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HomeMy WebLinkAbout37236-Z z F04 Town of Southold Amex 6/4/2013 PFO(,�c P.O.Box 1179 54375 Main Road co Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36279 Date: 6/4/2013 THIS CERTIFIES that the building ACCESSORY Location of Property: 21505 Route 25, Orient, SCTM#: 473889 Sec/Block/Lot: 17.4-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this oificed dated 5/14/2012 pursuant to which Building Permit No. 37236 dated 5/22/2012 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: accessory barn with workshop, garage, ge and unheated non-habitable attic as applied for. The certificate is issued to North Dyer LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37236 5/14/13 PLUMBERS CERTIFICATION DATED 76r Signature TOWN OF SOUTHOLD 4�gtlFFO(,f-�O �� ay BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37236 Date: 5/22/2012 Permission is hereby granted to: North Dyer LLC C/O Reginald Tuthill PO BOX 86 Orient, NY 11957 To: Demolition & Construction of an Accessory Building; Barn Workshop, Garage, Storage & Unheated, Non-Habitable Attic, as applied for. At premises located at: 21505 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 17.4-16 Pursuant to application dated 5/14/2012 and approved by the Building Inspector. To expire on 11/21/2013. Fees: CO -ACCESSORY BUILDING $50.00 ALTERATION OF ACCESSORY BUILDINGS $1,338.00 Total: $1,388.00 Buil ing Inspector 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$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: I�l Gl n �. yr l ft House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section J'1 Block Lot , Subdivision Filed Map. Lot: Permit No. 3'7 Date of Permit. 5-aa— Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ ,c5c) Qn Applic Si a re ��suFF010 Town Hall Annex ��p G� Telephone(631) 765-1802 54375 Main Road $ Fax (631) 765-9502 P.O. Box 1179 p '� Southold, NY 11971-0959 y4jp� �,�p�� roger.richert(a)-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Tuthill Oyster Pond Hldg LLC Address: 21505 Main Rd City: Orient St: 11957 Zip: Building Permit#: 37236 Section: 17 Block: 4 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: DLT Electric Co License No: 4966-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 23 Ceiling Fixtures 22 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 14 Twist Lock Exit Fixtures 11 TVSS Other Equipment: BARN, 3-GFCI cirut breakers Notes: 1 Inspector Signature: Date: May 14 2013 Electrical Certificate.xls 37 1--3- Of SObjyO - courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: , . D c9-�—C �� DATE INSPECTOR rjf so TOWN .OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . .... . . [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [% RAMING STRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:- 4 DATE INSPECTOR OE SOpT�olo Irk �o • �� coulm,�c� TOWN OF SOUTHOLD 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: e DATE ANSPECTOR ' �' � 'fO cOUHI'{,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:A --.Sz -tote,, z4z //2�,f,6 z x ,-,i ,-An ZJ 1. DATE INSPECTOR 3 2—3� Of SOUjy� cou 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ >FINAL UGH PFOUNDATION 2ND [ ATION FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r 1 P DATE INSPECTOR - FIELD MSPEMON REPORT DATE COMMENTS FOUNDATION(1ST) W FOUNDATION(M) ze fir ' z ROUGH FRAMING& C PLUMBING y � H INSULATION PER N.Y. � STATE ENERGY CODE 4 FINAL P ' 1 ADDITIONAL COMMENTSVd Zp 0 -4- rn Z . m 3 z e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 7 ,? Planning Board approval FAX: (631)765-9502 Survey. SoutholdTown.NorthForLnet PE 1 lr Check Septic Form N.Y.S.D.E.C. MAY 2012 U Trustees Flood Permit Examined 17 ,20 Storm-Water Assessment Form BLDG.DEPT. TOWN OF SOUTHOLD Contact: Approved ,20 Mail to: K �c Phone: Expiration 20_0 Building nspector APPLICATION FOR BUILDING PERMIT Date NlQ 20��'. INSTRUCTIONS a.This application MUST be completely filled lin by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on.premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application;the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may,authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the.Building Department for the issuance of a Building Permit.pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent,architect, engineer, general contractor, electrician,plumber or builder aS U Name of owner of premises AA f (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�� \opo�sed,}a���k�11 be done: House Number Street Hamlet County Tax Map No. 1000 Section Block 0 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy &I a 2 VJaY: 9i�a t�. b. Intended use and occupancy 5"X-k_ 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition .,,., Other Work k�'e--IW L D OSOIJ(i (Description) 4. Estimated Cost @ 0-&D Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Ol 7. Dimensions of existing structures, if any: Front - C� Rear�p f - ( (� Depth Height (D `-0 w +l— Number of Stories -Pi—Pi7 i rre y l eL r Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front �- 0 ti Rear l 10 Depth b/ ti Height as'-0 " Number of Stories I E- cr 9. Size of lot: Front-3 / i f rO-Ste. Rear �l�� 1 r►'0 1C Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated — FS 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NOX 13. Will lot be re-graded? YES NO _Z<Will excess fill be removed.from premises?YES NOX 14.Names of Owner of premises U-�-I�t ( � Address . �Ti Phone No. Name of Architect C t a opt►1 Address. (ke 16 L&4ftone No Name of Contractor Address Phone No: y 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland?.*YES NO Z * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C'. PERMITS MAY 13E REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES . NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 00,yi c' being duly sworn, deposes and says that(s)he is the applicant (Name of individ al signing c ntract)above named, CONNIE D.BUNCH (S)He is the I to Public,State of New York (Contractor,Agen orporate Officer,etc.) °- Qualified in Suffolk County commission Expires 401114,9� of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo,rn,�to��before me this day of 20 N AuSA Notary Public Sign e of Ap cant Town of Southold - Chapter 236 - Stormwater Management x SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL R ORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent Cons t-Contractorsyr��ner(Circle One) Property OWNER:(IfDiffere 11 I(canq z MOM 5V Address: UAddress: Telephone#: Faxtk Telephone) FaxR E-MaO: QO t 00t4A E-Mail: Property Address: Brief Description of Construction AcEivitp,Proposed structural BMPs,Sort S.C.T.M.R: 1000 Stabalizatiion BMPs,Project scope and/or Sequence of Construction Activity o._ Se 21 BW Lot (Provide AddWanal Pages as Need4 Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: Address: d_ �- �^r � �f- y�--TA_ ?a�___ Telephoner: Faxdk __ __�^a:Y__l_Y D 1.J�,a4-------------- E-mail. -----------------_------^----.._..------------- -------------------------------------------- Name of Persons Responsible for Installation&N oIntenance of Erosion control Practice: -------------------------------------------- Address: --------------------------------------------- Telephone IT: Fax Fk ----------=---------------------------------- E-Mail: -.--------- Total Area ofAf ToNaiAreaafl�rtdCleararg ------------------------ _----_-__.-lull------ P(oJectParcels: '9 1.1 Q(IXQs andlorC�oundDistubance s' .-_--------------------------__-_-_-_-------- (SF.rA�) I a.F.TA.)V ProjectDuration: Start End _________________.-_--_-__-_________-------_- (AnOcipated) 6,9 iA O Date: Date: (usmeerorCme�roaysJ -------------------------------------------- Will this Project Disturbe five(5)or More Acres at 0 Any One Time During the Proposed Development? Yes 10 ------------------------------__-__--_--___- IfYES:Please Ansvwthe FollovAngl_ -------- ----------------------------------- a.-Does the Applicant have a Qualified Inspector On Staff To 6nduct the Required Inspections? es No b. Does the SWPPP Indicate How Frequently the Site Q Q List the NAIVES ordesuiption of all Potentially Irirpacted Watetlodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately Identify All Temporary Q -__-__ - ------ --- ----- M�-_-`-----_... and/or Permanent Soil Stabalization Measures? Yes No d. Does the SWPPP Adequately Identify a Complete 0 Q Project Phasing Plan? Yes No status of Impacted Watedwdy:(eg.TlADL,303(d)LIsted,Impaired_) e. Does the SWPPP Indicate Additional Site Specific r___1 = Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eg.Lake,Credo,Bay.Pond,sound,Fn shwaterwatand-) Of Intent and SWPPP Acceptance Form for Review Q Q by the Town of Southold? Yes No STATE.OF NF.W YORY, Notary Public, State of New York COUNT OF...........................................SS No.01 BU6185050 Qualified in Suffolk Countygo , Ilia I,....N .'Y�./vn,..� .............. ............being duly sworn,deposes and�a9i7'IMIM1 t1Ai'1tta�Il�t4t `Pertnit, (Nameei6idividuals ningDoaxrmrrl) �- Andthat he/she is the ................................... ...............................................................................................( Contractor,Agent,Corporate Officer.eta) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; .......... I...4.A ..........day of. lull.. ........ ....,20..1v1- RL NotaryPublic: .... ..lure. .. ............... . ' ........ ( lure cant/ SWPPP Assessment FORM: 03-12 I TOWN OF- SOUTHOW NOPERTY RECORD. CARD ` OWNER SET ) VILLAGE DISTRICT SUB. LOT" Jo b 2 �s a s�: f lorEll OW N E, ACREAGE of LAI ` OVS. S , , w TYPE OF BUILDING :ES. SEAS. O VL. FARM COMM. : I IND. I CB'. I MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS Y Y 260 '% %3 l 4� -Go 1-2 ✓e �4 c o-r r i a a e Hot, t-- AGE O � B LDING D .I. 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'ir y �,. �1`at ME 4 { 7ti5 ly it \ 7d<fiY• yrin.,4ry 'y$7 °t#`tyruY�,tfl�A'r. c t:a✓iry ^7 y�''. �'s�iy1fl+,r� 1 S y" L fi5 yr rr I ,. dt �(�r 1 1} P f rz �F7�^yS k�s j�`" a } � f 'L e a��r s ' �■�. .2< ,. l {rs 1rt'iti.