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HomeMy WebLinkAbout40766-Z 9 Town of Southold 12/17/2018 P.O. Box 1179 -4* „ 53095 Main Rd L .o? Southold,New York 11971 m CERTIFICATE OF OCCUPANCY No: 40096 Date: 12/17/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2690 Highland Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.-8-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/26/2016 pursuant to which Building Permit No. 40766 dated 6/9/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH COVERED FRONT PORCH, COVERED REAR ENTRY, ATTACHED GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to McDowell Jr,George of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0046 04-25-2018 ELECTRICAL CERTIFICATE NO. 40766 02-08-2018 PLUMBERS CERTIFICATION DATED 05-23-2018 Nke Bug A tho d Signature rr� TOWN OF SOUTHOLD BUILDING DEPARTMENT *,Vgb TOWN CLERK'S OFFICE '$ SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40766 Date: 6/9/2016 Permission is hereby granted to: McDowell Jr , George PO BOX 326 Laurel, NY 11948 To: construct new single-family dwelling as applied for per SCHD. At premises located at: 2690 Highland Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.-8-25 Pursuant to application dated 5/26/2016 and approved by the Building Inspector. To expire on 12/9/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,137.20 CO -NEW DWELLING $50.00 Total: $2,187.20 d In ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 / Date. New Construction: V - Old or Pre-existing Building: (check one) Location of Property: t "MAO House No. Skreet _ Ha et Owner or Owners of Property: aeom e— Mc-DDwe.g Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. qo7�t-::" Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ _T � _4 7 L' Applicant Signature oF so�ryQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 roger.richert(W-town.southold.ny.us Southold,NY 11971-0959 Q CoUNTY,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: George McDowell Address: 2690 Highland Road city Cutchogue st: New York zip: 11935 Building Permit#- 40766 Section: 102 Block. 8 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: T Best Electric License No: 49446-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 45 Ceiling Fixtures 19 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 11 Wall Fixtures 5 Smoke Detectors 7 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 31 CO Detectors 3 Sub Panel A/C Blower Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances OW Dryer Recpt 20A Emergency FixtureTime Clocks Disconnect 200A Switches 5Q Twist Lock Exit Fixtures TVSS Other Equipment: 5- Paddle Fans, 3- Bath Fans, 1- Range Hood, 6- Under Cabinet Lights, 7- ARC Fault Circuit Breakers. Notes: r _ Inspector Signature: Date: February 8, 2018 0-Cert Electrical Compliance Form.xls pF SOplyo� Town Hall-Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G� • �Q Southold,NY 11971-0959 D EUED Y M BUILDING DEPARTMENT D TOWN OF SOUTHOLD N O V 2018 BUILDING DEFT. TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. —1 p Owner: L (Please print) Plumber: LA-0 9- t-)Cl L (Ple'alie print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lum rs Signature) Sworn to before me this a 3 MELAME V BROWN Notary public,State of New Ybck No.01BR4908712 day of 20 low Pied in Suffolk County Comm ission Expires October 19„_.x. S✓1 Notary Public, 4�--C­ounty � �,I JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 