANCE ABOVE STAIRS AS PER N.Y.S. CODE. 19. ALL WINDOWS SHALL BE PERMA-SHIELD INCLUDING DOUBLE- p� ^ o INSULATED 6LA55, INE.:T SCREEN, 6 JAMB EXTENDER5 A5 REQ'D, Ip = � �. I � II AS MANUFACTURED B7 ANDERSEN WINDOWWALLS OR EQUAL � m NFw B"xB'-0" P.G.FOUND. WALL a ; . 20. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS RBNF.W/714 REBAR TOP 4 BOTTOM j APPROVED AND IN ACr,ORDANGE WITH N.E.G. REGULATIONS. N U ON NEW Ib"AT PA.FTC.REINF. K/ NI (2)#5 REBAR ON WD15TLRBED SOIL.q I I 21. ALL PLUMBING SHALL BE IN STRICT AGGORDANGE WITH THE N.Y.S. mo c J NI 21.7„ 1 i l BUILDING GON5TRUGTION CODE. I 14,_I„ 3,.,4" , o N 22. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN I CONSENT OF THE ARCHITECT OR ENGINEER WILL NEGATE THE O ¢ CERTIFICATION OF THESE PLANS. STEP POOTIM G 0 23. THE ARCHITECT HAS NOT BEEN RETAINED FOR ON-SITE INSPECTIONS � � ( m AND / OR OBSERVATIONS OF THE CONSTRUCTION. pj L_ _ J 2x8 P.T. LEDGER BOARD % L —— — — J l� r . /�/iy //�y//moi =P.-..Jf' T//�/Oj7%%Y//ui _/ _ 24. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE 1 2x5 2x8 P.T. EBUCIER 50 T. LEDOA GER BRD SCALED DIMENSIONS. Z 4"x4" P.T. POST ON 6ALV. 25. THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS. m METAL BASE GAP SET INTO g m a (2 TYPICAL) Axl 12" DIA. POURED GONG. v 4' O m 2 m I'-4"x2' 8"x12" DEEP N FOOTING, 3'-0" BELOW '^ 216. THESE DRAWINGS A5 INSTRUMENTS OF SERVICE ARE AND SHALL W o v I' G.PIER FO DEEP p,C. PIER FOOTING. GRADE MIN. ON UND15T, z z 8 ¢ N P.G. PIER FOOTING. u m REMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER O 3 to (2 TYPICAL) +� IGAU 4 SOIL, h) TYPICAL. (2) 2x8 - (2) 2x8 l�" (2) 2x8 (2) 2xa �j/�i///yy (2) 2xb - (z) 2xa "';,�/ `�' THE PROJECT FOR WHIGH THEY ARE MADE I5 EXEGUTED OR NOT. O ¢ 5 THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS0 ¢ w ¢ w d — , - /j - TO THI5 PROJECT EXGEPT BY AGREEMENT IN WRITING AND WITH a O o o m tri APPROPRIATE COMPENSATION TO THE ARCHITECT OR ENGINEER. 2-1. THE CONTRACTOR 15 TO PROVIDE PROPER SUPPORT AND 2'-6" 1'-4' z b'-4" 6'-4" 2'-6" 4'-I" 4'-1' I '4" THROUSHOU7 GONSTRUGTION OF NEW FOUNDATION AND G UNDERPINNING A5 NECESSARY OF THE EXISTING CONSTRUCTION MASONRY OPENING ORDERS LIA 28. DOUBLE MIGROLAMS TO BE NAILED T06ETHER WITH TWO (2) ROWS I'�" 12'-8" 9" I'-II" V-2" I'-11" 9" II'-6" 11-311IGD COMMON WIRE NAIL AT 12" O.G.. O 29. ALL TRIMMED AND FLUSH GONNEGTIONS BETWEEN JOISTS, POSTS, OR RAFTERS TO BEAMS, GIRDERS OR STRUCTURAL MEMBERS TO BE FASTENED U51N6 6ALVANIZED METAL HAN6ER5 BY 'SIMPSON STRONG 20'4" TIE' OR APPROVED EC'JAL. !> 30. ALL CUSTOM WINDOWS ARE TO BE FIELD VERIFIED PRIOR TO Q �/ ORDERING ! INSTALLATION o 0 Q O 60'-B' U�li O SCALE: 1/4"=1b" LEO END W NEW CONSTRUCTION A SECTION MARK ' Twp < A-I Jn Z3 Fr - ,,F .��'� FOUNDATION WALLS 7z8 RR FRAMING NOTATION 16°O.G. OSD SMOKE DETECTOR z EXHAUST VENT SLOPED CEILING Awl 0 Z H w 2 OF 9 N j a Z M C_; Z � � 5 Li C) N V) o � a o zo Ld s z W oN 40'-4" 20'-4" am w W y � 0 2:_0:: H Wr U N z M FW-- w 4'-0:1 3:�:: 5:�:: g.-0:: 10:x. 6:3: 4:�: 4:_2:: q:�:� g:_g�: LLJ m = z F 3 CL) 9 � m� Q N - - — — — - - — — Y w � z 2680 INSUL M M= DH3 60 D113 60 DH3 60 DH3 40 Q C9 a 4 M. DV ' DH3040 m q'-0:: 10:1.0:: LAN RY 6660 . (2)2X10 N n m D q'-0" Q ow bR KI TGHEN O O ` e V 57CRAON W FAMILY o 7.1 O O _ - a — 4 _ o m '^ q: g:: „_ .. GEILIN6 s a 0 HEIGHT d) N OsD �. , � � o HERDER SGHEDUL� ' DESK � �s __. . ry � . ALL MATERIAL FOR WOOD FRAMING R N° m , — — — ry HAVE A MINIMP.S.I . [ 4'-0' 6'-0" 4'-0" u N „ ,,,, „ O : 3 I/2" x I6" PARALLAM Q P 5 3R i m . . o ' 2)I-3/4"xT-1/4" M.L.p- .. . . . 1 3-1/2x11_9 ML. m ° ! _L)' 2x12 2�-0 �� O za-0° NOMINAL LUMBER SIZE: SPANS: n j BATH I O° � \\ 34�O v o 4ryO �ryxx `ryD -O do(2) 2x8 UP TO 4PANTZY (2) 2x10 4'-0" TO 6'-0"x Ls7'4 „ 77 (2) 2 6._O TO8 O POSTS SHALL BE 4x4 (NOMNAL)OOARAO U LL o ; ' *NOTE: ALL SIZES GALLED OUT ON ANY OF LIVINO m THE FOLLOWING DRAWINGS WILL SUPERSEDE ieooM DINING THE 5GHEDULE. q COYER 4 ROOM 050 U m m 4 14'-0" 12'-0° 13'-0" = o 0 0 O �E�....1N1//TRY DOOR — 51/2" x 16" PARALLAM — � Q � Ory SIDE'OHTS I60H0 TRAI SOMH ° ? (212x10 m � m = a 2 2xa 2 2x8 '. -P 2 2xa 2 !xa ,.. .,. — DH3060 DH3060 �' +� I � DH3060 DH30160 o o m 2xH RR 2x8 RR. O rn ¢ S �IQMPQ K ¢ W W U 0 16°OA e 16'O.G. F 7" 14'-0' I'-2" q'-10" I'-2° 13'-0° T" w 64' S'-H" 6'-0" 6-0" 5'-2" 3'-4" 5'-2" 10'-0" O w Oo401-4' 20:x:: � 4 � FIRST FLOOR PLAIN FIRST FLOOR: 1,333 oe S.F. V FORAGE: SGT S.F. 0 Z ¢ FORGH: 2,10 S.F. 2 � N 0 A=2 Z = OF 9 N cv a Z 5 ^w V) y o� Q G zo W ¢ 6 O w Bm U' >B mFU �:_6, w y 0 N y Vl � N N 2)'-4' m W olp Z M = z � A W 3 IX 9? 4'-0" V-4- 3:,,y:: �:�:� 13:x:: —'4' 9:_0" mc IX = M � N Nn �- (n M DH3 50* DH3 50" DH3LD50" DH3 DH3 50" Y W 50" w W (2) 2x8 \ 2 2xLLJ CIL 8 Q p (THERMO-W � � — _ — _ SKYLIGHT o — — - _ _ - m om € .,.,. B DROO _ MODEL #- S _ v W BEDROOM O oa w 05DGL. mp n o • O5DK o Na � � n 73e o � a CEILING n - o • � a a� ! c7 - - O HEIGHT • Om - - 8 10:_8:: 2:-0:1 6 I ASTER as ry UNFINISHED A7TIG 13/4"x 14_M.L. RID E 1.- oSATi-I Q � _ DN "; `� u. ¢ w ry e 2x12 ID6E `M' ° SR v -0:' 0 a'- _ oo as m II .' 3 I/2"x11 '1/8" M.L. FLU i J (2) 2x10 �� N p1 — ry m r bb _0 6 O 4:-0:: 2xa PIR � v P" 6 o L ry WQ o 0o n 14'-0" bb �OIp EN TO • i ry i Z BELOW • P BAT ROO \ry N cEIL°G T — N 12:_0:: HEIGHT = - _ � - -- --~ o c� mi `� 2) 2x8 - - - -- - o BDR�OM DH2836 DH2836— - — -- ry v 3-I/2"xll-7/a" (2)2x12 3-I/2"xll-Va"M1. m 2xa RR 2Kb RR • I6"O.G. 0 16"oG. DH3o46 DH3046 --- _ -- — _ _ _ DH3046* DH304b* ._ -- - — - - - - - z —I -- — z m w 5 8 3'-4' 6'-0' 3'4" 5'-21 214" 1-4" 2'-4° z Q4 14'-8" 12:-0:: 13:_8:: 6:�" :.0" b'-10:: IJ � OA 401,,,4:: -c} 0'-4' ^w O O ' +" O S GON17 FLOOR PLAN 'a 5EGOND FLOOR: 1,396 S.F. • SCALE: I/4"=1'-O" w O uj A=3 z w i OF 9 N C3 a Z M Z n J 5 � w N � a CL o � CE Q O z$ W z W d' ow w W y (n p Y V N Z 400# ARCHITECTURAL ROOF SHINGLES— m W mZ 15# FELT OVER I/2" GDX 5HEATHING W CONTINUOUS RIDGE VENT 9 N 15/4"x 14" M.L. RIDGE 2 X 12 ROOF RAFTERS @ W' O.G. Q m n TYPICAL ROOF CONSTRUCTION: 10"(R-30) BATT IN51JLATIO Z 240# ASPHALT ROOF 5HINOLE5 _ W m w IS# FELT PAPER 2 X 6 BLOCKING --- _ - _ _ �[ W Z 1/2" GDX PLrNOOD i X 1�)'. 1 �( ?