-d�Y "+�,Y rt•✓,hYf., 1N:•1as.,,,r. zr,1t�: .ti��}.`u. 's^r'E.t. .�tCTr .. •k � ,.5..;ri'r. ,t .' It i :ASv t rY.1'r+4a1�' ��'4-���t" w.i a1r yJ:'rtei A as oundation "It � Interior Finish AM.M.O . lo • Porch Rooms Ist Floor ' r Patio Rooms 2nd Floor P A • •• MMoo � • �• 1 u �. B.P. # ,37d, 3 f-lam S/7-1 BUILDING PERMIT EXAMINER CHECKLIST Date Submitted. Date Reviewed. Applicant: OwnbPl ���. U����+-�-� -�_ n - 1Axef�itec�Engineer: Estimated Cost: vs SCTM# 1000 — 1 7 — Subdivision: Zone: �'� 8 Conforming. d�l -�0� a y, -2: �S City: Pre C.Os?�� Property Address: Building Permits (Open/Expired): BP -Z/C/O Z- ,Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- Info: Single& Separate Search Required? Y o(ODetermination: �ToRM�NfI•TR;-:R.ttNFF• � REQ. Lot Size: °� °°n ACT. Lot Size: REQ. Lot Cov: oZ y`)o ACT: Lot'Gov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear Q. Heights/ACT. Height R E 4, BOTH SI DES A C T bl` f�ii ► cz1?�� Pro ect es iption.• - -41 Waterfront. Y r ? _ S G� If yes, water body: Panel# '-) Flood Zone: B.ul ead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED QLAN S�+�� SIGNED, SEALED GSURVEy o� SITE PLAN 0& Suffolk County Health: Y or(o- If yes, *Bed#: *Date: _/_/ *.Permit#: Town Septic: Y-Nl - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y or Ig- Date: _! /_ Permit#: or NJ Letter— Notes: Southold Trustees: Y oraT - Date: _/ / Permit#: or NJ Letter—Notes: Southold ZBA: Y or(9- Date: / / Permit#: —Notes: Southold Planning: Y o1 Ia- Date: `/ /_ Permit#: —Notes: Town Landmark C of A: Y oCDTE: _/_/_ *NYS CODE-Compliance(page 2): Y or N C_aNTKA<T-OR LICE-A16C P15,01LITY CoMPe�iVS4-rlon/ Notes: ' Fee Structure: Calculation: Foundation: SF ® /� X $ , D'=$ t d-390- d 0 + Initial Fee: $ o o , O o First Floor: _o ._SF _ Second Floor: SF + Additional Fee Other: SF SF X$ , _$ Total: 3095 SF +Initial Fee: $ SO Do Additional Fee C of o FEE) Q AS B tl I L T FEE --6-1 TOTAL: $ 3 3 y , 0o S _ / 1• ice,' / . � _ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:20 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe -Frost Depth: 36" Termite: M-H, Decay: S-M Design Temp: I Iee Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N G11 DERS: YIN CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: •MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRES S: YIN PLUMBING RISER DIAGRAM: Y/N LOCATION OF DIRE PROTECTION EQUIPMENT: YIN -- TRUSS DESIGN: YIN CERTIFICATION: Y/N .ENERGY CALCS: YIN (RESCII CK) TOTAL COMPLIENCETY/N (RETURN TO PAGE ONE) � t J � y J voVA t `) PIA f - _ r� 4 � f • a ' wrr�. s ,�d +l Lk ---- --------- -- - SEPT C S YSTEM MEASUR M N I S T� SCD,yS Ref. # RIO-10-004I �UN / 8�7• A 18.8' 67' m - 80 _ AND D 50 � N i W The locations of wells and cesspools w / O shown hereon are from field observations ��; and or from data obtained from others. �(dE Therefore their locations and or existence Is no/ guaranteed. MARK W , NOTEr / WATER o THERE ARE NO ADJACENT / ���H !� WELLS OR CESSPOOLS E �` WITHIN ' EXIST. 6*5 5j /• . N cc _j J 4- 14 re: / JIN J _s -- AKE / _j O U ell hN ell RF 1TEST 993 HOLE I / / � ._ — / _A:r [V�� 0 co' LOAMY SILTY OI f j �C:)� SILTY aAYEY SAND WITH HE LAYERS GRA VEZ4 17 NJ 20 r�,rE To ��. •I .. � \ 25 SIL TY•SAND WA TER IN �� L ` ` !^1 • SILTY SAND Z _ 32' \\ �� 1 \ � 1 1~40� \ 'C:) �CD FNVE TO VERYCOARS i SAND 38 Z — o .goo \ i � - 4, v � \ �0 Q' Q YOOO in s � 0 - i •o- i ry /ti 0 r / X ✓/ Q� - _ ^-MAP OF PRROPERTY11b - h°• / �� _ AT ORIENT' = TO WN OF +t CST ©LIB . � .,° Do ��� /� \�• \° U�FFOLK COUNT Y, Y •�3 0. SCALE I'"=70D_' ec.__8,= 0D9 -Sept. 17, 010 taddilions) -[lUTL 1E'CDIARSES - , 22_ _ AND DISTANCES . :.. 9 .S \ _4Nov--'30,�010 Ire vision) { FROM SURVEY 8Y ��/ `�/v+O• � 410V•46, FOl1 dAL OPTIC SM `• PDXWXX VAN TYL LS DATED 9124156 CONTOUR LVES'ARE REFERENCtD ti •, \\ _ __ ��0 TO THE F7VE EASTERN TOWNS _ TOPOGRAPMC MAPS - O - \ 1-vm faml ar w1th the STANDARDS FOR APPROVAL \ •\� F 1 NE?'CONSTRUCTION OF' SUBSURFACE SEWAGE 7 Y. MIC.- WO.�49618 - - DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES •0 5 �+h _ - and #iil-abide 5y the conditions set forth therein and on the-- o-.. O CONIC_- ORS, P.C. _ permit to conslrvct.- D20�FAX1G311 765 - �97- - - — - — - - - - - - -- -- _ - ARE, 721.1 Acres} - - - - +25 ' z C(7,D � TUTH I LL PROPERTY => oz 0 2D 0 pJ Q 0 UN _ n > z • o U[� U w ow N z OO > JQ w A QUF— n mcl-1 CM ILlQUa � Cry rn, � O {_ LL In J O O = N O E— IL 2 0 ® ® WN 17 1 LLJ N W LU (L z TW3 46 TW3 46 ., • z z z Lu OO (,DX z ❑ ❑❑ 00 xx U - --- x O m 0 Lil FRONT ELEVATION v SCALE: 4' = I '-O" ry z WLIZ z r,' �f'�1%:,= `tip �4,';�*.°�"'�� _ ✓"e�t!� �"`'� .% ,'�."i'°�� &�k f^• Q LU of NEby xsrt� ��,r �✓iii�� Ili`I -;>�, r 5 "P .�I "�," ��� t� �4 ,x ♦' a3 } p 1 4 11 ) 15 i . .: PAGE: 058221 ,���� z O U w cf) = z � Q FL wo OD IV (r) C9Q Oz C N Q -}' F F O Q O U w > > z N o N Oz w Q ici z O ~ c! OLU C9 I� w — o Q) o m LU o (L U o fv Q � HF I LL- m ❑ J N � AX3 AX3 ❑ �_ zi 1— cL 2 OL C9 n N L.L/ � LLl N W W m -- ❑ - _ � U . ❑ - z Lu T 4 10 O r D - CZ z z U ❑ N z — O O0 Um x 0 m O EAST FACING ELEVATION SCALE: 4" I ,-o,, I '-O U W z m F) (s) . UzO Q U z z z o U = or j LL J � PAGE: A 0-5820 ��1 I �'P�' 2 z O w N U z I- Q F U- p O --) oz w � UQ z o N Q -' O ~ O U > > 0 N a O w _ CV z W Q lf) Z Oz .. N O J Lu a ❑ CD w o � � _ o Q = Lm N = O AX3 ui- H Cz �TW�3664G� 7W3 46 TW3)46 TW3 46 W N (L z m �v U z z z W ❑ o � � z X y ❑FA =IDD3 68 z -� T 46 TW3 46 = � � z x O zu -, z O � U (T) x 0 m O NORTH ELEVATION SCALE: 4" = I '-O" Ln z � u z t m o ❑ . U z0 Q U z z z � � F NEW w �' �aPH A F) PAGE: 58221 ��a z O U w c!� = z IU— Q LL- p OD w � O Z J p - O U > > O C� O w — ND W Q In Z Z O z .. N O [-� U Z J LLJ C) lLl O U- U o i O Q IL m J � ❑— 1DE �❑ AX3 ❑ ❑ ❑ IF—I --IF—] TW3 46 TW3 46 I❑ ❑ ❑ N TW3J46 TW3 46 TW3 46 TW3 46 LU N W W m rL z zz 60 z U- ❑ EIoji ME1a ❑❑i oa oo moo❑ OC z A3 I A3 I A3 I A3 I A3 I z T 410 z - O O � Ucf) X 0 O WEST ELEVATION SCALE: 4" = 1 '-O" U z � Lu z t o . Uz -� O } � U z z z o w .1 PAGE: 058 - 4 Ro�SSta��� SECTION C z O 20'-2" W N = z � Q AX31 u- OZ � � Z W Q Z Lu N W 0o ° SECTION 5 (� D Z SECTION D SECT ON O O D IL Q 1.() Z A N z s cnoN p F- E N Oz z 7'_G" I a_8 1 1_G lu Q H TW3046 TW3046 - TtM3046 TW3046 N a Q CD DOWN b v I.L11 , O OPEN TO "GARAGE" Q AREA BELOW v 1 L IL MM W 2"X G"STUD FRAME WALL = O ATTIC 777777777 THIS LOCATION p c N - UNHEATED, UNHABITABLE O 0 C 3 UP 8" - l L47 W N m Lu Lu z 2" MULLION BETWEEN WALL LEGEND: z W �_ WINDOWS,TYPICAL ALL BWN LOCATIONS 2- 6" LVL HEADER 2- 6" LVL HEADER 2"X 4" EXTERIOR STUD FRAME, R I I O r — INSULATION W/ I LAYER 8" ,,/ `l � PLYWOOD SHEATHING z z 9'-9" 9-00 112" 10'-0 uz" 2"X 4" @ I G" O.C. INTERIOR \•J `� N STUD PARTITION; 8' DRYWALL = L N SECTION SECTION o A C O s PROVIDE 2- 2"X 1 O"HEADERS o ABOVE ALL WINDOWS* DOORS O O UNLESS OTHERWISE NOTED; HEADER HEIGHTS AS 5HOWN IN BUILDING SECTIONS O aZ V SECOND FLOOR LAYOUT SCALE: 4" = 1 '-0" 12 IG U X z o j C9 N 2x SHED RRUI @ I G"OC Lo W z Jm � U SECTION 'ECTION -V B o B z p Q U z z z 0 Of NEW uu s. d, PAGE: TW304G TW304G 058221 7-1 9�PE S SI��R 7 14'-2" z secnoN O G U Lu N = z (4'-,0" W 8'-0" diameter X Q deep DRYWEH O �z � Oz cW� Q g o N (L/ _ � M/ 0 0 w U � z _ o SECTIONI Q SECTION N O � Q LSD z SECTION D _ A 12 D Oz .. J 5 SEC110N 0 z N If W W 2"X 10" R.R. a U Q @ I G" O.C. C) (J) 0 2"X 10" K.R. @ I G" O.G. 02 of U U O lu O GAF 30 YEAR ARCHITECTURAL Fell I- P�" N U L d �? ASPHALT ROOF 5HINGLE5 W/ 15# �J c 5 O O FELT OVER4" CDX PLYWOOD WITH v �� ��J �j 1 18" LVL RIDGE } ° �? — U_ ICE�WEATHER SHEILD @ PERIMETERS v - 0 �'F �% 12 J u cis? N0 �VALLEY5 �jU 15 OU ��� �� 15 � � � � O - O - N9 NU LL- m X — x — 12 J o N aU N 10 H 14" LVL RIDGE fD 14 LVL RIDGE - 2 0 U UU 'All 0 - 12 �� = 1 2 N i �i 12 x — ^/ — 15 J�' �� D2 U 15 02 N aU �5 L� icy �� �P 0 - �0 �U w N ��� G� — �o o _ - 0 w Lu X — — �o nn }� �1�� N U N O O (L Z u 7j� - ., • N � - z 12 Z w �9 O � z � z _ U � @ X 10" R.R. (4'-0" W 8'-0" diameter X z J @ Lo 16" O.C. deep DRYWELL 'NOTE: OVERHANGS AS SHOWN 0 SECTION ON SECTIONS secTloN Z O 0 2"X 10" C.J./C.T. o @ 'G" O.C. K00 F f KAM E PLAN o ,L 129 SCALE: 4' = 1 '-0" Lu o RUNOFF CALCULATIONS: Roof area = 2007 sq.ft x . I G7 x 7.5 = 2513 gallons REQUIRED - (3) 8'-0"x 4'-0" RINGS -OR- APPROVED EQUAL U Z Ln ry w Z 2"X 10" R.R. @ I G" O.C. m C9 SECTION B SECTION O 12 B } z Z � 0 2"X 10" C.J./C.T. _ @ I G" O.G. LLJ (4'-10" W 8'-0" diameter X rr o deep DRYWELL PAGE: 5822� �FESSIO�P. 14" LVL RIDGE W/ 5IMP50N C520 CONNECTOR z O NAILING SCHEDULE 2001 5BC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING 12 2„ 12 2-2' C.B.THRU Q - -"----.... _ ROOF FRAMING _ - -- I 51— k/0• 15 C.T. * R.R. (TYPICAL w RAFTER TO TOP PLATE TOE NAILED 8'-O°WALL:3-8d- PER RAFTER-_--_ - ./e BOTH ENDS) U- C) 10'-W WALL:4-8d PER RAFTER Q Z CEILING JOIST TO TOP PLATE TOE NAILED 8'-W WALL:3-8d _ PER JOIST _ Q Q n ----_-- ___ 10'-0"WALL:4-8d PER J015T - ---_ -- ----- -- - - ____ •C I x FASCIA iv 0 CEILING JOIST TO PARALLEL RAFTER FACE NAILED _ _ _ ___SEE TABLE 3.7 . EACH LAP_- - - - __ -_ _ 2"X 10" C.J./C.T. @ I G"O.C. w CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP --"-- 2: } Z N COLLAR TIE TO RAFTER FACE NAILED __ SEE TABLE 3.4 _ _ PER TIE _ _ _ BLOCKING TO RAFTER TOE NAILED 2-8d __ EACH END < RAFTER END NAD ILE 2-1 Gd EACH END - (� -- --_---- --"--- - - _----- 5IMP50N H7 RIM BOARD TO = — z N - CONNECTOR O U — w U� . WALL FRAMING 2- 74° LVL CUT DOWN TO N z cS� Q Z - - - _ TOP PLATE TO TOP PLATE FACE NAILED 2-1 lid PER FOOT Ii TOP PLATES AT INTERSECTIONS FACE NAILED 4-IGd JOINTS-EACH 5IDE 6 AS HEADER IN SHE 2- 2"X 10" HEADS Z _ AREAS; C520 STRAPPING 12 ATTIC STUD TO STUD __ _ FACE NAILED _ _ __ _ 2I IGd __ _ 24"O/C IrrI m N PROVIDE 5IMP50N C5 N ' H EADER TO HEADER FACE NAILED I lid I G'O/C ALONG EDGES ❑L ABOVE I 0 _ - ' I 0 0 - -- - UNHEATED, UNHABITABLE ro U TOP OR BOTTOM PLATE TO STUD END NAILED 2-I lid PER 2X4 STUD N aJ � STRAPPING ABOVE ALL Z WINDOWS Q w 3-1 lid PER 2XG STUD t` § 4-11 