F" . - vr�--, Date: November 5 2018 D r` To: George McDowell DEC 1 3 ^';'s 2690 Highland Rd. Cutchogue, NY 11935 Permit#40766 TOWN OF SOIL:: •: -D Re: Plumbing Inspection To Whom It May Concern: This letter certifies that a plumbing inspection was performed at the above mentioned dwelling and all plumbing was installed correctly and meets all state and local codes. A pressure test was also performed on the entire system. Any questions feel free to call. inc ely, 10 C, s J D erkoski P.E. D, r _w �OFESS\O J Of SOUjy�� 4o� couKn, 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: DATE r� INSPECTOR SOUIyOIo �yc0UNf1,� i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE /S/f� _ INSPECTOR Or SOF SOUIy # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIO,,/N�� [ ] FRAMING / STRAPPING [ FINAL Alf! [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RERKS: rw61� M0m- y c,E, SuvvX PS44 ( 66h✓ DATE INSPECTOR a JAA� JAMES J. DEERKOSKI P.E. P 260Deer Drive D Mattituck, NY 11952 NAY - 7 2018 (631) 774 7355 Date: February 22, 2018 $u1j..11N% TOWN OF sounOLID To: Mcdowell 2690 Highland Rd. Cutchogue, NY 11935 Re: Construction Inspections To Whom It May Concern: This letter certifies that foundation, damp proof, framing, strapping, insulation, and fire caulking inspections were performed at the above mentioned property at the time of construction and all work was installed as per plan and according to all state and local codes at the time of construction. Any uestions feel free to call. of NEW Y DEE '0 * 4w 0s� * in rely, 5 r w LU James eerkoski P.E. SFO �°• 72`' �� AROFESS • ••w i v � WWI_ h, i w op ri W TA UR �r�•!!zY t�f, i;• �0 1�t�9 er ' • a •• TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECK BUILDING DEPARTMENT Do you have or need the following,before apply TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 -- Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved q 20 Mail to: Disapproved a/c Phone: G O�5 - Expiration ,20 D [ECEVE Bu nspector D 1dAY 2 6 2016 rLICATION FOR EUILDING rERMIT Date a 6 , 20� BUMDING DEPT. INSTRUCTIONS a. TWa�plRaFtio�iIST beOLD completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant o ame, if a corporation) So l C,I,&/.A)� i t 9 yV (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0 wne,-- Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number S4eet V .. Hamlet . County Tax Map No. 1000 Section 'l Q Z B1dck� Lot LS sion Filed Map No. Lot dung use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy / 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 19 q� id C9C7 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. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front /--I w r Depth Height Number of ri 8. Dimensions of entire new construction: Front Rear 'Pepth Height Number of Stories ' `' =+ '� 9. Size of lot: Front 2 0 9. Q Rear 209 . 9q / Depth I In to iI:V.01C 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 X" 13. Will lot be re-graded? YES NO )t/Will excess fill be removed from premises? YES NO >"' 14. Names of Owner of premises Cmgft& t4 skddress RDA"30 Phone NoA011 YSS' �.