� z o_ 2x12 ROOF RAFTERS ® Ib" O.G, l )� L 1 t ��'�� II lI 1( l� )I �X� i 12 12 2x4 COLLAR TIES ® 48TT " O.O. I X 6 FASGIA BOARD i W i i i // & SOFFIT 5GREEN�VENT r-ONTINUOU5 -211 m j- / A w ATTIC -- - - - — TYPICAL CEILIN6 CONSTRUCTION: yoeTn�ngo� , NEW 2x10 G.J. ® Ib" O.G. INSULATION _ 10" R-30 BATT. � i T, X7 ( 1/2" GYPSUM BOARD TOP OF % i�n�n,, 1t,nS7997G �, bk 7� X . ugh, ti PLATE _ -- I "= )—t � 4M r _ I 1'T /� I TYPICAL WALL CONSTRUCTION: SCALE:LA ucervseo cs SIDINGSELECTION BY OWNER �- 'TYVEK' HOU5EWRAP Q \ / v GL. L. NI/2" GDX PLYWOOD -[, 2x4 ADS ® O.G. �j a m 3-I/2" (R-IS) BATT. INSULATION m _ 1/2" GYP5UM BOARD INTERIOR FINISH II � 2 �`F � p 5ECOND� - _ m J FLOOR llh�l/1r II1— 2 1 U Q KITGHEN FOYER i � T11 TYPICAL FLOOR CONSTRUCTION: _ FINISHED FLOORING AS PER OWNER J Rao- z m - - 5/4' T. $ 6. 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SLAB r. /r, r..�//r. /LJ/� /r.� T ✓(/i. ✓/r../ i. v/;� v/,/✓/i. REINF. W/ bxb-WI.4xl.451WLAv w w^ W.W.M. ON 4 MIL VAPOR TLT BARRIER ON WELL COMP- NH, Dw ACTED POROUS FILL FIRST FLOOR O I-I 2" w o0 Cl 0 C io 9JFFOLK GO 40 � O SCALE: I/4"=1'-O" cowarr APPRovEo SEPTIC 5YSTEM � I G O p" 41 CELLAR n PLUMBING R 15ER DIAGRAM a O I N.T.S. w'o < a � A-4 Z w i OF 9 N cS V) z a W TOP OF RIDGECL - - - - - — - — LI - – — -- N ROOF 51INGLE5 a _ I Q z o T - - - - W oz' - - - - -- -- -- -- - - - - - W C ovwi - = y ! _ z = I:II_ — 2 -II ' N k v L _ 00 – N > ANDERSEN WINDOW V . I - — � Z MODEL>t GR20 W I u = Z F l - _-- r.O.P. cn ILILI — - - 6" RAKE BOARD W 1LJIJ _ Y III L� IL��I �fl'- - LLLI -- T --- ---- -- - _ _ ] 6" TRIM BOARD � Z M x m ] l I _ 4ILL "null -- _D � - -0n - - _ "-_ WOOD WINDOW5 h AD JILIILJLL Z N n 0 4 >r 1 I � - _ m — W J ILJ -7 II -L SII —_ _ _ - PMZFEOTION" GEDAR �� 6" EXP0 55UREIN6 SECOND "4WOOD CASING FLOOR n TO P. JJJ - RJ H T_nf �Jl L ILL ® ZJ T L] IO° DIA. MAGAsr w DORIC GOLUOWMN L FIRST -FLOOR I� - ' GRADE o ¢ LL II LJ L L o - - -FF- - - - - - - - - - - - - - - - - - - -� J F- G - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FRONT �LE� TIONI I I LDLIII` ri 12 12 SCALE: I/4 I'-O" T L f' d -J11 _11 II ] I b LLQ, 1 i u _I_ II m ri U U I F f IU I�I 11 J ; I L0 1u I IIll I I -111 4001E ARCH. ROOF 54111 IJ _ l IL 11 [ 1-r, fl ; I' I L li I _ I °f4' 17I L JI ILJ 1 I_ H pI J I V _l Y- �r II If 11 1I I II UTA -- lilfTTj r1 - 1r�_ 1.1 ' s r 1 uLI11. 1 4L} � IL L � w < N Q s Li WOOD WINDOW 2�-0, nom. 0 0 vi VINYL GLAD H.9 _ II II : - - LJ� D I 4 LL V.__111,1 I X11 ¶ 1I I I lify] 1 1 _ _ J iHLI 1 11I `1 p I�_ - 1 1L�,_� IL 111 � - _ _ f_J,I - � - -I II II L11, �� 1 1 n1 u VY _ -1 � �T � 2 TL1111111111111111111111111TI i I I Ili11 AllO "PERFECTION" GEPARPIP O SHINGLE POSING b" EXPOSURE � n L _ _ � f _ L_ . _ I_L. 1111_ -�T� C C L 7 T17I oG nl_ T Tr1L 11111 use L tl _ - H-iu_ 11 Llna L 1 Tu r - 4 z �_ 44 �' n_� L �i I � 1u °11rf�4.1P� Q�L� I . r ,, J �- � '�, Y� fln Tl GRADE lu ]IL �A,a � 4 ^ LF � bf W ¢ LJ ~U Z a a '•• v�-i I I I I RIGHT 51r:)r= 'ELEVA710N A'5 SCALE: I/4"=1'-0" z w = OF 9 rn L) o zLal 1W Z M n I1 ILL Z ^ J - - IIII Ll - - — — 0 _- - 400 � a u ARCH. Q a ROOF SHINGLES O L-i Z W w � N _ l V = � W - - - - — - - - - _ — I� N THERMO-W U z 5060 — _ MODEL#TS m ap Jim = z F 7I T.O. � Q 5" _ - - L - --11� _ -°Llrr _ - - - - '[[ 1 z - - L - - - ED _ - iy� .� Y W z l-- 1- W M a VINYL GLAD 7 T 1 1 HOOD HINDOi,6 — I LI L ` II I II PI IJ f r _I >(ll _ LI I_ L sEcoND r FLOO J 1 � 1 f _I _ J � Y7 Y H _ `f_ .� I Y - t I � T.O.T.O.P h PV Li LJ1 Y LTA I _ I Ji 4 L _ L L _ IhI,JCI-h41��I1 - - J - I 4J 1, -__ _ 1�-III' -f-- — ��II_ II_ 7J_ e 6"IE%P05URE CEDAR I� p L �� NS JJII _ q LY 11 J Ul 1 11 It, IT of x'12 u� fti � 11 1 i 1I u ILS _� JL FI L,_J �JJJ L rel LII .J�_ _ llJ Jr J II ILS __III LJ _ _ JL L�I ` J R5T L L 11 _II II 1 .� __ 1 _J _ _ I � LJ�� L J�, �_ I 11 -41 _ __I _- � GRADE ------------- c a <` . o x L �L - - - - - - - - - - - 1 - - s ' �i11-11--II -Ir - -J l REAR ELE\l,4Tl ON 12 luu u/ I I\ ,-'_�r_�-I�L11?�1 i�L 11LI I T\ II II� LII w ¢ IM IM /V� 11 u�l I fl 1J d1�I � LfI I L r1�� I -II I fl II-I f I I - - � � Jh�LI�yZ' � 1r� 12 0 0 � III IIJ u � 400# ARCH. i - 1 ROOF SHINGLES — � ` I JJ- LJILLJ Tr 1J "IT SII ---I- _ I r II II II I I I �� I ITfJnL IurL ��.ro 11I�u � I � � I � I f II II- f_[ II SII ILII I �IU IIIIJ II � T� " " -r� Ir�y`r�J� TL _ I IM ll - - = J ell L� III- z m IM I-0"I1-0 -- -� � 1J _II _ _ IIJI 1_ v 'o' � a _ 21 L 6 P"L .JIII _ILllf:.� lll -J' o k N ¢ d O C vINrL CLAD - YL f '�- II ��T 1111 HOOD HINDOH 2_pil F I J II J fl --- - �l II_I -- J IIIJ1 L 1 -'r_� L I I L=1 I I � 11. 0 yy "PERFEGTION" OmAR SHI6"" EXP05JPE - f-P- - mil fT'Tp J J� - II 1_ I Q ,�/ W f �➢111 V L _ III Il G_II 1 I ,f IL` 1 J I lel L� Q �`t�, Lr- ll II_ �J � .1�_�JI II__L 0 �S,L -11_ _I_IIJL 7Lf II. 11.1111__1' 1II III ILL, Q I IT 171717111111 J JT �I 1 M3 L .. rfI- 1 f II JTL � IL fL -_ �,If` II fl� __ p _Tfl__. fll_Jr -Cll ILl -1f7�1711 Ir Z �l Oil �a. % �''a I I I I W LLF � W < LJ - - - Z r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- a N LEST SIi�� LEYTION A'6 SCALE: I/4"=1'-O" z w OF 9 N lel® ® D C3 (n FRA � INO FASTENINO DETAILS CSS � w oa N V) } a STAGGER J015T5 4 IN. OR Q 0 W !9 SINGLE OR DOUBLE USE SPLICE PLATES W ¢ d TOP PLATE GUT PLATE TIED' WITH 25 GAGE /SEE 5EGTION 8602.3.2 STEEL ANGLE OR 50UIVALENT �/ W N y k' vi � � N N TOP PLA CONTINUOUS RIDGE VENTm W I Z H FIREBLOGKING HEADER MIN. I" AIR SPACE W 2 AROUND PIPE SEE TABLES R502.5(I) ESETwEEN V2" GD.X. 5HEATHIN6 �. u 9 i JACK STUDSOR AND 8502.5(2) AND 2 x 12 RIDGE mn 24078 ASPHALT ROOF 51HINOLE5 -� SII N ^ y n STUD WALL STUDS I/2" G.D.X. PLYWOOD SHEATHING Z L gym.. SEE SECTION 8602.3 W W w W z 2 x 12 RIDGE j W Z a = BORED HOLE MAX. DIAMETER 40 PERCENT Z n OF SND DEPT 2 x 10 ROOF RAFTER W G 5/8 IN. MIN.TO EDGE BOTTOM SOLID BLOGKINPLATE 5/5 IN.MIN TO ED FLOOR JOISTS 5UBFLOOR m SILL PLATE — — — CRIPPLE ION SEE SECTION R602A w FOUNDATION NOTCH MUST NOT L --- — - - ---- - HALL STUDS EXCEED 25 PERCENT OF 5TUD DEPTHTYP. RIDCE DETAIL ANCHOR BOLTS EMBEDDED IN I IN. BY 4 IN. FOUNDATION 6 FT. O.G. MAX. BORED HOLE5 SHALL IF HOLE IS BETWL-EN 40 PERCENT AND DIAGONAL BRACE NOT BE LOCATED IN THE SCALE: 3/4" =1'-O" SAME CR055 5ECTION OF b0 PERCENT OF STUD DEPTH,THEN 5TUD LET INTO STUDS GIT OR NOTCH IN STUD MN5T BE DOUBLE AND NO MORE THAN TWO CORNER AND PARTITION POSTS SUGCE551VE STUD5 ARE DOUBLED AND 50 BORED ./I,� TIS APPLY APPROVED SHEATHING OR BRACE I��%IxJ-I`X`�"�'I--1� ET NOTCHIN5 4 BORED HOLE LIMITATIONS FOR EXT. AND BEARING WALLS EXTERIOR HALLSLITH 1 1N. BY 4 1N. BRAces M INTO STUDS ANNDDPLATES AND EXTENDING FROM a_ BOTTOM PLATE TO TOP PLATE OR OTHER ¢ 14 5GALE: N.T.5. APPROVED METAL STRAP DEVIGES INSTALLED IN AGGORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. SEE 5EGTION R 602.10. ffin 0 TYPICAL FRAMING DETAIL a x SCALE. N.T.S. � WIND PqN� TOP PLATES L � 9 0 L/3 LB - _ �� I�T FINISH WALL — � PLYWOOD SHEATHING -- L PERMITTIED �I STUD D/6 MAX. \_, � FLASHING BORED HOLE MAX. FLOOR J015T - CENTER GUTS OF 0 "x3" VINYL GOATED WOOD CASING i DIAMETER 40 PERCENT d (AFTER REPLACED IRED I II OF 5TUD DEPT ( HEADER "x2° WOOD SPACER 5/b IN MIN. TO EDGE 5/8 IN. MIN.TO ED 2-I/2" •8 WOOD .