PER 2X85TUD Q } BOTTOM PLATE TO FLOOR JOIST, BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-1 Gd '^ PER FOOT 2"X 4"STUD WALL @ -ON' Q FLOOR FRAMING I G" O.C., 8' CDX PLYWDN J015T TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d - PER JOIST �" YW BFLOOR- 5H EATH I NG W/"TYVEK' P; PL BRIDGING TO JOIST _ ___ _ ______TOE NAILED ____ -- - 2-8d-- -- - EACH END- " - _ _-_ _- _ - - OOD SU - SIDING AS PER OWNER BLOCKING TO JOIST _TOE NAILED 2-8d EACH END _ _ - _ WI 40 9'' C.J. @ I G"O.C. nz BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-I lid EACH BLOCK LLJ O LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH J015T _ __ - -_ PROVIDE SIMP50N (1- U J015T ON LEDGER TO BEAM TOE NAILED 3-811 _ PER JOIST CS 16 STRAPPING O BAND JOIST TO JOIST END NAILED 3-16d PER JOIST _ _ _ __ _ _ 8'-0"X 7'-0"SPLIT GLIDING L BAND J015T TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT l„ - - -- ---- -- DOOR w/3 -9-L LVL HEADERS 3- 92' LVL DROPPED GIRDER 1L ROOF SHEATHING _ _ _ __ - ABOVE C520 STRAPPING 2"X G"STUD WALL @ STRUCTURAL PANELS ❑ ❑ II I G" O.C., g" CDX PLYWD 4'PFRIMFT P. DG ZONE-16'O/G-6°AT PANEL EDGES - - 8d _ AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD_ II WORKSHOP SHEATHING W/'TYVEK' P; L INTERIOR ZONE-I G"O/C-G"AT PANEL EDGES AND 12'AT ❑ ❑ i SIDING AS PER OWNER ID 75 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD J I" III 3 2' DIAMETER STRUCTURAL FOR ROOF 51IEAI I ZING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0'ON EACH SIDE OF THE ROOF PEAK.THE W-O"PERIMETER J STEEL COLUMN BURIED IN EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. _ _ _ __- -__ _ II 2"X G"ACQ SILL PLATE 1 POURED OVERTERMITESHIELD = R _ CEILING SHEATHING __ _ __ _ _ _ __ _ _ _ _ _ _ _ ____ _ _ _ _ _ CONCRETE FOOTING 5 GYPSUM WALLBOARD 5d COOLERS 7"EDGE/I O"FIELD OVER SILL SEAL, t6 L ----- -- - - I 4" PLYWOOD SUBFLOOR PROVIDE SIMPSON C520 Ir- WALL SHEATHING STRUCTURAL PANELS 8d 4'EDGE 70NF-I G"O/C-G'AT PANEL EDGES AND 12-AT 2"X 10"ACQ F.J. @ I G"O.C. INTERMEDIATE SUPPORTS IN THE PANEL FIELD 8d INTERIOR ZONE-I G'O/C-G'AT PANEL EDGES AND 12'AT o 3- 2"X 10"ACQ GIRDER 8" DIAMETER ANCHOR BOLTS INTERMEDIATE5UPPORTS IN THE PANEL FIELD m W/ 7" MIN. DEPTH @ 48"O.C. FIBERBOARD PANELS 7/1 G' Gd 3'EDGE/G'FIELD 25/32" 8d 3"EDGE/G"FIELD 2"X i O" ACQ LEDGER BOLTED 8"LAB 8 CONCRETE BLOCK W/ MIN. 3"X3"x8"WASHER @ PLATE — GYPSUM WALLBOARD 5d COOLERS 7"EDGE/I O"FIELD �i N 8d W EDGE ZONE-I G'o/C-G•AT PANEL EDGES AND 12-AT TH RU BLOCKS WITH 5Ii „IEDGERLO PIER TO 24"X 24"X 12" 8" CONCRETE BLOCK HARDBOARD INTERMEDIATESUPPORTS IN THE PANEL FIELD SCREWS @ I G" O.C.; HANG F.J. POURED CONCRETE FOOTING W N -- --- ---------------"----- ----- ---- --- FOUNDATION WALL W/ 8d INTERIOR 70NF-I G"O/G-G"AT PANEL EDGE5 AND 1 2'AT FROM LEDGER WITH 5IMP50N HU "All �� „ W INTERMEDIATE SUPPORTS IN THE PANEL FIELD S E CT I O N A I -4 X 8 d. FTG.; PROV. lU (`() SERIES CONNECTORS,TYP.ALL 2-#4 REBAR IN FOOTING z FLOOR SHEATHING _ ___ _ _ __ ___ STRUCTURAL PANELS-I'OR LE55 8d G"EDGE/12 FIELD SCALE: " I '-0'i (TYPICAL ALL AREAS) V • Nailing requirements are based on wall sheathing nailed G inches O.C.at the panel edge. If wall sheathing is nailed 3 inches O.G.at the panel edge to obtain 4 Z higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the LU load path. When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-I Gd nail per foot. GENERAL NOTES: 0 } Corrosion resistant I I gage roofi nails and I G a e staples are rmitted,check IBC for additional requirements. Z FRAMING NOTES: U • The Information on this set of construction documents is to relate basic design Intent and framing details. They are Intended as a construction aid,not as a J All lb t b Douglas F N substitute for generallyacre ted good buddm practice and are in compliance with • lumber Is o e ougas m#2 or better at I G"on center DESIGN LOAD CALCULATIONS TABLE R3 O I .6 current New York State build mg codes. The general contractor is responsible for L providing standard construction details and procedures to ensure a professionally • All wood framing in contact with concrete or masonry Is to be pressure treated. 'ACQ'designation = y finished,structurally sound ancd weatherproof completed product. refers to current arsenic-free treated wood standards and shall take the place of'CCA' ALLOWABLE DEFLECTION O F STRUCTURAL RAL M EM EBERS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADSOb5f) General contractor to coordinate all subcontractors,scheduling of work and O • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include O EXTERIOR BALCONIES GO STRUCTURAL MEMBER ALLOWABLE DEFLECTION interaction between trades. squash blocking web stiffeners at bearing points on girders and other load bearing areas O DECKS 40 Rafters havincj slopes cyeater L/180 • The contractor is responsibie for ensuring that all work and construction meets m ATTICS WITHOUT STORAGE 30 or exceeds current federal,state and local codes,ordinances and regulations,etc. Structural Steel ASTM A3G- FY=3G KSI than 3/1 2 with no finished ci lhn These codes are to be considlered as part of the specifications for this budding plan. xO bolts,All straps,connectors,plates, Halls,etc.are to be galvarnzed. Designated connectors,straps, ATTICS WITH STORAGE 40 attached to rafters � If in the course of construiction,a condition exists which disagrees with that as etc.on these drawings are my by Simpson unless otherwise indicated. All connectors,straps,etc.are to be O ROOMS(OTHER THAN SLEEPING ROOMS) 40 Interior wails artitlons H/1 80 Indicated on these drawings,the contractor shall stop work and notify the designer nailed bolted in accordance with the manufacture s specifications. 0 E the engmeer immediately. Should he fail to follow this procedure and continue work, SLEEPING ROOMS 30 Floors t plastered ci lim s 1,/3GO he shall assume all responsibihity and liability arising therefrom. All floor sheathing is to be 4"AC type plywood,tongue 8 groove and shall be glued and screwed to All other structural memebers LI240 • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. the floorjoests(G"o.c.edges E 12"o.c.field) CRITERIA FOR CALCULATION OF DEAD LOAD Exterior walls with plaster or H/3 GO • The designer has not been engaged for construction supervision and assumes no • Solid blocking is to be installed every 8'-0'max,or mid span of all floorjl with spans exceeding ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. responsibility for construction coordinating with these plans,nor resronsebihtyfor 8'-a'. Blockmg is to be installed at all point load beanng poll stucco finish construction means,methods, techniques,sequences or proceedures or for saftey ARCH ITECTU RAL G RAPH IC STAN DARDS precautions and programs in connection with the work indicated. There are no • Install double Joists under all partitions runs parallel Exterior walls- wind loads with L/240 warranties for a specific use expressed or implied in the use of these plans. brittle finishes Contractor to provide hardwired smoke detectors,with battery back up,and with All exterior wall headers to be as Indicated on floor plans d sedaons and all interior U SNOW no intervening switches,on all floors and in each bedroom.Verify with local code headers are to b 2-2"x 8"unless otherwise rwwiseise noted. All headers exceeding 5'-0"shall have a double GROUND SNOW LOAD 45 Ibs. Exterior walls- wind loads with U 1 20 requirements as per Section R317 New York State Residential Constrvciton Code. Jack stud with a single king stud B on exterior walls provide double sill plate(typical). flexible, finishes Install carbon monoxide detecttors as per code. • Provide insulation baffles at eave vents between rafters and soffit vents as indicated FOUNDATION NOTES: on plate U1 SEISMIC Lo DESIGN CATEGORY 15 General contractor to review plans,elevations and details to determine Exterior flashing is to be adequately installed at all connections between roofs,walls, W ALTERNATIVE FOR OPENING PROTECTION intended heights of finished floor above typical grade. chimneys,projections and penetrations as required by approved constrcbon prachces. - -- - -- _--_ D MAXI- MUM- PANEL SPAN OF 8'-O"------ ---- -----_ ------ • Footings shall bear on iundisturbed soil within bearing capacity of 1.5 tons/sq.ft, FLOOR PLAN NOTES: ---, m WIND WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND � � SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS • Concrete shall be FC=3,500 PSI @ 28 d� Dimensions shall take s• precedent over scale drawl Q '^ WIND SPEED 120 mph SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. P � �DO NOT SCALE DRAWINGS 0 v 1 EXP05U RE CATEGORY 113 (REFERTO SECTION I GO9.1.4 AND 1 G09.G.5 AND TABLE I GO9.1.4) - - • Concrete on 4"sand oir gravel fill minimum,with GxG- I O/10 welded wire mesh • All interior walls to be covered with 2'gysrusm board with metal corner reinforcing.All reinforcement. Interior slabs to be placed on G mil.stabilized polyethylene vapor drywall Products,including gypsum board,screw,joint compound,tapes It tnm shall be U.S. ( \ O TABLE I GO9. I .4 - barrier. Welded wire mesh is to be placed in the top third of the slab and is to be Gypsum Co.or approved equal. All joints shall recieve 3 coats ofjoint treatment.Sand final \� -_------_--_-- ---- -- ------------ _-------- _ ------ --___-------_--- - __------_ — -"---- adequately supported b recast concrete bar supports to assure that the reinforcement 3 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS q y su PP y P pp coat to a uniform smooth surface.All walls,ceiling and interior of closets to be taped and z CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA is held In position during concrete placement and finishing. coat 3 coats,ready for paint. `f Z WEATHERING SEVERE FASTENER SPACING(INCHES) • Isolation joints are to be installed between the slab and the walls.Use reformed J f• Insulation ratings and installation locations as Indicated on floor plans ffi sections z FROST LINE DEPTH 3'-0" PANEL SPAN<2' 