� 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 * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, 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 ) ... r 4e 1 J'R. being duly sworn, deposes and says that(s)he is the applicant (Na of individual signing contract)above named, (S)He is the 3 LUY)'0- I(— (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 o before me thi (1 ay of 20tce 10P-� /-f. YN M.RUDDER ✓ Q of New Y �` Notary Public No.OIRU6020932 Signature o Applicant Qual�ed in Suffolk County Commission ExW"March 8. +, r �+ APPLICANT: S.C.T.M. : 1000 ,� C 236 (property owner,Design Professional,Agent Contractor,Other) " - o0 102 8 25 Stormwater Management o troll an . E"K NAME. George McDowell, Jr. Section Block Lot S M C P -Plan Requirements Provide ONE copy of the Building Permit Application. �"­ 631— Date * The applicant must provide a Complete Explanation and/or Reason for not providing 298-8078 all Information that has been Required by the follov$Mii DEff. �naturt Tom^°"°N1tl"� 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any [tem, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper a. Location& Description of Property Boundaries b. Total Site Acreage. Shall c. nc u e ut not a Imite o: Existing- Natural& Man Made Features within 500 L.F. A Well maintained Construction Entrance, of the Site Boundary as required by§236-1702). Wire Backed Silt Fencing, stabilization & d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. • ,: J and. e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum 2 Intervals) Flat Topography. Spot Elev. shown g. Location of all existing& proposed structures, roads, driveways,sidewalks,drainage improvements&utilities. F Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). Foundation cut to be fnov o —si. e k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). No cone. was o perms see note m. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2")inch V, DRAINAGE IN5P CTIONS ARE REQUIRED rainfall/storm evcnt. Contact TOS Enrtineerinit at 765-1560 before 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: thiat the drainage We-been Installs-d- to QXW_ a. Erosion&Sediment Controls. b. Construction Entrance& Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) _ j FOR ENGINE G DEPAR T USE ONLY I Additional Information is Required. I Reviewed& Stormwater Management Control Plan is Not Complete. I ! I — — — — — — — — — — — — — — — — — — — — — — — I j I Approved By: IStormwater Management Control Plan is Complete. ,® SMCP has been approved by the Engineering Department.; Date: FORM * SWCP Check List-TOS MAY 2014 Scott A. Russell ,�d°S '� S'7C'01[�MWA\'7C']E]R .- SUPERVISOR �} G 1\�1[]ENT ©2 I��J[A\1�A\GlE SOUTHOLD TOWN HALL-P.O.Box 1179 l� 53095 Main Road-SOUTHOLD,NEW YORK 11971 ,�} Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET MAY 2 6 2016 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWIN(r. (CHECK ALL THAT APPLY) Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. adC• Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑d D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑Q� E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wttEyour Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. *: 1000 Date District George McDowell, Jr. 102 8 25 5'- 2- NAME: (o �b 01 � Section Block L.ot (631) 298-8078 ,j FOR BUILDING DEPARTMENT USE ONLY`* Contact Information n f� rrA�r:.mwa �J-4NIIt-� Reviewed By: - - - - - - - - - - - - - - - - � i 5a i j I — Property Address/Location of Construction Work: Date: j� — — — — — — — — — — — — — — — — Approved for processing Building Permit. 