� � I I I I� �/ 2 �D CASINO m U Q ,? PREDRILLED FASTENING I I I z LP/4 MAX. HOLES ® a" o.a I I o k' n ¢ 5 NOTCH MUST NOT III ¢ w ¢ w EXCEED 25 PERCENT I/2" COX PLYWOOD OF 5TUD DEPTH FLOOR JOIST - END GUTS 57RUGTURAL PANEL I I it Ii I I I X BORED HOLES SHALL NOT BE LOCATED IN THE MAX. D FROM T I I / W F SAME GRO55 5ECTION OF SUPPORT CUT OR NOTCH IN STUD I I' I �• a �D I/ NOTCHED 4 BORED HOLE LIMITATIONS FOR INT. NONBEARING WALLS X:LlI II II O = FINISH SILL SCALE: N.T.S. a CTU PLYWOOD ST i STRUG'NRAI_ PANEL RAFTER CEILING JOISTS (802.6) STOOL EXTERIOR OR BEARING WALL ,- `�� PREDRILLED FASTENING - I V HOLES ® 9" O.G GAEIRN6R _ �I1 / i ►.:1 NOTCHGREATER THAN 50 D/3 MAX. PERCENT OF THE PLATE WIDTH 16 GAGE (0.0054 IN) AND 1.5 IN. WIDE -,, ,' HOOD cnslrvO Uta METAL TIE ACROSS AND To EAGH DOUBLE SILL— SIDE OF THE NOTGH WITH b - IbdSGREwS ® a" o.G. NAILS EACH SIDE. i I"x2" WOOD 5PACER i PIPE OR CONDUIT HALL H 2 IN. MIN. FROM TOP �. -'\ ` 1"x8" HOOD CASINO �V AND BOTTOM OF J015T 'D (ACTUAL DEPTH) TOP PLATES PLYWOOD SHEATHING PIPE �- �.�. Am7 TYP. NOTCHING DETAIL 5TRUGTURAL PANEL ATTAG MENT DETAIL WOOD STRUCTURAL PANEL DETAIL 0 TOP PLATE FRAMING TO AGGOMODATE PIPING 5GALE: N.T.5. SCALE: N.T.5. SCALE: 3"=I'-O" z = OF 9 5GALE: N.T.5. ROOF RAFTER RAFTER TIE @ 161 O.G OR FLOOR JOIST GONTINUOU5 RIDGE VENT MODEL "G520" ROOF RAFTER 1121—_ OR FLOOR JOIST , w DETAIL R RAFTER GONNEGTOR 0- Z n ° ° 12' (2) @ 16 O.G. ° z '2x' RIDGE BOARD ONE MODEL° DOUBLE H2 RAFTER GONEGTOR (3 JQ YGq SIZE LARGER THAN RAFTERS �e ° 0 16" O.G. O a oa RIDGE MODEL " H2.5 N I r TOP PLATE o Q �-' z o I SHINGLES A5 5PEG. am Lai ¢ z ROOFING FELT AS REO'D WALL STUD o W > w ROOF RAFTER oo Lu y v PLYWOOD DECKING AS REQ'D ° ° to vi NOTE: THI5 DETAIL 15 UTILIZED U rj z 2x" RAFTERS AS REO'D w °o WHEW WALL STUDS ALIGN DIRECTLY m DOUBLE m c° F W/ RAFTER. WHEN RAFTER AND STUDS NOTE: THIS GONNEGTOR I5 ALSO USED CONTINUOUS SELF ADHESIVE TOP PLATE ARE NOT ALIGNED USE CONNECTORS FOR GONNEGTING THE FLOOR JOISTS W V 'I GE DAM MEMBRANE, 2'-O" MIN. 5 N DETAIL "52" d T ON THI5 PAGE TO THE STUDS ON A CANTILEVER. 3 0-' rN> INSULATION AS REOD II II N I N DETAIL 5 RAFTER-TO-RAFTER CONNECTION TYP. a EACH RAFTER RAFTER-TO TOP PLATE TO 5TUD CONNECTION (2) ® 16" O.G. RAFTER-TO TOP PLATE CONNECTION ® 16" O.G. Z � UTILIZED WHEN WALL STUDS ALIGN DIRECTLY W/ RAFTERS UTILIZED WHEN WALL STUDS DO NOT ALIGN DIRECTLY W/ R. � w �"v �� i�,�� )(, )( )� )X` �( DETAIL II T II BEYOND ® „ „ scA E N.r.S. � 2 z � o i \ , MODEL G520 BY SIMPSON STRONc� TIE MODEL H2" BY 51MP50N STRONG TIE SGALE: N.T.S. MODEL H2.5" BY SIMPSON STRONG TIE SGAL.E. N.T.S. 2ND �'- �, )I. K )( ) , . ( .��. )( �I )( �,� �)). Ix6 FASGIA x " a PREFORMED ALUMINUM DBL. TO WALL STUD DBL. TOP PLATE PLATE N "2x" GEILIN5 JOISTS \/Ik PERFORMED VINYL SOFFIT GALV. METAL STRAP END S REG 'D AY VARY @ I6 O.G. LENGTH A MODEL " G520 a \ GROWN MOULDING OVER HEADER w "Ix" TRIM BOARD GALV. METAL STRAP BASE PLATE 3C T2' 1 . 00 LLI - -_ II II 6" O.G. =' � DETAIL U (SEYOND) CLEAR MODEL " SP4 RIM JOIST LEN GTH SECOND FLOOR INSULATION AS REGV } SPAN TI_ F - SHEATHING AS REQ'D 12" DBL. TOP PLATE W (D (3)10dx1 1/2' NAILS SIDING OR STUGGO WALL STUD EACH SIDE OF STUD - -J III AS 5PEG.- SEE ELEVATION JACK STUD 2' I J WALL STUD LENcrH °' llG[Ns� -•� I� DETAIL " Y " (BEYOND) ProvidImum I' end ndlstance 2ND III Equal number of @ LL:FLR LEVEL — - specified palls In O each end � I III ( ill l II DETAIL II N II (BEYOND) m ]III X III DOUBLE JOIST @ TIE DOWN o ISTIII STUD TO BASE PLATE TO RIM w ' JACK STUD TO HEADER CONNECTION FLR PL DOUBLE TOP PLATE TOP PLATE TO STUD CONNECTION AT GABLE-END WALL ® Ib" O.G. ® -1015T TO TOP PLATE TO STUD CONNECTION ® 16" O.G. i 5GALE: N.T.5. U I- `I MODEL " SP4" BY SIMPSON STRONG TIE SCALE, N.T.S. MODEL " G520 BT' SIMP50N STRONG TIE MODEL "G520" BY 51MF50N STRONG TIE 5GALE. N.T.5. � �II DETAIL " Q " 1/2" DRYWALL ON �- GEILINGB BWALLS - II DETAIL " S ° DBL. WALL 11711 „ STUD o� DETAIL T i 6ALV. METAL STUD WAL 23" II m TIE-DOWN m W m 2x4 STUDS AT 16" O.G. RIM JOIST !� a x N v n OR AS REO'D BASE PLATE 6ALV. METAL TIE-DOWN GALV. METAL WASHER °o v Q FIRST FLOOR cl MIN. 3" SQ. (MODEL 'BP') 0 0 d O N ^% II INSULATION AS REa'D 6ALV. METALI/2" DIA. x 12" ANCHOR a GOUPLING RIM JOIST BASE PLATE " J" BOLT g 25" O.G. (MIN. 7" EMBEDMENT) FINISH FLOOR ��'� " RIM JOIST AS SPEG. =L' I DBL. TOP " hI DETAIL " X PLATE GALV. METAL' SUBFLOOR - (2) 2 x 6 G.G.A. AS REG 'D. DBL. WALL GOUPLING SILL PLATE ST I STUD a r FLR LVL - DBL. SILL z m : c m m x 1' II o PLATE FOUNDATION N DETAIL Y o ¢ w m WALL w C3 BSMT. I DETAIL L L } II of o 0 0 0 FLR PL I (2) 2x6 SILL PLATE „ 1/2" DIA. x 12" 5ALV. METAL TIE-DOWN WIN 32" GALV. METAL TIE-DOWN i-/IN 32" ANCHOR BOLT-WASHER CONNECTION a 23" O.G. w ANGHOR BOLTS OF EACH CORNER OF 5TRUGTURE "2x" CEILING JOISTS � � 23" O.G. MAX. O O OF EACH CORNER OF STRUCTURE AS REQ'D ° ° REINF. GONGRETE MODEL " PH02 " BY SIMPSON STRONG TIE SCALE: Nr.e MODEL " HTT22" BY SIMP50N 5TRONO TIE SCALE: NXs" MODEL " BP " 8Y SIMPSON STRONG TIE SCALE N.T.S. O O N ALL CELLAR —IIII WALL STUD f+1 APPROXIMATE GRADE NJd '' END WALL STUD f..l - -- — WATERPROOFING OR LENGTH DAMPPROOFING AS REGIO GALV. METAL ITA OO ID Z /2" EXPANSION -= - STRAP 16" O.G. IgJOINT MATERIAL ASPHALT COATING (TYP.) GALV. METAL H IST 11111- II I1I -=1I STRAP 16" o.G. ENO FLR LV LENGTH RIM JOIST N� 4" GONG. SLAB W/ 1, 12" GRAVEL COLLAR BOTTOM PLATE ,..) 