2'-0"<PANEL 4'-0"<PANEL G'-0"<PANEL joint filler that is to be cut 1/2"below the slab surface and the resulting joint is to be filled FASTENER TYPE O" SPAN<4'-0" SPAN<G'-O" SPAN<8'-0" with an elastomenc joint sealant. • Walls common to garage and house to have a layer of e'fire rated gypsum board at j TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE garage side with 5'-0'return on adjacent walls S ceiling. Provide 2 layers of 8'fire rated 2 1/2"#G WOOD 5CREW5 I G I G 12 9 • General contractor to imstall cop-r-tex(or copper)sheet metal termite shedds (� WINTER DESIGN TEMP. I I gyl"sum board on all engineered lumber as required by manufacturer specifications 11 , between all wood surfaces than are exposed to concrete or masonry surfaces. Qr» ar LLJ ICE SH IELD UNDER- AS PER MANUFACTURER'S 2 1/2"#8 WOOD SCREWS I G I G I G 12 • All bath€kitchen area walls and cedmgs adjacent to wet areas to have water resistant V Y Q --_ -- - E Dampproof exterior of foundation wall with a bituminous coating;Foundation LAYMENT REQUIRED SPECIFICATIONS/STATE CODE excavation is not to be backfilPed prior to the installation of the floor framing. drywall,and provide wonderboard for all areas set to receive tile. FLOOD HAZARDS A.THISTABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF - HEIGHT OF 33'-D"OR LESS - ELECTRICAL NOTE5: 1 B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE ' - - - •ATTACHED UTILIZING All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include a �4 VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL _ _ _ pp - - - -- installation of fixtures E specifications as indicated on plans. U ht fixtures to be supplied y - l CAPACITY OF 490 LBS. p P g pp � ' PAGE: owner and installed by contractor. GFI outlets required at bathrooms and extenor areas.Install r all outlets as per code. All work is to be done in strict accordance with the New York State Code N by a licensed electrician. All new switches E outlets to be Levltion,standard,supplied*Installed 0582� by contractor. Contractor to do all hook-ups as required for bathrooms. Z 0 14"X IIZ" LVL RIDGEWI ~ 51Mf 50N C520 CONNECTOR U w = z � Q FL :�i w \�0G. 27) o z GAF 30 YEAR ARCHITECTURAL @ 0 ASPHALT ROOF SHINGLES WI 15# ��. FELT OVER 4" CDX PLYWOOD WITH 0 z } z � N w ICE * WEATHERSHEILD @ PEMM EP5 �� J t-VALLEYS __ Z _-.- U C) I-- N o O U 2"X 10" C.JJC.T. @ I G"O.G. FASCIA EXPOSED 0 z RAFTER TAIL5,TYPICAL ® HE ALL LOCATIONS U z o J w 0 ATTIC a E) � o m 2"X 4" STUD WALL @ o r o I G" O.C., 8' CDX PLYWD. 19 N SHEATH I NG W/'TYVEK'WRAP; 2"X 8"ACQ LEDGER BOLTED 51DING AS PEROWNER 12 TO HOUSE IFRAME WITH 5" 2k6 I G "LEDGERLOK"SCREWS @ I G"O.C.; W o 4" PLYWOOD 5UBFLOOR @ hFp HANG PORCH RAFTERS FROM LEDGER PROVIDE 5IMP50N OC WITH 51MP50N L5U2G HANGER CS I G STRAPPING WI 40 92' C.J. @ I G"O.G. BEADBOARID CEILING ON 0 UNDERSIDE OF RAFTERS --� 3- 2"X 10" H EADER w/ 4"X 10" H EADER ❑ iQ 51MP50N C520 STRAPPING STRUCTUPAL BRACKET @ 2"X G"ACQ SILL PLATE STORAGE SHED ATTACHED TO FRAME t _ OVER TERMITE SHIELD � ro � HEADER, LC)CATIONS AS OVER 51LL SEAL; PER FLOOR PIANS F— w � O X X PROVIDE 51MP50N C520 W/ LPT4 CONNECTORS m BREAK FOUNDATION WALL AT DOOR LOCATIONS — r /„ N !J� 1ST 4" P.CONC. SLAB ON b W (V COMPACTED FILL WITH W W W.W.M. G X G/ I O X 10 I m GAUGE WIRE J _ (L z U 14" LVL RIDGE W/ Z Z SECTION IIBII 51MP50N C520 CONNECTOR O LU � z SCALE: 4' = I'-O" �/ z I I Z' LVL RIDGE U 12 51 \61 O G. 12 4�'4 V 5 2"X 10" R.R. @ I G"O.C. _ Gil \ q GENERAL NOTES: ———2° FRAMING NOTES: 2"X 10" C.J./C.T. @ I G"O.C. \ OUTLINE OF WALL PLATE N O • The information on this set of construction documents s to relate bast design — CD intent and framing details. They are intended as a mnstr tion ad,act as a substitute for generally accepted good building practice and are m compliance with • All lumber is to be Douglas fir kit or better at 16"on center current New York State building codes. The general mrt—tor is responsible for 2- 2"X 8" HEADER,; o providing standard construction details and procedures to eroure,a profes—raly • All wood framing in contact with concrete or masonry s to be pressure treated. 'ACQ'd-3mton finished,structurally sound and weatherproof complet d product. refers to current arsernc-free treated wood standards and shall take the place of'CCA' PROVIDE S I M PSON CS 200 5TRAPPING • General contractor to coordinate all subcontractors,sehedulUg of work and . All TJI's are to be installed.accordance with the manufacturer's speaficabons and shall include interaction between trades. squash blocking web stiffeners at bearing points on girders and other bad bearng areas 2"X G" STUD FRAME N 2"X 4"STUD WALL @ • The contractor is responsible for ensuring that all work and construction meets . Structural Steel ASTM A36- FY=36 Y� WALL O.C., � or exceeds current federal,state and local codes,ordinances and regulations,etc. r These codes are to be considered as part of the speafcabons for this building plan. USE 51MP50N H U SERIES n 1 H ATH I 8' CDX YVEK • All straps,connectors,plates,bolts,nails,etc.are to be galvarazed. Desgrcded comedors,straps, SHEATHING W/'TYVEK'WRAP; If in the course of construction,a condition exists which clic r es with that as etc.on these drawugs are my by Smmpson unless otherwise and—ted. All connectors,straps,etc.are to be CONNECTOR TO CEI U NG ' In, on these drawugs,the contractor shall stop work aid nobythe designer mile4(bolted in accordance with the manufadunces specfications. SIDING AS PER OWNER E the engineer immedratey. Should he fail to follow this procedure and corhrue work, JOISTS @ FLU5H GIRDER ' o he shall assume all respo— ilrty and whIrly ars"g therefrom. • All floor sheathe s to be�"AC a plywood.to € roove and shall be hied and screwed to rig e type pyw ngue g 9 DOOR HEADER 2- I G" LVL FLUSH TO N • Dimensions take precedent over scale-DO NOT SCALE DRAWING5. the floor joists(6"c.c.edges€12"o.c.filld) TOP, DROP PARTIALLY WI 80 1 18' • The designer has not been engaged for construction supenvsron and assumes ro • Solid blocking 15 to be mstalled every 6-0"max.or mid span of all floorjoists with spans exceeding p @ 1 G" O.C. I I resporeibdty,for construction coordinating with these plans,nor responsiMlty for 8'-O". Blocking is to be.stalled at all pout bad bcanng points. WI 40 92' G.J. @ I G"O.C. I I 3- 14"X 92" LVL HEADER construction means,methods,techniques,sequences or proceedures or for saftey OVER 10'-0"X 10'-0"SPLIT �g precautions and programs m connection with the work udcated.There are no • Install double joists under all partitions nmrnrg parallel warranties for a sr—fic use expressed or implied in the use ofthese glare. (I 3- I G" LVL FLUSH TO BOTTOM, I GLIDING DOOR r n^ All exterior wall headers to be 2-LVL's as indicated on floor plans,€sections and all"terror I I UPSET INTO WALL FRAME ABOVE I I �! Contractor to provide hardwired smoke detectors,with battery back up,aril with headcm are to be 2-2'x 8"unless otherwise noted. All headers exceeding 5'-(Y shall have a double 3- 1 4"X I 1 8" LVL HEADER, I I I no intervening switches,on all floom and in each bedroom.Verify with local code I I requirements as per 5ection R3 17 New York 5tate Resderdal Construcrton Code. jack stud with a single king stud€on exterior walls provide double sill plate(typical). JOISTS FLUSH TO TOP OF I I Install carbon monoxide detectors as per mile. HEADER • Provide insulation baffles at cave vents between rafters aril soffit verks as indicated 12"X G" STUD WALL @ 1 FOUNDATION NOTES: on plans o ii I Cu O.C., B" CDX PLYWD. J cry U _ SHEATH 1 NG W/ 'IYVEK'WRAP" U General contractor to review plans,elevations and details to determine Exterior flashing is to be adequately installed at all connections between roofs,walls, I I I II GARAGE SPACE 51DING AS PEROWNER - vit—led haghts of fi—hed floor above typical grade. chimneys,projections and penetrations as required by approved constrdion practices. roe I1 II m � II • Footings shall bear on undisturbed soil within bearng rapacity of 1.5 torrarsq.ft. FLOOR PLAN NOTES: I -Y • Concrete shall be FC=3,500 P51 @ 28 days • Dlmenslons shall take precedent over scale dr—",,DO NOT 5CALE DRAWING5 I 2"X G"ACQ 51 LL PLATE r l I OVER TERM U O } l 4" P.CONC. SLAB ON II Z q) • Concrete on 4"sand or gravel fill minimum,with 6x6-I O/I O welded wire mesh . All interior walls to be covered with "gyspusm board with metal comer remforarg.All I I OVER S1 LL 5EAL; /\ \) remforcemertt. Interior slabs to be placed on 6 minl.stabil—I poyethylene vapor drywall products,mcluding gypsum board,screw,joint compound,tapes€tnm shall be U.5. I COM PACTED FI LL WITH I I v Z barrier. welded mm mesh s to be placed.the top third of the slab and s to be Gypsum Co.or approved equal. All joints shall reeve 3 males ofjoUt treatment.Sand final I adequatelyre supported by precast concrete bar supports to assure thal,the reUdoroement coat to a uniform smooth surface.All walls,ceiling and inter—of closets to be taped and _ W.W.M. G P / I O X I O PROVIDE CS 20 is held in position during concrete placement and fi—h,N spackled,3 coats,ready for paint. GAUGE WIRE E W/ LPT4 COONNNEECTGTORS z o d-� Isolation joints are to be installed between the slab and the walk.Use preformed • Insulation ratings and installation locations as indicated on floor plans it sections �— joUt filler that is to be cut I/2"below the slab surface and the resulting joint is to be filled with an elastomeric joint sealant. • walls common to garage and house to have a layer of a fire rated gypsum board at O • General contractor to install cop-r-tex(or copper)sheet metal termite sheilds garage side with 5'-0"return on adjacent walls€—11N. Provide 2 layers of a'fire rated "NOTE.