2690 Highland Road i i ❑ tormwater Management Control Plan Not Required. Cutchogue, Southold Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) 'F ORM * SMCP-TOS MAY 2014 / G T& Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road ���rr(631)7 P.O.Box 1179 r�ler.rlCilBrt�![oWn,l� �ny US Soedhold,NX 11971.0959 5? ;L BUR DING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 1 �'�-Q-S S ( Date: Company Name: �-- s T - GTS 1 G Name: License No.: H '1 y 6 — Address: 3 9 w e"/i's 5 hone No.: S JOBSITE INFORMATION: (*Indicates required information) *Name: &co C q L " C 1�� UJ e_ *Address: �O9 1� l G c it 43S *Cross Street: ck, k *Phone No.: (d 31_,<S5_ 3 ' Permit No.. _ Tax-Map District: 1000 Section: ^ Bim: Lot: �- *BRIEF DESCRIPTION OF WORK(Please Print Cleady) Li nsip.�- �S_CU I C- (Please Circle AN That Apply) *Is job ready f'or kmpecfion: S NO Rough in Final *Do-you need a Temp Certificate: YE NO Temp Information(ff needed) Service Size: has 3Phase 100 150 CL2OO 4;�r 0dw *New Service: umber of Meters t: Additional Information: PAYMENT DUE WITH APPLICATION v S 1 B24hgted for InAM&M Fom „kri�;�� Pia� �"�;'a -� 'd .:�•�a���. `�,y ..- . :^. ,. .r ` 4 D�eBlfl }`.DEPQt�tTMENT W `ES , UTHOLD O.,86k 117$ii Southend,NY 11971-0959 e`031 /65 1$d2 ax(WIyI65-95p2 Date iq IX& 120 i e Temporary Certificate . , '` N fiani oi.5ervic�':,.' 1.,:"Reconnect Existing Service �myv.', m.; ,--6C .'a•i'” .c i"� / a[�i j j '�y�'�°�V L/M"�:�sf..r . _ms's:. "' :":i�.'i ,b'r. `�/. � �y�f/.� ✓ ([/ �/(j�j Lie Reference`; .:}Kjx�Iic �oni '8�et±tifi3a11. erviee equipment is on-fite with the Town of Southold.On applicant's notification ^'ttiifi" insaiatioisi �plettie tvinm wid conduct a`premises inspection of the service equipment. n�is '�wat,ihe above date. ">'�+: ++;�•^tea}' � ���^ Town HaH hex 41 Telephone(63,11)763-1802 54375 Main Road t0 (631}SC P.O.Box 1179trOQer.fiiteft(Q) 79 G &mffiold,NSC 11971-0959 ' 1�/. �O Wn. nY uS ? —`�Y111 ss� i BUII.DING DEPA,RTMEW TOWN OF SOUTHOLD I APPLICATION FOR ELECTRICAL INSPECTION i REQUESTED BY: -7-ko 5 Q e.S Date: g t Company Name: -7- �v T Name: License No.: rP ddress: 3qhone No.: 61 13 1 - 833- / 3 -?2 JOBSITE INFORMATION: (*Indicates required information) *Name: rkcb Caw C.(._.,L. *Address: a.E, p 1 Lp` C TCr *Cross Street: ���- `Phone No.: Permit No.: Tax-Map District: 1000 Section: a Block: Lot T7 — *BRIEF DESCRIPTION OF WORK(Please Print Clearly) � C (Please Circle All That Apply) *Is Job ready for inspection: (�NO ounce Final *Do-you need a Temp Certificate: YES Temp Information(If needed) *Service Size: 1 Phase 313hase 100 150 200 300 350 40o Other *New Service: Re-connect Underground Number of Meters Change of Service plead Additional Information: PAYMENT DUE WITH APPLICATION OP ct1 � B2-Request for inspection Form f i aa . • • • i • F�� YOUNG &YOUNG Telephone (631) 727-2303 400 Ostrander Avenue Facsimile (631) 727-0144 Riverhead, New York 11901 admin@youngengineering.com HOWARD W. YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer DOUGLAS ADAMS, Professional Engineer ROBERT C. TAST,Architect May 18, 2016 Mr. George McDowell P.O. Box 326 Laurel, NY 11948 RE: GEORGE MCDOWELL at Cutchogue, Town of Southold (16-0024) Dear Mr. McDowell: Enclosed are six (6)prints of the Stormwater Management Control Plan, dated May 17, 2016, together with the completed Chapter 236—Stormwater Management Work Sheet, for your use. Very truly yours JPO.-04- . l� Howard W. Young HWY/dc Encl. planning Engmeenng Land Surveying pF SO!