7` )' , 6"xb" #I0/10 W.W.F. z- 2x4 KEY WAY GALV. METAL Q+ t•,, o 0 VAPOR RETARDEPLATE FASTENER R ' y � % ° i ".,`_Is (MODEL # LPT4) RIM JOIST W (2) #5 REBAR5 GONT. (T% // =` ' /T., iii. •. , �16„ O.G. N Ida 3” PERIMETER DRAIN W/ UNDISTURBED 50IL5EE FOUND. PLAN FILTER FABRIC DBL. SILL PLATE LTP PROVIDE STRAP a EAGH FLOOR JOIST TYF . WALL SEC-710N A-$ TWO STORY W/ GELLAR CONNECTION FROM STUD5 TO RIM JOIST SILL PLATE TO RIM JOIST CONNECTION ALLION W/ FLOOR JOISTS)N U (WHEN IL A N OCANTILEVER. STDS DO OT SCALE: 3/4" =1'-O" O z "LTP4" BY SIMPSON STRONG TIE 5GALE: N.rs. 5cA_f=. N.T.5. r,.l GALV. METAL STRAP @,16" O.G. (MODEL " G520") MODEL " G516" BY SIMPSON STRONG TIE = OF 9 rn OF DRAWNGS C3 z NEW RESIDENCE A-® COVER PACE o CL VS A-1 FOUNDATIONPLAN, LEGEND a ch =aLq . _ EEIA�� PII � ` gIIOO � PLAN, HEADER SCHEDULE 3WW _ A-3 SECONDFLOOR PLAN ® E 96 A � ��®� A�A . Py� ��THREE PILLARS DEVELOPMENT m 53 N WQNELEVATION W} ��o , Z GREENWAY WEST A-6 REAR ELEVATION LEFT ELEVATION (n m A-71 DETAILS Y La ;::,,i ORIENT POINT N Y 11957 �z A-8 FRAMIING CSO tN NEC TOR DETAIILS zg W FRONT ELEVATION , ■ ■ Ma I BUILDING CODE ANALYSIS L FMLIJ 1 . REFERENCE STANDARD: WDDD FRAME CONSTRUCTION MANUAL FOR ONE AND 7WO-FAMILY 6. NAILING & FASTENING SCHEDULE FOR STRUCTURAL MEMBERS DWELLINGS 2. FLOOR AREAS: • 'Q"a I PROPOSED 1ST. FLOOR: 1,333 S.F. `$� '/_ •�� PROPOSED 2ND. FLOOR: 1,396 S.F. GARAGE AREA: 567 S.F. TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL o PORCH AREA: 260 S.F. NAILING SCHEDULE DECK AREA: 408 S.F. JOINT DESCRIPTION NUMBER OF NUMBEROF1 NAIL SPACING JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING ` LrccesEo°p COMMON NAILS BOX NAILS COMMON NAILS BOX NAILS 3. DESIGN CRITERIA: ROOF FRAMING WALL SHEATHING Ice shleltl Rafter to Top Plate (Toe-nailed) (Table 3.4A) 3-8d 3-1 Od per rafter Stuctural Panels 8d 10d 6"edger/ 12"field GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM Winter untlerlay- SNOW DESIGN Frost line Oeslgn moot Flood LOAD SPEED(mph) CATEGORY Weathering tlepth Termite Decay Temp requlretl h..;do 45 128 C severe 3'-0' Motlerete sll99mm �� vee 104 Ceillin Joist to To Plate Toe-nailed 3-8d 3-1Od perjoist Fiberboard Panels IO Hea MatlT SIBS g P ( ) (Table 3.4A) 7/16" 6d - 3"edged 6"field Ceiling Joist to Parallel Rafter(Face-nailed) 6-16d 40d each lap 25/32" 8d - 3"edged 6"field CEILING LIVE LOAD: 20 P.S.F. (Talble 3.9A) 2ND. FLOOR LIVE LOAD: 30 P.S.F. Gypsum Wallboard Sd coolers 5d coolers 7"edged 10"field 1ST. FLOOR LIVE LOAD: 40 P.S.F. (Filling Joist to Laps Over Partitions 6-16d 40d each lap (Face-nailed) (Table 3.9A) Hardboard 8d Bid 6"edge/ 12"field EXTERIOR DECK LOAD: 40 P.S.F. Collar tie to Rafter(Face-nailed) SNOW LOAD (ROOF): 32 P.S.F. (Table 3.6A) 3-Bd 3-10d per tie particleboard Panels 8d Bid (see manuf.) WIND LOAD: 37 P.S.F. (120 MPH) Blocking to Rafter(Toe-nailed) 2-8d 2-1 Od each end Diagonal Board Sheathing SEISMIC LOAD: C ZONE (EXEMPT, SEE R301.2.2) AVERAGE DEAD LOAD ALL ASSEMBLIES): 10 P.S.F. Rim Board to Rafter(End-nailed) 2-16d 3-16d each end 1"A0" 1"x8" 2-8d 3-10d per support ( ) 1"x10"or wider 3-8d 3-10d per support I WALL FRAMING SEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, Top Plate to To Plate Face-nailed) FLOOR SHEATHING o -I STRUCTURAL ELEMENTS, & LOAD PATHS P ( z-1sd 2-1sd per foot o Structural Panels n >_ >- � Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints each side 1" or less Bid 10d 6"edged 12"field o 4. EGRESS WINDOW SCHEDULE: greater than 1" 10d 16d 6"edge/6"field WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEET Stud to Stud (Face-nailed) 2-16d 2-16d 24"D.C. Diagonal Board Sheathing OF EMERGENCY ESCAPE AREA Header to Header(Face-nailed) 16d 16d 16"o.c.along 1"x6"or 1"x8" 2-8d 3-1 Od per support MODEL# CLEAROPENING MODEL# CLEAROPENING edges 1"x10"or wider 3-ed 3-10d per support c DH3050 6.04 S.F. I Top or Bottom Plate to stud (End-nailed) 2-16d 2-40d per stud N z' DH3046 5.91 S.F. Bottom plate to Floor Joist, Bandjoist, 2-16d 2-40d per foota Endjoist, or Blocking (Face-nailed) 1. Nailing requirements are based on wall sheathing nailed 6 inched on center at the panel edge. If wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear capacitlies,nailing H- o m x NOTE: EMERGENCY ESCAPE WINDOWS ARE NOTED FLOOR FRAMING requirements for structural members shall be doubled, or alternate connectors, such as shealr plates, z3 N shall be used to maintain the load path. o rn a S WITH AN ASTERISK (*) ON WINDOW SCHEDULE Joist to Sill, Top Plate of Girder(Toe-nailed) 4-8d 4-1 Od per joist a o o v ui 1 2.When wall sheathing is continuous over connected members, the tabulated number of nails slhall be Bridging to Joist(Toe-nailed) 2-8d 2-10d each end permitted to be reduced to 1-16d nail per foot. [� 5. N.Y.S. ENERGY CODE: 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional Z z Blocking to Joist(Toe-nailed) 2-8d 2-1 Od each end requirements. F• w w Blocking to Sill or Top Plate (Toe-nailed) 3-16d 4-16d each block 5 m REScheck Software Version 3.7 Release 1b Ledger Strip to Beam (Face-nailed) 3-16d 4-16d each joist Compliance Certificate Joist on Ledger to Beam (Toe-nailed) 3-8d 3-1 Od perjoist FASTENERS FOR ASPHALT ROOF SHINGLES Q CNJ/ Band Joist to Joist(End-nailed) 3-16d 4-16d perjoist §RR905.2.5 Fasteners. Fasteners for asphalt shingles shall be P ( ) 2-16d 3-16d p galvanized steel, stainless steel, aluminum or Copper roofing nails, 'rel Rein D.I.,o2r4a4s Band Joist to Sill of To Plate Toe-nailed perfoot p minimum 12 gage [0.105 inch (2.67 mm)]shank with a minimum 3/8-inch Q I�g Irla D,e,gy Cxk: New Yark SIAIe Energy Coneerveton (9.5 mm)diameter head,ASTM F 1667, of a length to penetrate through Q Construction Code L,- Wi Suaolk County.Now Yodr the roofing materials and a minimum of 3/4 inch (19.1 mm) into the roof fon•.InCnn Trp¢ Detached i a 2 Famlly ROOF SHEATHING sheathing. Where the roof sheathing is less than 3/4 inch (19.1 mm) tl Wo Typx Non.Eb . GWJIArc Nma'Ul 11x thick,the fasteners shall penetrate through the sheathing. Fasteners > oaar6e gave. "SO Structural Panels 8-d 10d 6"edge/12"field shall comply with ASTM F 1667. � / �/ OonT1.dian sim: ovmerrAyvnt Dessg,wnCom,adoc Diaigonal Board Sheathing §RR905.2.6 Attachment. Asphalt shingles shall have the minimum number "fir O 1"x6" or 1"x8" 2-8d 2-1 Od per support le>� of fasteners required by the manufacturer. For normal application, 1"x10"or wider 3-8d 3-1 Od per support I� asphalt shingles shall besecured to the roof with not less than four a CEILING SHEATHING fasteners per strip shingle or two fasteners per individual shingle. Where the roof slope exceeds 20 units vertical in 12 units horizontal cal,nl Fier mSela6arTm66. 