- CONCRETE SHALL BE b 8" DIAMETER ANCHOR @R BOLTS between all wood surfaces that are exposed to concrete or masonry surfaces. gypsum board on all engineered lumber as required by manufacturer speafcabom PC = 3,500 P51 @ 28 DAYS m U N EXCAVATED W/ 7" MIN. DEPTH H @ 48"O.C.1. • All bath€kitchen area wa16 and ceilings adjacent to wet areas to have water resstant FOOTINGS SHALL BEAR ON W/ MIN. 3"X3"x4'WASHER @ PLATE D • Damp proof exterior of foundation wall with a bituminous coabng;Fourdabon UNDISTURBED SOIL WITHIN N excavation is not to be backfilled prior to the metallatbon of the floor iramug. drywall,and provide wonderboard for all areas set to recieve tile. OF "1i y BEARING CAPACITY OF 1 8" CONCRETE BLOCK ELECTRICAL NOTES: 1 .5 TONS PER SQUARE FOOT ��0� FOUNDATION WALL W/ All electrical work to be BOARD include #4 REBAR IN FOOOTIN Or FIRE UNDERWRITERS approved aid to cfude / 1'-4"X 8" d. FTC.; TIN F installation of fixtures€speaficatiore as Indicated on plans. fight fixtures to be supplied by N G PAGE: owner and installed by contractor. GFI outlets required at bathrooms and exterior areas.Irstall (TYPICAL ALL AREAS) all outlets as per code. All work is to be done instrict accordance with the New York State Code ECT 10 N by a licensed electrician. All new switches E outlets to be LevRionn,standard,supplied€installed by contractor. Contractor to do all hook-ups as required for bathrooms. ( SCALE: 4' = I ,-On w 03822"" t��z� z O 14"X I I Z" LVL RIDGE W/ 51MP50N C520 CONNECTOR w N = z GAF 30 YEAR ARCHITECTURAL Q ASPHALT ROOF SHINIGLE5 W/ 15# 6- > 12 C,. FELT OVER 4" CDX PLYWOOD WITH � o 51 6"0 ICE *WEATHER SHEILD @ PERIMETERS p #VALLEYS � O o" Lu oL O o W U U z N O - STORAGE 5IMP50N H7 N z N Q Ln z CONNECTOR 14"X 118 LVL RIDGE W/ — 1— 51MP50 C520 CONNECTOR N O 2"X 4"STUD WALL @ U z 12 Lu I G" O.C., f�' CDX PLYWD. 101 U Q 4" PLYWOOD 5UBFLOOR SHEATHING W/'TYVEK'WRAP; G _ SIDING AS PEROWNER cJ� WI 80 1 18' C.J. @ 1 G" O.C. @�� 0 N PROVIDE 51MP50N CS 1 G STRAPPING �p 51MPSON H7 2Lu 4" PLYWOOD 5UBFLOOP, CONNECTOR o p WI 40 92' C.J. @ I G"O.C. (L 3- 2 X 1 O H EADER wl 5IMP50N C520 5TPvAPPING 6p FASCIA* E)(PO5EDRAF _ 0 o GARAGE SPACE ALL LOCAAITIONN S TYPICALJ o ALL LOCA 2"X G"STUD WALL @! Q I G" O.G., 8 CDX PLYVVD. b LL_ °9 SHEATHING W/TYVEK WRAP; I 2"X G."STUD WALL @ J M C° 2 X G ARM SILL PLATE I G" O.C., 5i CDX PL L p p SIDING A5 PER OWNER OVER TERMITE SHIELD e � � OVER SILL SEAL; SHEATHING W/TYVEK P; p PROVIDE 51MP50N C520 51DING AS PER OWNS i O II 4" POURED CONCRETE SLAB W/ LPT4 CONNECTORS 4" POURED CONCRETE SLAB LL 8' DIAMETER ANCHOR BOLTS b W/ 7" MIN. DEPTH @ 48"O.C. o " UNEXCAVATED W/ MIN. 3'X3"x2' WASHER @ PLATE UNEXCAVATED N 8" CONCRETE BLOCK W N FOUNDATION WALL W/ Lu LU m P-4"X 8" d. FTG.; PROV. (L Z �o `�' 2-#4 REDAR IN FOOTING — SEC I ION IIDII (TYPICAL ALLAREA5) 5ECYION IIEII Z Z SCALE: 4" = I '-OII SCALE: 4" = I'-O" Z LL.J O V z U z O � S RAFTER RAFTER NOTCHED RAFTER O RIDGE RIDE RAFTER TOP PLATE TOP PLATE O WALL STUD 0 WALL STUD O Q_ TYPICAL RIDGE TO RAFTER 5TRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION 2ND.FLOOR WALL STUD KING STUDS WOOD JOIST WOOD JOIST 2ND.FLOOR PLATE CRIPPLE STUD ( 1 5UBFLOOR v BLOCKING JOIST HANGER RIM BOARD HEADER GIRDER/HEADER I ST.FLOOR TOP PLATES JACK STUDS WOOD GIRDER WOOD J0I5T1-k C9 I ST FLOOR WALL STUD WIND RESISTANT CONSTRUCTION CONNECTORS WITH W z L JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH TH GIRDER/HEADER TYPICAL HEADER CONNECTION CONNECTION LOCATION: PART NUMBER: NOTES: F— TYPICAL MULTISTORY CONNECTIONS ' RIDGE-TO-RAFTERS L5TA24 APPLY TO EACH PAIR OF RAFTERS WALL STUD METAL HOLD- RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER • BOTTOM PLATE Z � STRAP SUB FLOOR 38-16d SINKER APPLY TO EACH RAFTER L WALL STUD DOUBLE JOIST NABS AS PER 3- O CF STUD (USE WITH SPTH4 CONNECTOR) U O } Bor oM PLATE 15T.FLOOR WALL STUD Cfl RAFTER-TO-PLATE KT 1 5 BATHTUB MANUFACTURER @ OP,NER TYP. DOUBLE JOIST p a" 274'SILL I ST.FLOOR PLATE PLATE5UBH,OOR PLATE-TO-WALL STUD 5PTH4 APPLY TO EACH WALL STUD z U z DOUBLE JOIST FOR NOWMARING WALLS RIM BOARD RJM J015T T1P. 2ND. FLOOR WALL-TO-I ST. FLOOR WALL KLFTA OR MSTA3G APPLY TO EACH WALL STUD DOUBLE SILL PLATE r„ DBL.SILL PLATE Z Z DOUBLE JOIST FOR UNDERA BATHTUB ANCHOR BOLT (1)#.4 REBAR IN HEADER-TO-JACKSTUD L5TA12 APPLY TO EACH JACK STUD U( FOUNDATION WALL SHEAR CONE-MIN. PROVIDE 1/2'5PACIN6 FOUNDGTI CRIPPLE STUD-TO-HEADER RT3 OR KT7 APPLY TO EACH CRIPPLE STUD BETWEEN THE END 5TUD 30'MIN. FOUNDATION AMC)THE 2 OTHER STUDS REBAR LENGTH WALL TYP. FOR ALLOWING coNNEcrcERNERsuD 1/2•MIN. SHEAR WALL HOLDDOWN ANCHOR AD55 APPLY TO EACH 51DEWALL END W SILL GASKET HOLODOWN INSTALLATION TO TRANSFER SHEAR I5T.FLOOR TO FOUNDATION CONNECTIONS FROM CORNER ® ` FASTEN wTTH(2>16d WRAP UNDER DOUBLE SILL PLATE N, o TERMITE SHIELD COMMON NAIL5@ 0O.C. METAL MOLD-DOWN/UPLIFT ANCHOR I ST. FLOOR UNDER-SILL PLATE MSTA3G OR RS I G-R _ DBL.SILL PLATES (TO OVERLAP JOINTS) ® SIDEWALL ENDWALL (USE WITH 3" SQUARE WASNERS) FOUNDATION WALL USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. SHEAR WALL CORNER CONNECTION FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. r" PAGE: SILL PLATES TO FOUNDATION ANCHORING 1 , 1 CONSTRUCTION DETAILS t WIND LOAD PATH CONNECTION DETAILS /� ��822� t�a© NOT TO SCALE ZssIdTa �v I I 1+ TUTHILL PROPERTY cn O W N_ °` H �: O ON < u.l . C J cf) Lu Q L0 2 Z § Lu J W (r) C W Q a• U 0 ++ Q � IL. m � � O v— n :E O " ❑ ❑ ❑ AX3 AX3 AX3 AX3 u Ln W cv LU W m ❑ n._. z E,.fflTW3 46 _ • zz � z w _ O � Z - z U � N ❑ AX3 AX3 O z = o 0 m O COMPLY WITH ALL CODES OF FRONT ELEVATION ,NEW YORK STATE & TOWN CODES AS REQUIRED• z SCALE: 4' = I'-O" S LD TOWN Z° ELECTRICA PLANNING BOARD co co PLUMBER CERTIFICATION y �� � SOUTHOLD z ON LEAD CONTENT BEFORE INSPECTION REQUIRED SOOT D TOWN TR 'S LLJ _ CERTIFICATE OF OCCUPANCY _ _ S.DEC J SOLDER USED IN WATER APPROV � A$ INCITED D SUPPLY SYSTEM CANNOT � z s-ate l a- 37a-3 6 EXCEED 2110 OF 1%`LEAD. O. - -� PLUMBING U " 3 �re ALL,PLUMBING WASTE z O NOTIF}' 60i DING DEPARTMENT AT &WATER LINES NEED z RETAIN STORM WATER RUNOFF Tt'-t,I P70 AM TQ 4 PM FQR TIE TESTING BEFORE COVERING PURSUANT TO CHAPTER 236 � �� �� +►�`,a RNSPECTIONS: OF THE TOWN CODE. V-Jk, ,� � CONCRE EUIRt�4 2 120v,H- �iAP11ING,PLUMBING, of*-"w Q f-RAWING ELECTRICAL&CAULKING OCCUPANCY OR 4 4 FINAL F4�IoN q -CONSTRUCTION$ELECTRICAL USE IS UNLAWFUL MUST BE COMPLETE FOR C.O. ALL "OQ STRUCTION SHALL MEET THE r w WITHOUT CERTIFICATE k�OVIREMENTSOFTHECODESOFNEV I i b PAGE: YORK STATE. NOT RESPONSIBLE FOR A Og Or OCCUPANCY CESIGN OR CONSTRUCTION ERROR$. R � aFEss+ M�, I z O U w cf) = z � Q FL wo OD IV (r) C9Q Oz C N Q -}' F F O Q O U w > > z N o N Oz w Q ici z O ~ c! OLU C9 I� w — o Q) o m LU o (L U o fv Q � HF I LL- m ❑ J N � AX3 AX3 ❑ �_ zi 1— cL 2 OL C9 n N L.L/ � LLl N W W m -- ❑ - _ � U . ❑ - z Lu T 4 10 O r D - CZ z z U ❑ N z — O O0 Um x 0 m O EAST FACING ELEVATION SCALE: 4" I ,-o,, I '-O U W z m F) (s) . UzO Q U z z z o U = or j LL J � PAGE: A 0-5820 ��1 I �'P�' 2 z O w N U z I- Q F U- p O --) oz w � UQ z o N Q -' O ~ O U > > 0 N a O w _ CV z W Q lf) Z Oz .. N O J Lu a ❑ CD w o � � _ o Q = Lm N = O AX3 ui- H Cz �TW�3664G� 7W3 46 TW3)46 TW3 46 W N (L z m �v U z z z W ❑ o � � z X y ❑FA =IDD3 68 z -� T 46 TW3 46 = � � z x O zu -, z O � U (T) x 0 m O NORTH ELEVATION SCALE: 4" = I '-O" Ln z � u z t m o ❑ . U z0 Q U z z z � � F NEW w �' �aPH A F) PAGE: 58221 ��a z O U w c!� = z IU— Q LL- p OD w � O Z J p - O U > > O C� O w — ND W Q In Z Z O z .. N O [-� U Z J LLJ C) lLl O U- U o i O Q IL m J � ❑— 1DE �❑ AX3 ❑ ❑ ❑ IF—I --IF—] TW3 46 TW3 46 I❑ ❑ ❑ N TW3J46 TW3 46 TW3 46 TW3 46 LU N W W m rL z zz 60 z U- ❑ EIoji ME1a ❑❑i oa oo moo❑ OC z A3 I A3 I A3 I A3 I A3 I z T 410 z - O O � Ucf) X 0 O WEST ELEVATION SCALE: 4" = 1 '-O" U z � Lu z t o . Uz -� O } � U z z z o w .1 PAGE: 058 - 4 Ro�SSta��� SECTION 2CO-2" g 1p 41 N a/ a-- H — Lu moo O z N o 4�5_ SECTION O -' secrloN I I I 1) � z A p Q SECTION 53 3O I I I ( E 0 Z AVALu TED I , . < Q EXC a 0 -o o: p . 6 c. o• o a � �n � c(J PROVIDE SIMPSON PHDS ° HOLDDOWN (TYP. 2) O N ANCHORS AT ALL CORNERS THROUGHOUT LOCATIONS OF END BEARING POSTS ABOVE LLJ 8" DIAMETER ANCHOR BOLTS W/7 MIN. DEPTH @ 48 O.C. N W/MIN. 3"X3'Sc8"WASHER @ PLA q to o 24"X 24"X 12"POURED G"POURED CONCK TE SLAB ;[_ I � m CONCRETE FOOTINGS (TYP.) ON COMPACTED FIL WITH J W.W.M.G X G/ I O X 1 UGL �_ o f6 a o 7 —1 L � WIRE y o - 0 f— 1i O I •o 9. 6" POURED CONG TE SLAB ON COMPACTED FIL TH ,,/ ' W,W.M.G X G/ 10 X 10 GAUGE I LJ! tN WIRE p; I 8"CONCRETE BLOCK m W W m o' I FOUNDATION WALL W/ �' z SIMPSON HTT22 METAL I I'-4"X 8"d. FTG.; PROV. U1 LOWER FOUNDATION WALL HOLD DOWN ANCHORS I 2-#4 REBAR IN FOOTING z z HEIGHT AT DOOR OPENING, AT BARN DOOR OPENING I (TYPICAL ALL AREAS) z ILI TYP — IC L DOOR LOCATIONS 4 O - - V - - - Z CL 1 •p �- s z (- -I U '-9" b'-O I Co-ICY, 1 O'-O" 5'-1" II .o I 3'-0"POURED CONCRETE z APRON @ DOOR OPENIN = ((�V /� SECTI N SECTION O N A C z U x ITm 0 I I 2"X 6OOCACQ F.J.@ II : I I FO N U DATION PLAN 41I : SCALE: 4 �_0il I I UNEXCAVATED I I U z � •� I I .�. N n _ Lu J ' II I7 1C!1 � 2"X 1 O"ACQ LEDGER BOLTED SECTION I THRU BLOCKS WITH 5" "LEDGERLOK" sec B U a SCREWS @ 1 G"O.C.; HANG F.J. FROM LEDGER WITH SIMPSON HU (I Q z SERIES CONNECTORS, TYP. ALL II II 8"POURED CC NCRETE 41 RETAINING WA L WITH a a • -- 8"O REBAR RE NFOKCEMENT V , in " � + •. 16" O.C. BOTH VERTICAL t. OF NE Lu I Q IHORIZONTAL T IKU WALL In IL �Q__ • .. -_a- '. �o. -8 . „ ����u PAGE: 05822A 9®�ESS10��`�' 14-2" 5 SECTION C ELEVATION I 1 " I 0'-0"X 1 O'-0"SPLIT z GLIDING DOOR g N N 3- 1 4'X 9 z°LVL HEADER w 0 o O z - C SECTION I SECTION IL Q In 2 secnoN D WI 80 1 1 Z, C.J. a I . D A ( @ 16" O.C. o sECnON C9 1 P-O"CEILING HE GHT E z � 6'-6" 1 7'_T' 9'-T' 6"X 6"POSTS WITHIN THIS AREA Q Q WALL FRAME, CARRIED Q TO FOUNDATION -TYPICAL ALL GIRDER ENDS 065 2- 10 LVL FLUSH WITH SUBFLOOR 2"MULLION BETWEEN ABOVE, DROP PARTIALLY INTO GARAGE 6-al WINDOWS, TYPICAL ALL I w 8'-0"C.H. LOCATIONS I I III Q � p V I- =54v 0^/ CATHEDRAL AREA 13 68 o J N GARAGE SPACE III o m 0 °' 13 G8 _ III _ LL CD q WORKSt10P 11f 8'-0"CEILING HEIGHT 4--0" EDGE OF WALL ABOVE � =I N o 4"X 6"POST UNDER I —_. .