/ryol 0 Town Hall Annex 411 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G.c� • Southold,NY 11971-0959 Q �yOUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD October 31, 2018 George McDowell, Jr. P.O. Box 326 Laurel, New York 11948 RE: 2690 Highland Road, Cutchogue Certification letter required for rough plumbing. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or engineer BUILDING PERMIT: 40766-Z new dwelling ' (T)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72DO OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EKISTNC STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES(D)COPIES OF MS SURVEY NAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL N07 BE CONSIDERED TO BE A VALID TRUE COPY.(4)CQUIFICf TION ti i R.NICATF,P HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (S)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)t CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. SITE DATA \ F nO p" 400 Ostrander Avenue,Riverhead,New York 11901 AREA = 40,011 50. FT. \` tel.651.1212303 fax.651.121.0144 #SUBDIVISION- 'HIGHLAND ESTATES'FILED IN THE OFFICE OF THE �•� admtnOyovngenglneering.L:om CLERK OF SUFFOLK COUNTY ON APR.26,1911 AS FILE NO.6551. Coo M♦ (� *6ROS FLOOR AREA ■ 2,1111 50.FT N �1 • VERTICAL DATUM - NA.V.DATUM(1988) �i� eJ d !J c h Howard W Young,Land 5LA^veyor HIGHEST EXPECTEDW GROUNDWATER ELEVATION ■ 5.0 1 p 6 O S s1, Thomas G.Wolpert,Professional Engineer '579 Douglas E.Adorns,Professional Engineer 3 C Robert G.Tact,Architect • Ow \yam °,` � \ �y>%O, W Lot 28 ��� y HEALTH DEPARTMENT USE sil�\ Q ;'Y o � S�,RV9CES M r' • .?sr ^ S ERP,91T FOP �� T• T r, � .-UC-!0N F01'.A �I Lq �•Q� O ` X09 DAY23 � R1o. 1401wq _ AP 0VZ cl � \ alb � �ate• J'>e, os�g v" :� ,��.• ,*- - - - _.._._�,.. ...._,.......__.`�. \ + ® Y EX RES THREE 4''Er,i:S F �is..i'% : ?:�;�s�PA?0�,'AL a, \ ?/ PROPOSED s 9d \ L \ \ + S�1� �o ry` SURVEYOR'S CERTIFICATION e .•.�— /i/ mr7 0 O�I� v a Tj 11?11 E HOWARD W YOUNFs,N. No. \ 099 gyp, 1`G ���wr SURVEY FOR N \ N GEORGE MaDONELL, JR. \ +� LOT 28 "HIGHLAND ESTATES" of Cutchogue, Town of Southold Suffolk County, New York TEST HOLE �,►"� ,, C's WILDIN& PERMIT PLOT PLAN FROM FILED MAP 0.01 4 r \ 1+ O County TAx Map Dla.roT 1000 section 102 Block 08 Loi 25 AU& 51 2015 LOAM 4 Y/1: \ EMAP PREPARED IELD SLRVEY � SEPT.OI,2015 CLAY `►/� \ Record of Revisions 4.0' �Y �J�� RECORD OF REVISIONS DATE ADDED EN III QIN6 PERMIT DATA MAR 14,1QI 6AND 4 RAVEL In ��V 12.0' r `1 �+ O AS v 50 O 100 F Sp�' 0 IT. ale: I" = 50' 51, JM NO. "z---)q,24H DWG.20 5-0105—bp4 MAY U 2 2016 I OF 4 = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET A= STAKE FOUND ;'.�I�},CO. HEALI H SERVICES N_ C�;=FlCE DF�'J6�ST EI;1AT ER MCT, 5T HOLE w FROM PILED MAP 344 00 0.01 LOAM t CLAY �(1 ^\ oo$�� 90 Y O 4.0' j` V0 j�\O`' �\ \wry </ �$�` 4�O 5ARC b J�Oa eJ� Qd' -oz 1!;'n, � Lot 28 34.11 c9oE �enS GRAVEL r\a 4, .1\ \\�C� 91 q W Z 10 o >'e •i J� +3398 .@�. 7 Svp�Jp_ R s U PROP05ED Po o a o SANITARY �6 �> o`' 14 c 7 SYSTEM ^ `'' e, "� 28.6 > �g 33.19 \ +32.1 1 0 28.18 \ +2H.'i'I ,T ���`�� X30, ry�m EROSION &SEDIMEN Shall include but not 1 lyz 4 A'well maintained Co' \ �j o°$ /Z/32.e°�\ +32.H4 Wire Packed Slit Fenc � A J SD �?�p �� w��\ Seeding of exposed a \ ON \� Q rL '�' ,"y/�� DRAINAGE INSPECTiC Y \ 2a6J+ 2920 + 2.49 2.71 (/ 0�. O-N Contact TOS Engineeri Backfill, OR Provide Er \Q �wr .c 4' that the drainage has 9.°15 o 00NST1%4TI0NIN \ �4 Z W o R K. I a1 -Crow f� +30.bb APPROVAL OF STORM' r' .