1512 300 oa 52 Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field (20:12), special methods of fastening are required. 1 / Shy4pla t:Woa.9 rvmlw:DauaaP 24 a384 8 J/ a caa,n r:Caa,mLal rAnnp u�anml: 213 300 00 1 EXCEPTION:Asphalt strip shingles shall have a minimum of six r- 1Va111:Nbpd frame.AB'o4: 3153 15U 00 210. W 1Vindew t Nhodflvne.DaWob Fa,m. 212 OMD 100 fasteners per shingle where the roof is in one of the following 0 a 16 o 56¢ 41 categories: K 0 oor2 G1me: 4e 0330 16 d • N Ft.,I AI6Wnp1 JaWTn u,roaaminaod rl-: 1341 24A on 4a 1. The basic wind speed per Figure RR301.2(4)is 110 miles per _ T� FIMt2N1-Wrc6l JilieVNvoe:OVMp AN. 83 30.4 00 2 hour(177 km/h)or greater and the save is 20 feet(6096 mm)or F,- higher above grade. r l� Staam6M orGMry.N4aG61heprq+AOU nD lePrzuNNef In rM1166GG %oon5,steNvnN NOOYIOrp P�,�.6faGRKalicn6. aM tararrakclIX6xls FsllxNnatl wn,nm ePplcvlion roe mowa«r vyRmlmtmvaosoP desiplW t. l*Wo Yrok 2. The basic wind speed per Figure RR301.2(4)is 120 miles per hour F,,,;mv an6anwrPn car,6ma,coda vm..,P nA,afcvcwl w,c nmlxmarle vn"n inn (193 kor greater. '�F[3 2 ) m/h) Dow..lltly Fru e,[ealnymar miMlpal ol!' enoeletlpo,delle(.nntl Prolusb»„ei,sbmeM,also Ptslnor 1p 1rC',IIIXla eraMO w"van,.x Fah nun cwe_ 3. Special wind zones per Figure RR301.2(4). suiwmmv6glrer cmxmm'Nmne Daia Z OF 9 rn cS La CCNR,4L NOTES s O La Lj 0. Win. >� I. CONTRACTOR SHALL CHECK AND VERIFY ALL GONDITION5 AT THE a En Ix �� "+� 511-E PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE Z p HIMSELF WITH HRK oE INTENT OF THESE PLANS AND MAKE WO AGREE WITH SAME. 0:: j o 6'-10° 6'-10' 6'-10' 6'-10' 4'-0" I6'-6° 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR W o y _ _ _ _ _ _ _ TO STARTING ANY WORK. W y _ _ L 3. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, Q- — - - — - 1PERMITS, GERTIFIGATE5 OF OCCUPANCY, INSPECTION APPROVALS, N vi (21 2x8 AGO (2)2x8 AGp (2)2x8 AGO (2)2x8 ACA ETC., FOR WORK PERFORMED FROM ASENGIE5 HAVING JURISDICTION 1-- THEREOF, IF REQUIRED, V N Z mW ro 12'-10' sIl 4. ALL WORK SHALL CONFORM TO N.Y.5. CONSTRUCTION CODE AND ALL m (- 0 n LOWER HEIGHT OF TOP OF FOUNDATI N WALL TO � p p LOCAL RULES AND REGULATIONS. W U 9 I j ALLOW FOR 8°STEP INTO FAMIL ROOM o .� 5. ALL METHODS OF GON5TRUCTION INCLUDING FORM WORK AND m PLACEMENT OF CONCRETE ARE TO BE CAREFULLY SUPERVISED BY Q • MASONRY HE CONTRACTOR. N OPENING 6. IF IN HE COURSE OF oONSTRUGTION A CONDITION EXISTS WHICH - ® ® DISAGREES WIH THAT AS INDICATED ON THESE PLANS, THE Y Lai i (2)2x8 AGO (2)2x8 ALQ (2)2x8 AGO (2)2xB AGA CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT - - OR ENGINEER. SHOULD HE FAIL TO FOLLOW H15 PROCEDURE AND Z _ ~ AND CON7LIABILITY THEREFROM. SHALL ASSUME ALL RESPONSIBILITY W raj a ALL FOOTINGS SHALL FEAR ON UNDISTURBED SOIL WIH A MINIMUM XQ - - - � m A Q SOIL PRESSURE OF 2 TONS PER SQ. FT. AND SHALL HAVE A _4 MINIMUM OF 3'-0" OF DOVER. [li I � m - 8. ALL CONCRETE SHALL BE 2500 P51 CONCRETE AT 28 DAYS FOR ' -, < NEW 4" P.G. SLAB SLABS, WALLS AND FOOTINGS. ry ___ - IED REINF.M. ON 4 MILWVAP R -- -- -2®26--- - ---r- - - - _ - --a�+•f} - - - _ N I BARRIER ON WELL COMP- 'q. ALL POURED CONCRETE FOOTIN55 ARE TO BE REINFORCED WIH ACTED POROUS FILL — (2) #4 RE13AP HORIZONTAL CONTINUOUS. h _ - -f- __ _' _'_ __ ___ __ _ / DROP TOP OF FOUNDATION -- - --- = D. ALL STRUCTURAL WOOD FRAMING SHALL BE HEM-FIR NO.2 AS FOLLOW5 w :2 SLO MAX N - --- - --- --- - STEP / TING !/ -FOR SLAB ODER --- --- /--/ i S OTH 6 15E NO E II50 sl (SINGLE) T.L � !� 2zB P.T. BOA ♦ nINSTALL 100 SQUARE OF 5/8' � UNLESS OTHERWISE NOTED:8x7-4 GFOUND.WALL !TYPE "X" FIRE RATED GYPSUM BOARD F.VU#4 REBAR 70P Q BOTTOM PION OEILIN6 ABOVE ILER ON I�IEW IW2"P.G.FTG. REINF.W/ BENDING STRESS = 1175 psi (REPETITIVE) rP ^s S I (3)#5 R 5AR ON UNDISTURBED 501L /� a E = 1,300,000 ♦ �b�+ / I SLAB DRILL 4 6ROU // / !• • u IN #5 DOWEL I j I j 1I. ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE ® 8" O.G. VE TICAL CEILING 4" P.G. SLAB / (2) 2" X 6" UNLESS NOTED oHERW5E. ; t HEIGHT / REINF. W/ 6xMIL VA O "� �+ n I o Z V W.W.M. ON 4 MIL VAPOR `� / •, o V ry ^ BASEMENT cLLv I BARRIER ON WELL COMP- 12. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND O m r m / ACTED POROUS FILL I / SLAB / Q AROUND ALL OPENINGS. PROVIDE BLOCKING UNDER ALL PARTITIONi !{� �' 4 • `4" P.C. SLAB • WALLS RUNNING PERPENDICULAR TO JOISTS. (�• M b r m - REINF. W/ 6x6-WI.4xl.4 = / I 1:2 SLOPE MAX • p N i W.W.M. ON 4 MIL VAPOR '{° STEP FOOTING % UCENSf #- N BARRIER ON WELL COMP- -- - - - ----- / 13. ALL STRUCTURAL POSTS ARE TO BE SOLIDLY BLOCKED TO TOP OF _ b ACTED POROUS FILL -- - FOUNDATION WALL OR SUPPORT COLUMN BELOW. — 14. ALL DRYWALL SHALL BE U.5.6. NATIONAL GYPSUM CO. I/2" THICK � UNLE55 OTHFRH15E NED. Q I / T'-0' B'-4" B'11' O TI I 15. INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2" x 4" WOOD -al O x 3'-O" POURE GONG STUDS AT IG," O.O. WITH 1/2" GYPSUM BOARD BOTH SIDES UNLESS \ 9 N ® STEM WALL ON W LL GO - OHERWI5E NOTED. // 3 I/2'x9 I/2"ML. �� / I A D POROUS ILL. N \ SLAB IG,. ALL INTERIOR DOORS SHALL BE STAINED GRADE 6'-8" HIGH X Tsi '/ � 1-3/8" X WIDTH AS NOTED ON PLAN WITH APPROPRIATE HARDWARE, 21-0° 1-7. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE. 5JL4xq 117'MI I. FEE - -----_--I \ = O ll IME 18. PROVIDE 6'-6" MIN. CLEARANCE ABOVE STAIRS AS PER N.Y.S. CODE. /. % �� // I CREINF W/6 6-W1.4x1.4 IL W.W.M. ON 4 MIL VAPOR d Ill. ALL WINDOW5 SHALL BE PERMA-5HIELD INGLUDINO DOUBLE- / I NEW 8'x8'-O' P. .FOUND.WALL BARRIER ON WELL GOMP- m INSULATED GLASS, INSECT SCREEN, 4 JAMB EXTENDER5 AS REQ- ACTED POROUS FILL Q I AS MANUFACTURED BY ANDERSEN WINDOWWALLS OR EQUAL. REINF.W/#4 RE AR TOP 6 BOTTOM 3 W'DIA.STEEL J / m (3)#5 REON NEH BAR,O UND15 REINF. 501L LALLY COLUMN ON N _� v / 2'O. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS Z m 24"x24'xl2'PL. FTG. a •P / -! (1) �' APPROVED AND IN ACCORDANCE WIH N.E.G. REGULATIONS. U / J DBL. F.J. 2'1 UILDING PLUMBIONSTRUCTION GODS NG SHALL BE IN IGT ACCORDANCE WITH THE N.Y.S. j I p ry o / I FOUNDATION WALL RET INF W o c / 22. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN o N r #5 REBAR TOP E BOTTOM ON / CONSENT OF THE ARCHITECT OR ENGINEER WILL NEGATE THE p m 'O NEW 8°xe'0"P.G. FOUND.WALL m / 16x12 POURED LONG.FT6,REINF CERTIFICATION OF THESE PLANS. 0 • REINS.WL#4 REBAR TOP 4 BOTTOM 501((3)3'- REBAR, N UNDIE MIN. I N ON NEW 16'xR, P.G.D15.RETE'.5W I 23. HE ARCHITECT HAS NOT BEEN RETAINED FOR ON-51TE INSPECTIONS 54NI I (3)#5 REBAR,ON UNDIS URBED SOIL. / I AND / R OBSERVATIONS OF THE CONSTRUCTION. 21, 24. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE N / _ _ - 5GALED DIMENSIONS. 12" N c 4 13'-4° 13'-4° -4° / / / J 25. HE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS. a 2 SLOPE r I / s FooTMN REMAIN HE PROPERTY OF THE ARCHITECT OR ENGINEER WHEHER c m B F 216. THESE DRAWINS5 AS INSTRUMENTS OF SERVICE ARE AND SHALL / tD:POP OF FOUNDATION `}� / L-- - ------- ---- ---J r.p - -2xg p T�p6ER BpFRp --, / L -------- - _ _-- J / WALL FOR SLAB OVER. m THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. / / / ///% ///// - / //////// //// / /////////p///j///////,; THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS _ _ _ fn < S X8 -- -- TO THI5 PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH d c o a ¢ vj 2z8 P.T.LED6IER BOARD APPROPRIATE COMPENSATION TO HE ARCHITECT OR ENGINEER. �.•.� v V #' METAL BASE AP SET INTO 2-I. THE CONTRACTOR 15 TO PROVIDE PROPER SUPPORT AND 'S' v EDI oI 12"DIA POURED GONG, Y UNDERPINNING A5 NECESSARY OF THE EXISTING CONSTRUCTION Z Tn 1'-4'xl'-4" P.G.PIER a L2X8P.T. ' " P.G.PIER A FOOTING,Y-O'BELOW d' Q THROUGHOUT GONSTRUGTION OF MEW FOUNDATION AND ORDERS. FOOTING,3b"MIN. 3'-O"MIN. m 'c� m GRADE MIN.ON UNDIST. ,p I" - - '� - - -- - - - �4' - - - - - - - - -- `'014(1)TYPICAL. - r 29 ALL TRIMMED AND FLUSH CONNECTIONS NAILED TOGETHER WITH TWO (2) RONLS BBDW GRADE. • ADE 160 COMMON HIRE 7lij (2 TYPIGAU L) 2ffi. DOUBLE MIGROLAMS TO BE r v (2)2x8 P.T. (2)2x8 P.T. / (2 ®(2)2x8 P.T. (2) 2x8 P.T. (2)2x8 P.T. v O.G.. w F+.OI d NECTIONS BETWEEN JOISTS, POSTS, OR (� FASTENS TO BEAMS, 5 OR STRUCTURAL MEMBERS TO BE FASTENED USING GALVANIZED METAL HANGERS BY 'SIMPSON STRONG TIE' OR APPROVED EQUAL. z LLA L I'-4° 6'-4' 6'-4" 2'-B' 4'-I' 4'-I° 2'-8° 5'-10" 5'-10" I'-4' I'si° 16'-4° 2'-2° ^NA MA50NRY OPENING, 30. ALL CUSTOM WINDOA5 ARE TO BE FIELD VERIFIED PRIOR TO Q w ORDERING 4 INSTALLATION o l' V-2° 1'-11° q' 11'-45" 113" O 1 O 12b' 13'-8" 2A'_41 N UPI :LEGEND a a W NEW CONSTRUCTION A O N T O N L N -- SECTION MARKq_1 SCALE: I/4"=1'-O� 0/1%%// U FOUNDATION WALLS SRR. a L • I6'OL. FRAMING NOTATION r N O5D SMOKE DETECTOR z EXHAUST VENT SLOPED CEILING zz OF 9 60._8.. 4:-4" V La • W 404" �,�„ a z ^ y CL 2'-0° 121-8' 12'-0" 9'-21 10'-6" ^ a q'..p" 3'_4° 3'-4' B'-0' 10'-6" 6'3° 4'-9" I'-10° II'-10" 6'-B° O z o W z z W C � w o N w W y �j Nai U z M W � � M o La v S� Al 3 N a mn NNi Vl � Wiv Y W o 211-8' Z n a W 4 DECK a N r W_ A pi IT a —2600 INWL. m DN w OH3060 DH30b0 DH30b DH3040 2x0 (2) 2x8 (2) 2x6 I Q 3 In" X 9 I/4° 1 )2x12 3. w 7v 1- D p OH3040 ry 1p'-0' Y (2)26x12 2 t a _ -0. Q _ 01^1 SEAT, -1 KITCHEN _ 6 ex io DN HERDER 5GHEDULE a 9 I R O O I B: STOR74GE PALM I LY j Q y v 00 SH R dov c 4 I.�cexb�a n � ALL MATERIAL FOR WOOD FRAMING 4 e ROOM ry o 4,-0, " HAVE A MINIMUM fb OF P.S.I . o OEIL N6 F _g a 2-0° 0 o o qL HEISHT NOMINAL LUMBER SIZE: SPANS: (2) 2x8 UP TO 4'-O" 05D DESK so ' 2 B (2) 2x1O 4'-0" TO 6'-0" — ry (2 2x12 -O TO 51-011 Rr 4-0° 6-0114-O" 1 N �'4. m 3 1/2' x Ib" PARALLAM Q P 4 rvm2'-0' 3 v2"x 5 4° 3.n" x s /a' ry �E POLLOWINC� DRRW N65 WILL SUPERSEDE TS SHALL BE 4x4 NOMINAL - - — - 31/2' 11 �' G1-•- — ... PARALLAt�Posr PARALLAt"IP05T *NOTE: ALL SIZES GALLED OUT ON ANY OF (2) 1 3/4"x11/4°M.L. o- ,,, .,.,.,, ., T 3 I/2'x 5 14" Y; r L ? 2'-0" 3 In° x 5 4" 20'-0' PA LA \v ry $8 P P05T 4x6 P057 z° i�.' m THE SGHEDULE. o mUTLE wv A BATH PANT YY n o m n v o 61-01 o O so - - C 4RA �E 0 o $ N I _ � z LIVING m o I I I I DINING "o - II FOYER ROOM 5D 4 5 II I © Q N W z 12'0° 13'-0' _ } a 30 L. 3 In"x Ib"PARALLAM z m DOOR _ _ _ r m o m 5DEELI6HT516000 O.H. DOOR 1ii N AND ARLH 0 F us ¢ S U 'vBOM 2)2x10 a o o ¢ vi rn m e � 2x0 2Lz 2X& P16060 H32 6 D060 DH3060 W �� OH30b0 DH30b0 .. 5 V V O 2 A ' \ W � 2x6 RR 2x6 R.R e I6"O.G. 0 I6'0.0. — w CoQ OO 1" 14'-0° I'-2" 9'-IO" I'-2° 13'-0" 1" v, Oo 4 b'-0" 6'-0' 5'-2' 31-4" 5'-2" 10'-0° 10'-4" a � 14'-8' 40'-4' 20.,,4.1 60'-8° P I RST FLOOR PLAN A' 't SCALE: I/4"=1'-0" FIR5T FLOOR: 1,333 S.F. z 5ARA5E: 567 5.F. PORCH: 290 5.F, w OF 9 cv LJ a Z M g n� i CL ¢ a a o = o >- W w= w ow 60' H" N W v, Wei I enFN H tir 40'-4' 20'-4' m W ml z m H 2 z -4 W 4'-0' 6-4° 3'-4' 7'-4" 13'-4° 9'-0° Q m n N Nn —T w ^v O' D O� DH3 O' DH3 O� DH ' Z W w Y W z (2)2x12 (2)2x12 (2)2x12 (2 2x12 2 2x 2 3 0 :3N a J M j $9 s — \/ w \/ 8- - - - - - - - - - - - - - - - - - - - �5 L II1II BEDROOM Os r LEI-06 -8° 6'-8' - HEI6HT o m = W ' o I 1p 6 O sD G— I . e 0 y OSD e 1 0 � — HEIGHT ^ � � 3 �m � '� • iy N�F)!•tlng Qy , ASTER " • L RARY °' 3 B DROOM `� � 4 BATH 4 — — IICENSC� _ 15/4"x 14' M1.RIDGE ' L A _ '" ❑ 2._8" 2'-8" -0' .-0 8,_2" _ ' 0 3 IY2'xl4" M.L.FLU5H 2x1. IDSE (2) 2x10 ry c YYY B �2, Vie SII 3 GL o $U' ?fie GL. GL. 4 o o 8-0 si C 0 2xB RR s Nb'OL. t ry�ro v o � 's Ko O16FLD o r la' o° ��OPEN TO 11 ' g V sD a3 - = s M o a� MA TER BELOW - � o N ry '� E AT 00 r+ LEIL N6 ❑ \,y 12'-0" `� 13'-0° HEIGHT - N o ' _------- - Z¢ - - - - B O o H2 DH2 36 - � BEDROOM 3 I/2'xl4' M 1/2" 11/4" 3 I/2'xl4°M1. - PFF 2xB RR 2x8 DH3046 DH3046 - OH3046• DH3O4b* o c y ai 1 z m r - w m x 8 1 _1 y I 6'-01 5'-21 1c,1.1 G 14'-6" 12'-0" 13'-6° 61-6' 7'-0' 6'-10° 9y O A M � 401-4" -4 20'4' 601-8" 0 Q O r.Q V� SEGONC) FLOOR PLAN � SCALE, 1/4"=1'-O" SECOND FLOOR, 1,396 S.F. O I+d < U a H � uj A3 csw i OF 9 N cS ' W Z M Z U Y w N en o a C w g C) zo La z' W � w W c� F- I_>: 1- } 400# ARGHITEGTUR.AL ROOF 5HIN6LE5 m w z H IS# FELT OVER I/2" GDX SHEATHING m S z F GONTIN)OM RIDGE VENT W V 9 � 13/4"x 14"M.L.R1D6E 2 X 12 ROOF RAFTERS ® 16" O.G. a M TYPICAL ROOF CONSTRUCTION: I0"(R-30) BATT IN5ULATION Z 240#ASPHALT ROOF 5HIN6LE5 IS#FELT PAPER 2 X 6 BLOGKINO Y Lu w 2x12 ROOF (12 RAFTERS® I5 OG. CD N Z M 12 12I X 6 FA5GIA BOARD // W 2x4 COLLAR TIES® 48" OL. e� s 5OFFIT W/ GONTINUOU5 SCREEN VENT 11_211 N O] C 7 W Q f El A 4 w AITTIG TYPICAL CEILING CONSTRUCTION: 31/2'x 14' MLNEW 2x10 Gli.