—. �_ II I T o GIRDER 3- 92"LVL DROPPED GIRDER 3- 10 LVL FLUSH TO CEILING, o c — UPSET INTO WALL FRAME ABOVE �' � 0 w 3 I" DIAMETER STRUCTURAL USE SIMPSON HU SERIES m CONNECTOR TO CEILING STEEL COLUMN BURIED IN JOISTS @ FLUSH GIRDER 2 "X 24"X 12"POURED DOOR HEADER CONCRETE FOOTING Imo- UP - 9$ 91 9'-81 u U J U III m 8'-8" CEILING HEIGHT N W N - J GNU I o THIS AREA ODD � II ^ 0 °III 0 Q' Z Q0 m .. @� 19'-2" Z z o II I I 3- 1 4"X I 18' LVL HEADER, W 8-O' X 7-O SPLI I JOISTS FLUSH TO TOP OF Z — DOWN I G" 3- 1 3"X 9 L" LVL HEADER GLIDING DOOR HEADER2 -A 10'-0"X 6-0 SPLIT 0 fz — GLIDING DOO 9'-2" s'-a' 4070 4070 U �a J 3'-6" 0-3" i 9'-I a' �T-9 I/2" 2'-3 I/2" � �� O (s) N SECTION SECTION ZLn wEST ELEVATION I A O O U m I m FRONT O ELEVATION (n WI 40 92 C.J. Lu @ ' = Z FI RST FLOOR LAYOUT /3OG8 � w 0 > 30 8 z(� SCA 4' = I'-O" U r STORAGE Sfi IED .p 14'-0" CEILING HEIGHT O100 Z t` WALL LEGEND: �o co T � N I 2 X 6 STUD FRAME EXTERIOR Z 0-0"TALL INTERIOR =3 WALLS, R-19 INSULATION W STUD FRAME PARTITION I W/ I LAYER 8'PLYWOOD SHEATHING m 2"X 4"@ I G"O.C. INTERIOR STUD PARTITION (� 0 SECTION ACTION U O B 3/08 B PROVIDE 3- 2"X 10" HEADERS 3 ABOVE ALL WINDOWS It DOORS Z U p 30 8 UNLESS OTHERWISE NOTED; Q z HEADER HEIGHTS AS SHOWN z Z WI 40 92i"C.J. i IN BUILDING SECTIONS (( nn o @ I G"O.C. V OF NZ p t7 �e}�2I� � PAGE: (V •� BRACK �� SSIO���'� ��l 6 SECTION C z O 20'-2" W N = z � Q AX31 u- OZ � � Z W Q Z Lu N W 0o ° SECTION 5 (� D Z SECTION D SECT ON O O D IL Q 1.() Z A N z s cnoN p F- E N Oz z 7'_G" I a_8 1 1_G lu Q H TW3046 TW3046 - TtM3046 TW3046 N a Q CD DOWN b v I.L11 , O OPEN TO "GARAGE" Q AREA BELOW v 1 L IL MM W 2"X G"STUD FRAME WALL = O ATTIC 777777777 THIS LOCATION p c N - UNHEATED, UNHABITABLE O 0 C 3 UP 8" - l L47 W N m Lu Lu z 2" MULLION BETWEEN WALL LEGEND: z W �_ WINDOWS,TYPICAL ALL BWN LOCATIONS 2- 6" LVL HEADER 2- 6" LVL HEADER 2"X 4" EXTERIOR STUD FRAME, R I I O r — INSULATION W/ I LAYER 8" ,,/ `l � PLYWOOD SHEATHING z z 9'-9" 9-00 112" 10'-0 uz" 2"X 4" @ I G" O.C. INTERIOR \•J `� N STUD PARTITION; 8' DRYWALL = L N SECTION SECTION o A C O s PROVIDE 2- 2"X 1 O"HEADERS o ABOVE ALL WINDOWS* DOORS O O UNLESS OTHERWISE NOTED; HEADER HEIGHTS AS 5HOWN IN BUILDING SECTIONS O aZ V SECOND FLOOR LAYOUT SCALE: 4" = 1 '-0" 12 IG U X z o j C9 N 2x SHED RRUI @ I G"OC Lo W z Jm � U SECTION 'ECTION -V B o B z p Q U z z z 0 Of NEW uu s. d, PAGE: TW304G TW304G 058221 7-1 9�PE S SI��R 7 14'-2" z secnoN O G U Lu N = z (4'-,0" W 8'-0" diameter X Q deep DRYWEH O �z � Oz cW� Q g o N (L/ _ � M/ 0 0 w U � z _ o SECTIONI Q SECTION N O � Q LSD z SECTION D _ A 12 D Oz .. J 5 SEC110N 0 z N If W W 2"X 10" R.R. a U Q @ I G" O.C. C) (J) 0 2"X 10" K.R. @ I G" O.G. 02 of U U O lu O GAF 30 YEAR ARCHITECTURAL Fell I- P�" N U L d �? ASPHALT ROOF 5HINGLE5 W/ 15# �J c 5 O O FELT OVER4" CDX PLYWOOD WITH v �� ��J �j 1 18" LVL RIDGE } ° �? — U_ ICE�WEATHER SHEILD @ PERIMETERS v - 0 �'F �% 12 J u cis? N0 �VALLEY5 �jU 15 OU ��� �� 15 � � � � O - O - N9 NU LL- m X — x — 12 J o N aU N 10 H 14" LVL RIDGE fD 14 LVL RIDGE - 2 0 U UU 'All 0 - 12 �� = 1 2 N i �i 12 x — ^/ — 15 J�' �� D2 U 15 02 N aU �5 L� icy �� �P 0 - �0 �U w N ��� G� — �o o _ - 0 w Lu X — — �o nn }� �1�� N U N O O (L Z u 7j� - ., • N � - z 12 Z w �9 O � z � z _ U � @ X 10" R.R. (4'-0" W 8'-0" diameter X z J @ Lo 16" O.C. deep DRYWELL 'NOTE: OVERHANGS AS SHOWN 0 SECTION ON SECTIONS secTloN Z O 0 2"X 10" C.J./C.T. o @ 'G" O.C. K00 F f KAM E PLAN o ,L 129 SCALE: 4' = 1 '-0" Lu o RUNOFF CALCULATIONS: Roof area = 2007 sq.ft x . I G7 x 7.5 = 2513 gallons REQUIRED - (3) 8'-0"x 4'-0" RINGS -OR- APPROVED EQUAL U Z Ln ry w Z 2"X 10" R.R. @ I G" O.C. m C9 SECTION B SECTION O 12 B } z Z � 0 2"X 10" C.J./C.T. _ @ I G" O.G. LLJ (4'-10" W 8'-0" diameter X rr o deep DRYWELL PAGE: 5822� �FESSIO�P. 14" LVL RIDGE W/ 5IMP50N C520 CONNECTOR z O NAILING SCHEDULE 2001 5BC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING 12 2„ 12 2-2' C.B.THRU Q - -"----.... _ ROOF FRAMING _ - -- I 51— k/0• 15 C.T. * R.R. (TYPICAL w RAFTER TO TOP PLATE TOE NAILED 8'-O°WALL:3-8d- PER RAFTER-_--_ - ./e BOTH ENDS) U- C) 10'-W WALL:4-8d PER RAFTER Q Z CEILING JOIST TO TOP PLATE TOE NAILED 8'-W WALL:3-8d _ PER JOIST _ Q Q n ----_-- ___ 10'-0"WALL:4-8d PER J015T - ---_ -- ----- -- - - ____ •C I x FASCIA iv 0 CEILING JOIST TO PARALLEL RAFTER FACE NAILED _ _ _ ___SEE TABLE 3.7 . EACH LAP_- - - - __ -_ _ 2"X 10" C.J./C.T. @ I G"O.C. w CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP --"-- 2: } Z N COLLAR TIE TO RAFTER FACE NAILED __ SEE TABLE 3.4 _ _ PER TIE _ _ _ BLOCKING TO RAFTER TOE NAILED 2-8d __ EACH END < RAFTER END NAD ILE 2-1 Gd EACH END - (� -- --_---- --"--- - - _----- 5IMP50N H7 RIM BOARD TO = — z N - CONNECTOR O U — w U� . WALL FRAMING 2- 74° LVL CUT DOWN TO N z cS� Q Z - - - _ TOP PLATE TO TOP PLATE FACE NAILED 2-1 lid PER FOOT Ii TOP PLATES AT INTERSECTIONS FACE NAILED 4-IGd JOINTS-EACH 5IDE 6 AS HEADER IN SHE 2- 2"X 10" HEADS Z _ AREAS; C520 STRAPPING 12 ATTIC STUD TO STUD __ _ FACE NAILED _ _ __ _ 2I IGd __ _ 24"O/C IrrI m N PROVIDE 5IMP50N C5 N ' H EADER TO HEADER FACE NAILED I lid I G'O/C ALONG EDGES ❑L ABOVE I 0 _ - ' I 0 0 - -- - UNHEATED, UNHABITABLE ro U TOP OR BOTTOM PLATE TO STUD END NAILED 2-I lid PER 2X4 STUD N aJ � STRAPPING ABOVE ALL Z WINDOWS Q w 3-1 lid PER 2XG STUD t` § 4-11 PER 2X85TUD Q } BOTTOM PLATE TO FLOOR JOIST, BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-1 Gd '^ PER FOOT 2"X 4"STUD WALL @ -ON' Q FLOOR FRAMING I G" O.C., 8' CDX PLYWDN J015T TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d - PER JOIST �" YW BFLOOR- 5H EATH I NG W/"TYVEK' P; PL BRIDGING TO JOIST _ ___ _ ______TOE NAILED ____ -- - 2-8d-- -- - EACH END- " - _ _-_ _- _ - - OOD SU - SIDING AS PER OWNER BLOCKING TO JOIST _TOE NAILED 2-8d EACH END _ _ - _ WI 40 9'' C.J. @ I G"O.C. nz BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-I lid EACH BLOCK LLJ O LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH J015T _ __ - -_ PROVIDE SIMP50N (1- U J015T ON LEDGER TO BEAM TOE NAILED 3-811 _ PER JOIST CS 16 STRAPPING O BAND JOIST TO JOIST END NAILED 3-16d PER JOIST _ _ _ __ _ _ 8'-0"X 7'-0"SPLIT GLIDING L BAND J015T TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT l„ - - -- ---- -- DOOR w/3 -9-L LVL HEADERS 3- 92' LVL DROPPED GIRDER 1L ROOF SHEATHING _ _ _ __ - ABOVE C520 STRAPPING 2"X G"STUD WALL @ STRUCTURAL PANELS ❑ ❑ II I G" O.C., g" CDX PLYWD 4'PFRIMFT P. DG ZONE-16'O/G-6°AT PANEL EDGES - - 8d _ AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD_ II WORKSHOP SHEATHING W/'TYVEK' P; L INTERIOR ZONE-I G"O/C-G"AT PANEL EDGES AND 12'AT ❑ ❑ i SIDING AS PER OWNER ID 75 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD J I" III 3 2' DIAMETER STRUCTURAL FOR ROOF 51IEAI I ZING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0'ON EACH SIDE OF THE ROOF PEAK.THE W-O"PERIMETER J STEEL COLUMN BURIED IN EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. _ _ _ __- -__ _ II 2"X G"ACQ SILL PLATE 1 POURED OVERTERMITESHIELD = R _ CEILING SHEATHING __ _ __ _ _ _ __ _ _ _ _ _ _ _ ____ _ _ _ _ _ CONCRETE FOOTING 5 GYPSUM WALLBOARD 5d COOLERS 7"EDGE/I O"FIELD OVER SILL SEAL, t6 L ----- -- - - I 4" PLYWOOD SUBFLOOR PROVIDE SIMPSON C520 Ir- WALL SHEATHING STRUCTURAL PANELS 8d 4'EDGE 70NF-I G"O/C-G'AT PANEL EDGES AND 12-AT 2"X 10"ACQ F.J. @ I G"O.C. INTERMEDIATE SUPPORTS IN THE PANEL FIELD 8d INTERIOR ZONE-I G'O/C-G'AT PANEL EDGES AND 12'AT o 3- 2"X 10"ACQ GIRDER 8" DIAMETER ANCHOR BOLTS INTERMEDIATE5UPPORTS IN THE PANEL FIELD m W/ 7" MIN. DEPTH @ 48"O.C. FIBERBOARD PANELS 7/1 G' Gd 3'EDGE/G'FIELD 25/32" 8d 3"EDGE/G"FIELD 2"X i O" ACQ LEDGER BOLTED 8"LAB 8 CONCRETE BLOCK W/ MIN. 3"X3"x8"WASHER @ PLATE — GYPSUM WALLBOARD 5d COOLERS 7"EDGE/I O"FIELD �i N 8d W EDGE ZONE-I G'o/C-G•AT PANEL EDGES AND 12-AT TH RU BLOCKS WITH 5Ii „IEDGERLO PIER TO 24"X 24"X 12" 8" CONCRETE BLOCK HARDBOARD INTERMEDIATESUPPORTS IN THE PANEL FIELD SCREWS @ I G" O.C.; HANG F.J. POURED CONCRETE FOOTING W N -- --- ---------------"----- ----- ---- --- FOUNDATION WALL W/ 8d INTERIOR 70NF-I G"O/G-G"AT PANEL EDGE5 AND 1 2'AT FROM LEDGER WITH 5IMP50N HU "All �� „ W INTERMEDIATE SUPPORTS IN THE PANEL FIELD S E CT I O N A I -4 X 8 d. FTG.; PROV. lU (`() SERIES CONNECTORS,TYP.ALL 2-#4 REBAR IN FOOTING z FLOOR SHEATHING _ ___ _ _ __ ___ STRUCTURAL PANELS-I'OR LE55 8d G"EDGE/12 FIELD SCALE: " I '-0'i (TYPICAL ALL AREAS) V • Nailing requirements are based on wall sheathing nailed G inches O.C.at the panel edge. If wall sheathing is nailed 3 inches O.G.at the panel edge to obtain 4 Z higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the LU load path. When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-I Gd nail per foot. GENERAL NOTES: 0 } Corrosion resistant I I gage roofi nails and I G a e staples are rmitted,check IBC for additional requirements. Z FRAMING NOTES: U • The Information on this set of construction documents is to relate basic design Intent and framing details. They are Intended as a construction aid,not as a J All lb t b Douglas F N substitute for generallyacre ted good buddm practice and are in compliance with • lumber Is o e ougas m#2 or better at I G"on center DESIGN LOAD CALCULATIONS TABLE R3 O I .6 current New York State build mg codes. The general contractor is responsible for L providing standard construction details and procedures to ensure a professionally • All wood framing in contact with concrete or masonry Is to be pressure treated. 'ACQ'designation = y finished,structurally sound ancd weatherproof completed product. refers to current arsenic-free treated wood standards and shall take the place of'CCA' ALLOWABLE DEFLECTION O F STRUCTURAL RAL M EM EBERS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADSOb5f) General contractor to coordinate all subcontractors,scheduling of work and O • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include O EXTERIOR BALCONIES GO STRUCTURAL MEMBER ALLOWABLE DEFLECTION interaction between trades. squash blocking web stiffeners at bearing points on girders and other load bearing areas O DECKS 40 Rafters havincj slopes cyeater L/180 • The contractor is responsibie for ensuring that all work and construction meets m ATTICS WITHOUT STORAGE 30 or exceeds current federal,state and local codes,ordinances and regulations,etc. Structural Steel ASTM A3G- FY=3G KSI than 3/1 2 with no finished ci lhn These codes are to be considlered as part of the specifications for this budding plan. xO bolts,All straps,connectors,plates, Halls,etc.are to be galvarnzed. Designated connectors,straps, ATTICS WITH STORAGE 40 attached to rafters � If in the course of construiction,a condition exists which disagrees with that as etc.on these drawings are my by Simpson unless otherwise indicated. All connectors,straps,etc.are to be O ROOMS(OTHER THAN SLEEPING ROOMS) 40 Interior wails artitlons H/1 80 Indicated on these drawings,the contractor shall stop work and notify the designer nailed bolted in accordance with the manufacture s specifications. 0 E the engmeer immediately. Should he fail to follow this procedure and continue work, SLEEPING ROOMS 30 Floors t plastered ci lim s 1,/3GO he shall assume all responsibihity and liability arising therefrom. All floor sheathing is to be 4"AC type plywood,tongue 8 groove and shall be glued and screwed to All other structural memebers LI240 • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. the floorjoests(G"o.c.edges E 12"o.c.field) CRITERIA FOR CALCULATION OF DEAD LOAD Exterior walls with plaster or H/3 GO • The designer has not been engaged for construction supervision and assumes no • Solid blocking is to be installed every 8'-0'max,or mid span of all floorjl with spans exceeding ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. responsibility for construction coordinating with these plans,nor resronsebihtyfor 8'-a'. Blockmg is to be installed at all point load beanng poll stucco finish construction means,methods, techniques,sequences or proceedures or for saftey ARCH ITECTU RAL G RAPH IC STAN DARDS precautions and programs in connection with the work indicated. There are no • Install double Joists under all partitions runs parallel Exterior walls- wind loads with L/240 warranties for a specific use expressed or implied in the use of these plans. brittle finishes Contractor to provide hardwired smoke detectors,with battery back up,and with All exterior wall headers to be as Indicated on floor plans d sedaons and all interior U SNOW no intervening switches,on all floors and in each bedroom.Verify with local code headers are to b 2-2"x 8"unless otherwise rwwiseise noted. All headers exceeding 5'-0"shall have a double GROUND SNOW LOAD 45 Ibs. Exterior walls- wind loads with U 1 20 requirements as per Section R317 New York State Residential Constrvciton Code. Jack stud with a single king stud B on exterior walls provide double sill plate(typical). flexible, finishes Install carbon monoxide detecttors as per code. • Provide insulation baffles at eave vents between rafters and soffit vents as indicated FOUNDATION NOTES: on plate U1 SEISMIC Lo DESIGN CATEGORY 15 General contractor to review plans,elevations and details to determine Exterior flashing is to be adequately installed at all connections between roofs,walls, W ALTERNATIVE FOR OPENING PROTECTION intended heights of finished floor above typical grade. chimneys,projections and penetrations as required by approved constrcbon prachces. - -- - -- _--_ D MAXI- MUM- PANEL SPAN OF 8'-O"------ ---- -----_ ------ • Footings shall bear on iundisturbed soil within bearing capacity of 1.5 tons/sq.ft, FLOOR PLAN NOTES: ---, m WIND WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND � � SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS • Concrete shall be FC=3,500 PSI @ 28 d� Dimensions shall take s• precedent over scale drawl Q '^ WIND SPEED 120 mph SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. P � �DO NOT SCALE DRAWINGS 0 v 1 EXP05U RE CATEGORY 113 (REFERTO SECTION I GO9.1.4 AND 1 G09.G.5 AND TABLE I GO9.1.4) - - • Concrete on 4"sand oir gravel fill minimum,with GxG- I O/10 welded wire mesh • All interior walls to be covered with 2'gysrusm board with metal corner reinforcing.All reinforcement. Interior slabs to be placed on G mil.stabilized polyethylene vapor drywall Products,including gypsum board,screw,joint compound,tapes It tnm shall be U.S. ( \ O TABLE I GO9. I .4 - barrier. Welded wire mesh is to be placed in the top third of the slab and is to be Gypsum Co.or approved equal. All joints shall recieve 3 coats ofjoint treatment.Sand final \� -_------_--_-- ---- -- ------------ _-------- _ ------ --___-------_--- - __------_ — -"---- adequately supported b recast concrete bar supports to assure that the reinforcement 3 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS q y su PP y P pp coat to a uniform smooth surface.All walls,ceiling and interior of closets to be taped and z CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA is held In position during concrete placement and finishing. coat 3 coats,ready for paint. `f Z WEATHERING SEVERE FASTENER SPACING(INCHES) • Isolation joints are to be installed between the slab and the walls.Use reformed J f• Insulation ratings and installation locations as Indicated on floor plans ffi sections z FROST LINE DEPTH 3'-0" PANEL SPAN<2' 2'-0"<PANEL 4'-0"<PANEL G'-0"<PANEL joint filler that is to be cut 1/2"below the slab surface and the resulting joint is to be filled FASTENER TYPE O" SPAN<4'-0" SPAN<G'-O" SPAN<8'-0" with an elastomenc joint sealant. • Walls common to garage and house to have a layer of e'fire rated gypsum board at j TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE garage side with 5'-0'return on adjacent walls S ceiling. Provide 2 layers of 8'fire rated 2 1/2"#G WOOD 5CREW5 I G I G 12 9 • General contractor to imstall cop-r-tex(or copper)sheet metal termite shedds (� WINTER DESIGN TEMP. I I gyl"sum board on all engineered lumber as required by manufacturer specifications 11 , between all wood surfaces than are exposed to concrete or masonry surfaces. Qr» ar LLJ ICE SH IELD UNDER- AS PER MANUFACTURER'S 2 1/2"#8 WOOD SCREWS I G I G I G 12 • All bath€kitchen area walls and cedmgs adjacent to wet areas to have water resistant V Y Q --_ -- - E Dampproof exterior of foundation wall with a bituminous coating;Foundation LAYMENT REQUIRED SPECIFICATIONS/STATE CODE excavation is not to be backfilPed prior to the installation of the floor framing. drywall,and provide wonderboard for all areas set to receive tile. FLOOD HAZARDS A.THISTABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF - HEIGHT OF 33'-D"OR LESS - ELECTRICAL NOTE5: 1 B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE ' - - - •ATTACHED UTILIZING All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include a �4 VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL _ _ _ pp - - - -- installation of fixtures E specifications as indicated on plans. U ht fixtures to be supplied y - l CAPACITY OF 490 LBS. p P g pp � ' PAGE: owner and installed by contractor. GFI outlets required at bathrooms and extenor areas.Install r all outlets as per code. All work is to be done in strict accordance with the New York State Code N by a licensed electrician. All new switches E outlets to be Levltion,standard,supplied*Installed 0582� by contractor. Contractor to do all hook-ups as required for bathrooms. Z 0 14"X IIZ" LVL RIDGEWI ~ 51Mf 50N C520 CONNECTOR U w = z � Q FL :�i w \�0G. 27) o z GAF 30 YEAR ARCHITECTURAL @ 0 ASPHALT ROOF SHINGLES WI 15# ��. FELT OVER 4" CDX PLYWOOD WITH 0 z } z � N w ICE * WEATHERSHEILD @ PEMM EP5 �� J t-VALLEYS __ Z _-.- U C) I-- N o O U 2"X 10" C.JJC.T. @ I G"O.G. FASCIA EXPOSED 0 z RAFTER TAIL5,TYPICAL ® HE ALL LOCATIONS U z o J w 0 ATTIC a E) � o m 2"X 4" STUD WALL @ o r o I G" O.C., 8' CDX PLYWD. 19 N SHEATH I NG W/'TYVEK'WRAP; 2"X 8"ACQ LEDGER BOLTED 51DING AS PEROWNER 12 TO HOUSE IFRAME WITH 5" 2k6 I G "LEDGERLOK"SCREWS @ I G"O.C.; W o 4" PLYWOOD 5UBFLOOR @ hFp HANG PORCH RAFTERS FROM LEDGER PROVIDE 5IMP50N OC WITH 51MP50N L5U2G HANGER CS I G STRAPPING WI 40 92' C.J. @ I G"O.G. BEADBOARID CEILING ON 0 UNDERSIDE OF RAFTERS --� 3- 2"X 10" H EADER w/ 4"X 10" H EADER ❑ iQ 51MP50N C520 STRAPPING STRUCTUPAL BRACKET @ 2"X G"ACQ SILL PLATE STORAGE SHED ATTACHED TO FRAME t _ OVER TERMITE SHIELD � ro � HEADER, LC)CATIONS AS OVER 51LL SEAL; PER FLOOR PIANS F— w � O X X PROVIDE 51MP50N C520 W/ LPT4 CONNECTORS m BREAK FOUNDATION WALL AT DOOR LOCATIONS — r /„ N !J� 1ST 4" P.CONC. SLAB ON b W (V COMPACTED FILL WITH W W W.W.M. G X G/ I O X 10 I m GAUGE WIRE J _ (L z U 14" LVL RIDGE W/ Z Z SECTION IIBII 51MP50N C520 CONNECTOR O LU � z SCALE: 4' = I'-O" �/ z I I Z' LVL RIDGE U 12 51 \61 O G. 12 4�'4 V 5 2"X 10" R.R. @ I G"O.C. _ Gil \ q GENERAL NOTES: ———2° FRAMING NOTES: 2"X 10" C.J./C.T. @ I G"O.C. \ OUTLINE OF WALL PLATE N O • The information on this set of construction documents s to relate bast design — CD intent and framing details. They are intended as a mnstr tion ad,act as a substitute for generally accepted good building practice and are m compliance with • All lumber is to be Douglas fir kit or better at 16"on center current New York State building codes. The general mrt—tor is responsible for 2- 2"X 8" HEADER,; o providing standard construction details and procedures to eroure,a profes—raly • All wood framing in contact with concrete or masonry s to be pressure treated. 