® 16" O.G. yply.uns p4 10' (R-30)BATT. INSULATION b/++ 1/2"6YP51M BOARD TO TE 2' I 2 TYPICAL WALL CONSTRUCTION: scALE: 1/z°=1'-0" orb W4� \ / 51DIN5 5ELELTION BY OWNER �f _ "M/EK' HOU5EWRAP MENSfO 1/2"GPX PLYWOOD 2x4 5UJ5® 16"OL, o 31/2"(R-15)BATT. INSULATION I 12 I/2'6YFSUM BOARD INTERIOR FINISH 0 SECONDwl 11 111 11— Hi FLOOR 91 3 1/2"x II 1/4'ML KITGHEN FOYER TYPICAL FLOOR CONSTRUCTION: ROOF FINISHED FLOORIN6 AS PER 044ER vEUT c m 3/4"T. 6 6.PLYWOOD 51B-FLOOR Z 2x12 FLOOR.10157® 12'O.G. 10"(R-30)BATT. INSULATION ¢ U FIR5T o o FLOOR o g � GRADE S I/4'x 9 I/2" 3, o \/\ ML.6IRDER '' �/� ^\ % ,:',,. \. TYPICAL SILL CONSTRUCTION: :_. \\\C\�j .\ \ Q n \. MA5TER BATH 2"b GGA SILL PLATE BATHROOM p � /✓%f,C�/\///\ / y�� :" /i ALTERMITE 5HEILD I — eaTu SAS ENT ��_Y�\�Y�\\/\// \�� i .�.��i�\/� SILL SEAL IN50LATION I/2°ANCHOR BOLTS,23"O.G. z•z' / z' (MAXIMUM N RZDM GORPEP SIRS LAV LAV LAV LAV o �\�� \ \,,�j` NO LE55 THAN TWO(7)PER SICU T I TLT TLT TLT N Z \ \ 4\ \ti� \CYTO\ii / r / a„ \ \ ., ;�i• " . . .,/. ..,. / . r , �/ ; /:,�:. ,\\ � \tri f '�\ fi„l�.\\%//� #NEN :-0��P.L.FOUND.WALL z. �e z. 3. z. z, z, N z OIN NEW# REBAL TOP 4RBE TT M a Ld � �\ k :: \! \\/ ///�\//` /\/`(%\\gyp% \ /\\/ / //�/• / / /��/' \i ` \ '� /\ � i /C\ i\ (21#5 EH lb' ON UNDISN. RED SOIL 3.3 z�, 3�, z�� U Z m SHWR SHWR o\ TYPICAL FOUNDATION WALL: SecoHD FLOOR 3, m m 0 S /\ / ( / /` / ��' ✓P\\ \\ \\ \i '�� /�\\�i .�\/ \\\ \ \'� \ o \ '� ��f!\ \ \ \//�,\�✓� K TI.HEN BATH 4'P.G.SLAr� /� ✓�1 A�1 �mp' 1.. f � �� ;1/ / IA J B z 1 F� 99 W.W.M.ON 4 MIL VAPOR SINK L=1 BARRIER ON WELL COMP- TLT 2 ACTED POROUS FILL FIRST FLOOR O 5F. GT1 ON " A - All 3. o > SCALE: I/4"=1'-O” TO SUFFOLK G.O. G O /(� 0 A a courvTY APPRavEo O SEPTIC sYSTEM 4 0 4 I 60, n^ _ n PLUMB 1 NO RISER D I AORAM ' a O N.T.S. r 7 a rn 0 A-4 OF 9 N C3 TOP OF z ' W RIDGE a Z M Z n J o d " � ma 400#ARCH. Ir ROOF 5HIN6LE5 a Z p W �_ W > �W CD � 8 Z W y � 4= MODGR20 HINDOW m W y z H m = z E T.D.P. LLJ 3 9 N Q m � I _ -0" 6"RAKE BOARD Z W w# lu Ill. O Q 6'TRIM BOARD Y Z mo FEM ' m _ VINYL CLAD CD N a In _ _ _ -0"— WOOD WINDONS Z n "PERFECTION"CEDAR W 5HIN6LE SIDING SECONDi2b'EXPOSURE 'EL- OCR N 4°HOOD LA51NG m T.O.P. Rl 11111111111111 -0' H ® ® ® ® 10° DIA.PERFIAGAST LJ DORIC COLUMN Ll 4 STONE BASE OVER LMA CASE W/nUN-FACED ' a - �• CULTURED STONE VENffR. • ,f� FIRST FLOOR D - p /�•�,��_77� 1 GRADE 77 m IBJ LJ L - _ J LJ L --J LJ L � _ __ ___ _ _ _ _ _ _ _ _ _ _ _11 F - _F7 - - -- - - - - - - - - - - - - - - J r — Jr- - - -- - -- - - - - - - - - - - - - - - -- -- -- -- - - - - - - - - - - -- -- - -- - - -- - - -- - - - _ J 'FRONT ELEYATI ON 12 SGALEe I/4"=1'-0" I2 8 ar ri N V 400#ARCH. 0 0 d ROOF 5HINOLE5 o N � o z N I G N Z ® G m a Q Z yEI m m z VINYL GLAD WOOD WINDOW d' Q Cil K U 2'-0' a m m m z - I w "PE¢FEG 10N"CEDAR W SHIN6LE 51DING 6"EXP05URE 0 w O a � 4 � GRADE ~ a I I I I I I I I I Iqz w rof W a LJ w I I I I - - - - - --] L- - - - - - L - -- - - - - ----- - - - - - - -- -- --- - -- - - 5 RICHT 5117E ELEVATION A- 5 SCALE, I/4"=1'-O" O z z OF 9 N z V � P4v fILLa' W Z in Q � J O d � d rn I g 4000 ARCH. N N 3 ROOF 5NIN5LE5 Q, wO z o _ W 0 WC- w W = Fa H � =3 ❑ Q I � N TNERMO-VU F Y SK MODEL V N Z GOV 5060 m F m M T.O.P. W = Z Q m � ® EH N ti Z W w 4 � z � o HOOD CLAD W SECOND FLOOR N n Hill m TA,P. -0 ® ® PERFEGTION° c " CEDAR ~ SNINSLE SIDING N 6"EXPOSURE w 1EA - - - 4 If #1 FIRST Bei FLOOR � G3 E ri �a M 1 GRADE LICE"SfQ I I I I I I a C - - - - - - - 7 IL - � I II I IL 1 L-_ �� _I - - - - - - - - - - - -- ---- - - -- - - - - -- - - -- - - - - - - - -- � - -- - - -- - - - - - - - -- - - - - -- --- - - - - - - - - - --- - -- - - -- -- - -- - - - - -- �REAR ELEVATION 12 a� o Z � m a d I-i N U 12 O c J O O O 4000 ARGN. G zd ROOF 5HIN5LE5 Ll m O r I 6 N Z 2 N m 2'-0" I 12' v z Z O N Q S ~ VINYL GLAD ® a O v O vi WOOD WINDOW 2'1 is 8 z w a 8° I'-O' I'_2" 2 L a 'PERFECTION"CEDAR SH bN 51D � — In O og W O El � OO A a NJ 61 E RA 4 4 ? L a in f III 1= LJ rL — — — — —— — —— — — — — — — — — — — — — — — — — — —— — — — — — 6 r -I- -- - -- - - - -- - - --- -- - - - - - - - - - - - - - - - & LJ— — — __ __ _ __ _ _ __ _ _ _ _ __ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — — — —— — — — —— — — — — —— — — — — — ——— ——J — —L— — SLEFT 5117E ELEV,4TION A'06 CALE: I/4"=P-O" z OF 9 1�II® ® D FRA INO FASTEN I NDETAILS Yr Z M Z r J C38cn � w ma PW cn y 5TA66ER JOISTS 4 IN. OR a p z o 5INOLE OR DOUBLE USE SPLICE PLATES W c z6 TOP PLATE GUT PLATE TIED WITH 25 GAGE SEE SECTION R(902.32 STEEL ANGLE OR 5OUIVALENT W o W �v N �� to N TOP PLA CONTINUOUS RIDGE VENT m W m FIREBLOGKIN6 HEADER MIN. I" AIR 5PA6E W H= z F AROUND PIPE 5EE TABLE5 R502.5(I) BETWEEN 1/2" GD.X. 5HEATHIN6 U ] 1 JACK STUDS AND R502.5(2) AND 2 x 12 R106E ' OC n OR TRIMMERS M n 240# ASPHALT ROOF 51-1I146LE5N TI1D WALL STUDS' 1/2" G.D.X. PLYWOOD 5HEATHIN6 Z C SEE SECTION 8602.3 Lu w ]C W z 2 x 12 RIDGE BORED HOLE MAX. DIAMETER 40 PERCENT Z M a OF 510 DEPTH 2 x IO ROOF RAFTER LuBOTTOM SOLID BLOCKING 5/B IN.MIN.TO EDGE PLATE FLOOR J015T5 5/8 IN.MIN.TO 5UBFLO0R _ FOUNDATION PA SILL PLATE - - -- - CRIPPLE WALL a ———— i SEE 5EGTION Rb02.9 w ti --- -- ------ FOUNDATION NOTCH MU5T NOT OF STUD DEPTH L--- — —— ————— WALL STUDS TY�. IDC DETAIL �,;��yT•ans W. OF STD 25 PL-RGENT ANCHOR BOLTS EMBEDDED IN h I IN. BY 4 IN. FOUNDATION 6 FT. O.G. MAX. BORED HOLES SHALL DIA60NAL BRAGE NOT BE LOCATED IN THE IF HOLE 15 N 40 PERCENT AND LET INTO STUDS SANE GRO55 5EG7I0N OF MNU PERCENTT OOF F 5 SND DEPTH, SND SCALE: 3/4" =I'-O" yyrs - YY UI.OR NOTCH IN 5TUD ST 5 DOUBLE AND NO MOREE TT HAN TWO CORNER AND PARTITION POSTS G7z SIIGCE51VE STUDS ARE DOUBLED AND 50 O BORED `pis TIM APPLY APPROVED 5HEATHIN6 OR BRACE NOTCHING d BORED HOLE LIMITATIONS FOR EXT. AND BEARING WALLS EXTERIOR WALLS WITH IN. BY 4 IN. BINGES LET INTO STUDS AND PLATES AND EXTENDING FROM BOTTOM PLATE TO TOP PLATE OR OTHER SCALE: N.T.S. APPROVED METAL STRAP DEVICES INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'5 SPECIFICATIONS. SEE SECTION R 602.10. TYPICAL FRAMING DETAIL 5GALE: N.T.S. WIND PANE SIDING 9 �W