'ACQ'd-3mton finished,structurally sound and weatherproof complet d product. refers to current arsernc-free treated wood standards and shall take the place of'CCA' PROVIDE S I M PSON CS 200 5TRAPPING • General contractor to coordinate all subcontractors,sehedulUg of work and . All TJI's are to be installed.accordance with the manufacturer's speaficabons and shall include interaction between trades. squash blocking web stiffeners at bearing points on girders and other bad bearng areas 2"X G" STUD FRAME N 2"X 4"STUD WALL @ • The contractor is responsible for ensuring that all work and construction meets . Structural Steel ASTM A36- FY=36 Y� WALL O.C., � or exceeds current federal,state and local codes,ordinances and regulations,etc. r These codes are to be considered as part of the speafcabons for this building plan. USE 51MP50N H U SERIES n 1 H ATH I 8' CDX YVEK • All straps,connectors,plates,bolts,nails,etc.are to be galvarazed. Desgrcded comedors,straps, SHEATHING W/'TYVEK'WRAP; If in the course of construction,a condition exists which clic r es with that as etc.on these drawugs are my by Smmpson unless otherwise and—ted. All connectors,straps,etc.are to be CONNECTOR TO CEI U NG ' In, on these drawugs,the contractor shall stop work aid nobythe designer mile4(bolted in accordance with the manufadunces specfications. SIDING AS PER OWNER E the engineer immedratey. Should he fail to follow this procedure and corhrue work, JOISTS @ FLU5H GIRDER ' o he shall assume all respo— ilrty and whIrly ars"g therefrom. • All floor sheathe s to be�"AC a plywood.to € roove and shall be hied and screwed to rig e type pyw ngue g 9 DOOR HEADER 2- I G" LVL FLUSH TO N • Dimensions take precedent over scale-DO NOT SCALE DRAWING5. the floor joists(6"c.c.edges€12"o.c.filld) TOP, DROP PARTIALLY WI 80 1 18' • The designer has not been engaged for construction supenvsron and assumes ro • Solid blocking 15 to be mstalled every 6-0"max.or mid span of all floorjoists with spans exceeding p @ 1 G" O.C. I I resporeibdty,for construction coordinating with these plans,nor responsiMlty for 8'-O". Blocking is to be.stalled at all pout bad bcanng points. WI 40 92' G.J. @ I G"O.C. I I 3- 14"X 92" LVL HEADER construction means,methods,techniques,sequences or proceedures or for saftey OVER 10'-0"X 10'-0"SPLIT �g precautions and programs m connection with the work udcated.There are no • Install double joists under all partitions nmrnrg parallel warranties for a sr—fic use expressed or implied in the use ofthese glare. (I 3- I G" LVL FLUSH TO BOTTOM, I GLIDING DOOR r n^ All exterior wall headers to be 2-LVL's as indicated on floor plans,€sections and all"terror I I UPSET INTO WALL FRAME ABOVE I I �! Contractor to provide hardwired smoke detectors,with battery back up,aril with headcm are to be 2-2'x 8"unless otherwise noted. All headers exceeding 5'-(Y shall have a double 3- 1 4"X I 1 8" LVL HEADER, I I I no intervening switches,on all floom and in each bedroom.Verify with local code I I requirements as per 5ection R3 17 New York 5tate Resderdal Construcrton Code. jack stud with a single king stud€on exterior walls provide double sill plate(typical). JOISTS FLUSH TO TOP OF I I Install carbon monoxide detectors as per mile. HEADER • Provide insulation baffles at cave vents between rafters aril soffit verks as indicated 12"X G" STUD WALL @ 1 FOUNDATION NOTES: on plans o ii I Cu O.C., B" CDX PLYWD. J cry U _ SHEATH 1 NG W/ 'IYVEK'WRAP" U General contractor to review plans,elevations and details to determine Exterior flashing is to be adequately installed at all connections between roofs,walls, I I I II GARAGE SPACE 51DING AS PEROWNER - vit—led haghts of fi—hed floor above typical grade. chimneys,projections and penetrations as required by approved constrdion practices. roe I1 II m � II • Footings shall bear on undisturbed soil within bearng rapacity of 1.5 torrarsq.ft. FLOOR PLAN NOTES: I -Y • Concrete shall be FC=3,500 P51 @ 28 days • Dlmenslons shall take precedent over scale dr—",,DO NOT 5CALE DRAWING5 I 2"X G"ACQ 51 LL PLATE r l I OVER TERM U O } l 4" P.CONC. SLAB ON II Z q) • Concrete on 4"sand or gravel fill minimum,with 6x6-I O/I O welded wire mesh . All interior walls to be covered with "gyspusm board with metal comer remforarg.All I I OVER S1 LL 5EAL; /\ \) remforcemertt. Interior slabs to be placed on 6 minl.stabil—I poyethylene vapor drywall products,mcluding gypsum board,screw,joint compound,tapes€tnm shall be U.5. I COM PACTED FI LL WITH I I v Z barrier. welded mm mesh s to be placed.the top third of the slab and s to be Gypsum Co.or approved equal. All joints shall reeve 3 males ofjoUt treatment.Sand final I adequatelyre supported by precast concrete bar supports to assure thal,the reUdoroement coat to a uniform smooth surface.All walls,ceiling and inter—of closets to be taped and _ W.W.M. G P / I O X I O PROVIDE CS 20 is held in position during concrete placement and fi—h,N spackled,3 coats,ready for paint. GAUGE WIRE E W/ LPT4 COONNNEECTGTORS z o d-� Isolation joints are to be installed between the slab and the walk.Use preformed • Insulation ratings and installation locations as indicated on floor plans it sections �— joUt filler that is to be cut I/2"below the slab surface and the resulting joint is to be filled with an elastomeric joint sealant. • walls common to garage and house to have a layer of a fire rated gypsum board at O • General contractor to install cop-r-tex(or copper)sheet metal termite sheilds garage side with 5'-0"return on adjacent walls€—11N. Provide 2 layers of a'fire rated "NOTE.- CONCRETE SHALL BE b 8" DIAMETER ANCHOR @R BOLTS between all wood surfaces that are exposed to concrete or masonry surfaces. gypsum board on all engineered lumber as required by manufacturer speafcabom PC = 3,500 P51 @ 28 DAYS m U N EXCAVATED W/ 7" MIN. DEPTH H @ 48"O.C.1. • All bath€kitchen area wa16 and ceilings adjacent to wet areas to have water resstant FOOTINGS SHALL BEAR ON W/ MIN. 3"X3"x4'WASHER @ PLATE D • Damp proof exterior of foundation wall with a bituminous coabng;Fourdabon UNDISTURBED SOIL WITHIN N excavation is not to be backfilled prior to the metallatbon of the floor iramug. drywall,and provide wonderboard for all areas set to recieve tile. OF "1i y BEARING CAPACITY OF 1 8" CONCRETE BLOCK ELECTRICAL NOTES: 1 .5 TONS PER SQUARE FOOT ��0� FOUNDATION WALL W/ All electrical work to be BOARD include #4 REBAR IN FOOOTIN Or FIRE UNDERWRITERS approved aid to cfude / 1'-4"X 8" d. FTC.; TIN F installation of fixtures€speaficatiore as Indicated on plans. fight fixtures to be supplied by N G PAGE: owner and installed by contractor. GFI outlets required at bathrooms and exterior areas.Irstall (TYPICAL ALL AREAS) all outlets as per code. All work is to be done instrict accordance with the New York State Code ECT 10 N by a licensed electrician. All new switches E outlets to be LevRionn,standard,supplied€installed by contractor. Contractor to do all hook-ups as required for bathrooms. ( SCALE: 4' = I ,-On w 03822"" t��z� z O 14"X I I Z" LVL RIDGE W/ 51MP50N C520 CONNECTOR w N = z GAF 30 YEAR ARCHITECTURAL Q ASPHALT ROOF SHINIGLE5 W/ 15# 6- > 12 C,. FELT OVER 4" CDX PLYWOOD WITH � o 51 6"0 ICE *WEATHER SHEILD @ PERIMETERS p #VALLEYS � O o" Lu oL O o W U U z N O - STORAGE 5IMP50N H7 N z N Q Ln z CONNECTOR 14"X 118 LVL RIDGE W/ — 1— 51MP50 C520 CONNECTOR N O 2"X 4"STUD WALL @ U z 12 Lu I G" O.C., f�' CDX PLYWD. 101 U Q 4" PLYWOOD 5UBFLOOR SHEATHING W/'TYVEK'WRAP; G _ SIDING AS PEROWNER cJ� WI 80 1 18' C.J. @ 1 G" O.C. @�� 0 N PROVIDE 51MP50N CS 1 G STRAPPING �p 51MPSON H7 2Lu 4" PLYWOOD 5UBFLOOP, CONNECTOR o p WI 40 92' C.J. @ I G"O.C. (L 3- 2 X 1 O H EADER wl 5IMP50N C520 5TPvAPPING 6p FASCIA* E)(PO5EDRAF _ 0 o GARAGE SPACE ALL LOCAAITIONN S TYPICALJ o ALL LOCA 2"X G"STUD WALL @! Q I G" O.G., 8 CDX PLYVVD. b LL_ °9 SHEATHING W/TYVEK WRAP; I 2"X G."STUD WALL @ J M C° 2 X G ARM SILL PLATE I G" O.C., 5i CDX PL L p p SIDING A5 PER OWNER OVER TERMITE SHIELD e � � OVER SILL SEAL; SHEATHING W/TYVEK P; p PROVIDE 51MP50N C520 51DING AS PER OWNS i O II 4" POURED CONCRETE SLAB W/ LPT4 CONNECTORS 4" POURED CONCRETE SLAB LL 8' DIAMETER ANCHOR BOLTS b W/ 7" MIN. DEPTH @ 48"O.C. o " UNEXCAVATED W/ MIN. 3'X3"x2' WASHER @ PLATE UNEXCAVATED N 8" CONCRETE BLOCK W N FOUNDATION WALL W/ Lu LU m P-4"X 8" d. FTG.; PROV. (L Z �o `�' 2-#4 REDAR IN FOOTING — SEC I ION IIDII (TYPICAL ALLAREA5) 5ECYION IIEII Z Z SCALE: 4" = I '-OII SCALE: 4" = I'-O" Z LL.J O V z U z O � S RAFTER RAFTER NOTCHED RAFTER O RIDGE RIDE RAFTER TOP PLATE TOP PLATE O WALL STUD 0 WALL STUD O Q_ TYPICAL RIDGE TO RAFTER 5TRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION 2ND.FLOOR WALL STUD KING STUDS WOOD JOIST WOOD JOIST 2ND.FLOOR PLATE CRIPPLE STUD ( 1 5UBFLOOR v BLOCKING JOIST HANGER RIM BOARD HEADER GIRDER/HEADER I ST.FLOOR TOP PLATES JACK STUDS WOOD GIRDER WOOD J0I5T1-k C9 I ST FLOOR WALL STUD WIND RESISTANT CONSTRUCTION CONNECTORS WITH W z L JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH TH GIRDER/HEADER TYPICAL HEADER CONNECTION CONNECTION LOCATION: PART NUMBER: NOTES: F— TYPICAL MULTISTORY CONNECTIONS ' RIDGE-TO-RAFTERS L5TA24 APPLY TO EACH PAIR OF RAFTERS WALL STUD METAL HOLD- RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER • BOTTOM PLATE Z � STRAP SUB FLOOR 38-16d SINKER APPLY TO EACH RAFTER L WALL STUD DOUBLE JOIST NABS AS PER 3- O CF STUD (USE WITH SPTH4 CONNECTOR) U O } Bor oM PLATE 15T.FLOOR WALL STUD Cfl RAFTER-TO-PLATE KT 1 5 BATHTUB MANUFACTURER @ OP,NER TYP. DOUBLE JOIST p a" 274'SILL I ST.FLOOR PLATE PLATE5UBH,OOR PLATE-TO-WALL STUD 5PTH4 APPLY TO EACH WALL STUD z U z DOUBLE JOIST FOR NOWMARING WALLS RIM BOARD RJM J015T T1P. 2ND. FLOOR WALL-TO-I ST. FLOOR WALL KLFTA OR MSTA3G APPLY TO EACH WALL STUD DOUBLE SILL PLATE r„ DBL.SILL PLATE Z Z DOUBLE JOIST FOR UNDERA BATHTUB ANCHOR BOLT (1)#.4 REBAR IN HEADER-TO-JACKSTUD L5TA12 APPLY TO EACH JACK STUD U( FOUNDATION WALL SHEAR CONE-MIN. PROVIDE 1/2'5PACIN6 FOUNDGTI CRIPPLE STUD-TO-HEADER RT3 OR KT7 APPLY TO EACH CRIPPLE STUD BETWEEN THE END 5TUD 30'MIN. FOUNDATION AMC)THE 2 OTHER STUDS REBAR LENGTH WALL TYP. FOR ALLOWING coNNEcrcERNERsuD 1/2•MIN. SHEAR WALL HOLDDOWN ANCHOR AD55 APPLY TO EACH 51DEWALL END W SILL GASKET HOLODOWN INSTALLATION TO TRANSFER SHEAR I5T.FLOOR TO FOUNDATION CONNECTIONS FROM CORNER ® ` FASTEN wTTH(2>16d WRAP UNDER DOUBLE SILL PLATE N, o TERMITE SHIELD COMMON NAIL5@ 0O.C. METAL MOLD-DOWN/UPLIFT ANCHOR I ST. FLOOR UNDER-SILL PLATE MSTA3G OR RS I G-R _ DBL.SILL PLATES (TO OVERLAP JOINTS) ® SIDEWALL ENDWALL (USE WITH 3" SQUARE WASNERS) FOUNDATION WALL USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. SHEAR WALL CORNER CONNECTION FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. r" PAGE: SILL PLATES TO FOUNDATION ANCHORING 1 , 1 CONSTRUCTION DETAILS t WIND LOAD PATH CONNECTION DETAILS /� ��822� t�a© NOT TO SCALE ZssIdTa �v I I 1+