UNIT IDTN, TOP PIA L u - I I L/3 WIDTN w L/3 Z + 5 U Y NO NOTCHES FIN15H WALL PLYWOOD 5HEATHIN6 I�-- PERMITTED ~ID N U / TUD I 0/6 MAX. FLA5HIN6 1"x3" VINYL COATED WOOD GASIN6 D BORED HOLE MAX. FLOOR JOIST - CENTER GUTS (TO BE REPLACED OR REPAIRED / DIAMETER 40 PERCENT HEADER AFTER EACH IW-ALLATION) // OF 5TUD DEPTH "x2" WOOD SPACER 5/8 IN.MIN. TO E06E // D / m 4 5/B IN MIN.TO I 2-1/2" #8 WOOD D 9 /4 MAX. ��SGREW5 0 " O.G. z a } ID GAS N16R D r mo x m PREDRILLED FASTENING D / a k' = I N r HOLES ® 9" O.G. 6 �D/4 MAX. I D a c o c (A NOTCH MUST NOT - 1/2" GDX PLYWOOD � 2DEPTH FLOOR J015T - END GUTS 5TRUCTURAL PANEL X 4 D ~ w NOT BE LOCATED NI T E MAX. D FROM D SAME GRO55 5EGTION OFPPORT CUT OR NOTCH IN STUD SIU- -I 4 I I ID O z LQ NOTCHED 4 BORED HOLE LIMITATIONS FOR INT. NONBEARING WALLS 0/3 MAX, I I FINISH SILL SCALE; N.T.5. O q 61a i b 1/2" GDX PLYWOOD / O RAFTER CEILING JOISTS (8026) 5TRUGTURAL PANEL N EXTERIOR OR BEARING WALL SrooL PREDRILLED FASTENING HOLES ® 9" O.G. / a CASINO NOTCH GREATER THAN 50 D/3 MAX. / PERCENT OF THE PLATE WIDTH I6 GAGE (0.0054 NJ AND L5 N. WIDE WOOD CASING METAL TIE AGPO55 AND TO EACH SIDE OF THE NOTCH WITH 6 - 16d DOUBLE SILL 500E S WOOD / scREwLs ® a' O.C.c / � a NAIL5 EACH 51 DE. // f- I x2" WOOD 5PAGER / / O PIPE OR CONDUIT PAN15H LL // ii ~ N 2 IN. MIN. FROM TOP "x3" WOOD CASING Y / AND BOTTOM OF J015T D (ACTUAL DEPTH) TOP PLATES PIPE PLYWOOD 5HEATHIN6 A_7 TYP. NOTCHING DETAIL STRUCH14ENT DETAIL WOOD 5TRUCTURAL PANEL DETAIL 0 TOP PLATE FRAMING TO ACCOMODATE PIPING SCALE: N.T.S. SCALE; N.T.5. SCALE: 3"=1'-O" z t x OF 9 SGNLE: N.T.S. ROOF RAFTER RAFTER TIE @ 16" O.G. OR FLOOR JOIST GONTINUOU5 RIDGE VENT MODEL "G520" _ ROOF RAFTER DETAIL " R " 12 RAFTER CONNECTOR �° OR FLOOR JOIST C.1 W 12' (2) @ 16" O.G. "2x" RIDGE BOARD ONE ° ° ° MODEL " H2 RAFTER GONEGTOR g ^ , 51ZE LARGER THAN RAFTERS �° °� V x Lo - RIDGE ® I6 O.G. p d DOUBLE ° MODEL " H2.5 y to 5HIN6LE5 AS 5PEG. ° c TOP PLATE m r o o Q ° zo ROOFING FELT AS REQ'D ° , ° WALL STUD , ° ° WIW c N CD ROOF RAFTER ° ° LLJ ° n y M � PLYWOOD DEGKINO AS REQ'D ° o ' H ^^ — >: "2x" RAFTERS AS REQ'D NOTE: THIS DETAIL IS UTILIZED EU 1 z W N WALL STUDS ALIGN DIRECTLY m GONTINUOU5 SELF ADHESIVE W/ RAFTER. WHEN RAFTER AND STUDS NOTE: THI5 CONNECTOR 15 AL 50 USED DOUBLE m IGE DAM MEMBRANE, 2'-0" MIN, A NOT ALIGNED USE GONNEGTOR5 FOR 0ONNEGTIN6 THE FLOOR JOISTS TOP PLATE W 2 ? F INSULATION IN DETAIL "52" 3 T" ON THIS PAGE TO THE STUDS ON A CANTILEVER. 3 I 9 n AS REQ'D DETAIL " 5 " a CD N RAFTER-TO-RAFTER CONNECTION Tl'P. ® EACH RAFTER RAFTER-TO TOP PLATE TO SND CONNECTION (2) ® I6" O.G. RAFTER-TO TOP PLATE CONNECTION ® 16" O.G. Z w „ " ® I UTILIZED WHEN WALL STUDS ALIGN DIRECTLY W/ RAFTERS © UTILIZED WHEN WALL STUDS DO NOT AL15N DIRECTLY W/ R. — W w DETAIL T BEYOND MODEL " G520 " BY SIMP50N 5TRON6 TIE 5GALE, N.T.5. ]C w Z MODEL " H2" BY 51MP50N 5TRONG TIE SCALE. N.T.S. MODEL " H2.5" BY 51MP50N STRONG TIE SCALE, N.T.5. ?� 2ND N Ixb FASCIA (51� PREFORMED ALUMINUM WALL STUD Lai DBL. TO 70 Ilk DBL. TOP PLATE PLATE r "2x" GEILING JOISTS \/IV AY VARY PERFORMED VINYL SOFFIT GALV. METAL STRAP 12• m 16" O.G. END AS REQ'D I/\ MODEL " G520 " LENGTH Pi GROWN MOULDING OVER HEADER w "Ix" TRIM BOARD GALV. METAL STRAP BASE PLATE u " @ 16" O.G. 3642• oranynp aI DETAIL U (BEYOND) CUT ¢ MODEL SP4 LENGTH o ` SECOND FLOOR INSULATION AS REOV RIM JOIST CLEAR dP p oY��o TIS SHEATHING AS REOV ° 2 DBL. TOP PLATE 3 a 9 III SIDING OR STUCCO (3)10dx1 1/2' NAILS WALL STUD EACH SIDE OF STUD AS 5PEG.- SEE ELEVATION n JACK STUD WALL STUD END 1 1 „ „ Provide minimum 1' LENGTH UtENSE 2ND DETAIL V (BEYOND) end distance FLR LEVEL Equal number of I-I speclfled nalls In DETAIL " /\ " (BEYOND) each end N DOUBLE JOIST @ TIE DOWN I5T FLR PL JACK STUD TO HEADER CONNECTION O STUD TO BASE PLATE TO RIM DOUBLE TOP PLATE O TOP PLATE TO STUD CONNECTION AT GABLE-END WALL ® I6" O.G. U / JOIST TO TOP PLATE TO STUD CONNECTION ® I6" O.G. MODEL " G520 " BY SIMP50N STRONG TIE SCALE, N.T.S. 1f MODEL " SP4" BY 5IMP50N STRONG TIE SCALE, N.r.s. MODEL "G520" BY SIMP50N STRONG TIE SCALE, N.T.S. DETAIL 1/2" DRYWALL ON „ „ DBL. WALL GEILIN65 S WALLS DETAIL 5 DETAIL " T " STUD 411, oil DBL. HALL `e GALV. METAL o TIE-DOWN STUD 23<� z' m 2x4 STUDS AT 16" O.G. RIM JOIST ¢ d W FIRST FLOOR OR A5 REOV BASE PLATE E '� _ 11 GALV. METAL CC an TIE-DOWN GALV. METAL WASHER m - - MIN. 3" SQ. (MODEL 'BP') o N INSULATION AS REOV GALV. METAL RIM JOIST 1/2" DIA. x 12" ANGHOR GOUPLINC� BASE PLATE " J" BOLT 23" O.G. FINISH FLOOR RIM JOIST (MIN. -7" EMBEDMENT) AS 5PEG. DBL. TOP SUBFLOOR DETAIL X PLATE GALV. META AS REQ'D. DBL. WALL GOUPLINC6 (2) 2 x 6 G.G.A. `i ti ST STUD SILL PLATE N FLR LVL DBL. SILL z m CL S.: ME DETAIL 11Y 11C PLATE FOUNDATION w z zi B IC C M ¢ s BSMT. DETAIL " Z " WALL CL o 0 0 y FLR PL I (2) 2x6 SILL PLATE Z 1/2" DIA. x 12" GALV. METAL TIE-DOWN WIN 32" p 5ALV. METAL TIE-DOWN W/IN 52" ANCHOR BOLT-WASHER CONNECTION ® 23" O.G. ANCHOR BOLTS OF EACH CORNER OF STRUCTURE w z "2x" G£ILING JOISTS � 23" O.G. MAX. O / OF EACH CORNER OF STRUCTURE O c AS REQ'D ° a SCALE. N.T.S. REINF. GONGRETE MODEL " PHD2 " BY SIMP50N 5TRON6 TIE MODEL " HTT22" BY SIMP50N STRONG TIE SCALE, N.T.S. MODEL " BP " BY 5IMP50N 5TRON6 TIE SCALE, N.T.S. O OQ ° 4 o LU GELLAR _—IIIIII—III LL WALL STUD W =III=III—III=III= - APPROXIMATE GRADE 12 _—_- WATERPROOFING ORLE NTH HALL STUD _ _ _ _ DAMPPROOFIN6 AS REOV GALV. METAL w l� I/2" EXPANSION — =111=111=III= ,� lWl STRAP @ 16 O.G. C- ALV. METAL N JOINT MATERIAL ASPHALT COATING (TYP) nth OO IEND ST -III III-III- STRAP @ 16" O.nLENGTH FE R '�' ��' '��- RIM JOIST .4.1 4" GONG. SLAB W/ 12" GRAVEL GOLLAR B TTOM PLATE 6"xb" #10/10 W.W.F. 0 0 2x4 KEY WAY GALV. METAL VAPOR RETARDER PLATE FASTENER LTf] (MODEL # LPT4) RIM JOIST (2) #5 REBARS CONT. @16" O.G. a 3" PERIMETER DRAIN W/ • UNDISTURBED SOILSEE FOUND. PLAN FILTER FABRIG :• w DBL. SILL PLATE . LTP PROVIDE STRAP EAGH FLOOR JOIST T1'F. N4LL SEGTI ON TWO STORY W/ GELLAR A-8 SILL PLATE TO RIM JOIST CONNECTION CONNECTION FROM S'NDS TO RIM JOIST SCALE: 3/4" =1'-O" O ON CANTILEVER. (WHEN STUDS DO NOT ALLION W/ FLOOR JOISTS) z "LTP4" BY SIMP50N STRONG TIE SCALE, N.T.S. SCALE, N.T.S. GALV. METAL STRAP 016" O.G. (MODEL " G520") MODEL " G516" BY SIMPSON STRONG 71E = OF 9 w