((� \ ti$o�s8 CONTROL DPW. �Ust 1"� \ \ �S 91 QS; Date: Approv : v \� o -r pwKj JAC& 14 IAI A orz � N CAST IRON FRAME 8 COVER x-41 .51' 011 CAMPBELL FOUNDRY, PAT. NO Rr2q 24 0 100'7G OR APPROVED EQUAL. N 3 0 M O O I N O N O R eU e 00 009 U4�00009 EX15 GRO DRAINAGE PIPE z GA57 IRON FRAME d COVER CAMPBELL FOUNDRY, PAT NO I00-70 OR APPROVED EQUAL. E v F1 PRECAST DOME AS o MF6 BY SUFFOLK GEMENT N OR APPROVED EQUAL. 06 r E> � 6f 4 r .3 O J 5TORMNATER MANAGEMENT NOTES DRAINAGE oung6�ow PIPE n n I. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PRECAST STORM UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED. DRAIN RINGS AS MFG FOLLOWING PERMANENT STABILIZATION, ADJACENT AREAS SHALL BY SUFFOLK GEMENT BE GLEANED OF 501L AND DEBRIS AND PROXIMAL DRAINAGE OR APPROVED EQUAL. SYSTEM SHALL BE GLEANED AND FLUSHED AS NECESSARY. p® 2. PROPER MAINTENANCE OF EROSION CONTROL MEASURES 15 TO =130BE PERFORMED BASED ON PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES ARE TO ®O® INCLUDE, BUT ARE NOT LIMITED TO. GLEANING OF LEACHING POOL, 5- AND GLEAN I NG/REPAI RE OF SILT FENCING. 5. CONCRETE WA5H-OUT OF READY-MIX TRUCKS 15 NOT PERMITED q AT THIS PROPERTY. J a LEACHING POOL DETAIL (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXIS71NG STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MM NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR YMOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W)G SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. SITE DATA \ 400 Ostrander Avenue,Riverhead,New YoNc 11901 tel.631.121.2303 fax.631.129.0144 AREA a 40,011 SQ. FT. \ admineyoungengineering com =SUBDIVISION- "HIGHLAND ESTATES. FILED IN THE OFFICE OF THE he CLERK OF SUFFOLK COUNTY ON APR.26,1471 AS FILE NO.658?. 0 �T /� = VERTICAL DATUM = N.A.V.DATUM(1488) 1� e Howard W.Young,Land Surveyor g9O �Di.'��, Thomas C.Wolpert,Professional Engineer 3 Douglas E.Adams,Professional Engineer ry%\o���,�pg �o�' �s @yet,soh ow Robert G.Tost,Architect \� k? ` Lot 28 eyIr I aim= \� f!` Subdivision - '0 t' - c .1' \ "HI hland Estates" C .tv-;:::i;;_._; .�. •.,�. EJWORKS FOR M :T S f A!�-UY RESOENCE , \ ��k''�� D e .V3.Ref. No. A s�nage di�pcs-i znd:.,ter su;.piy faciGi�e,at this"cc�±o have been -ro't►. i CH.ed ant'at cert.ed by Viis Oepartirent or cthcr 3C;^:IIi:9 s and found to �,yp �s• ' R' � tx i afistactowy FOR A MAXIMUM QF �_ BEDROOttr& "s "\ off'' •� �'•�• ���� \ 0,%O^ 035.8 \aQ ' \\ Office Of WBSI@ih'2tt?l Management \ �'' \ �� ® ��, 3�ry � �' \�� \ SURVEYOR'S CERTIFICATION 3.7 \ // GFL •� I Bej, •Ye HEREBY CERTIFY TO G E O R G E M V1YE L L,..J R. THIS SURVEY YVAS PREPARED IN AG -011tqfr"yNfT}+THE GODS ti v Y9 PRACTICE FOR LAND SURVEYS AD BY T T-NEW*01;Uk STATE ASSOCIATION OF PROFESSIONAL LAND' �EYDRS. \yy< rp HOYVARD W.YOUNG,N.Y.S.L.S.NO.45849 \ ��/ �� \O �rdc \ 90. 01 \ SURVEY FOR N SANITARY MEASUREMENTS \ \ � GEORGE MC-PONELL, JR. \ D q g LOT 28 II HIGHLAND ESTATES"\ MAY - 7 2018 ` /,_ \ .�5 at Gutohogue, Town of Southold ST Ib' 23.5' \ gs q Suffolk County, Naw York LP 34' FINAL SURVEY TOWWOWSMMOW 4 "\rtiti County Tax Map D18tFl�t 1000 sN:Nale" 102 elock 08 Lot 25 ` \ FIELD SURVEY COMPLETED AUS.91,2015 y` MAP PREPARED SEPT.OI,2015 Record of Revisions RECORD OF REVISIONS DATE ` ���, ADDED BIIILDINb PERMIT DATA MAR. 14�2016 y FINAL 5118\/EY FEB.D5.2018 � 0 U 0r's AS'BS H \ 50 O 25 50 100 Scale: I" = 50' 4.e� '51' JOB NO.2016-0024 �q 24 DWS.2015_0109_fs L:j O = MONUMENT SET ■a MONUMENT FOUND A= STAKE SET A= STAKE FOUND d APP,)RQIVED AS NOTED PLUMBER CERTIFICATION DATE: �.p.# ON LEAD CONTENT BEFORE FEE: BY: CERTIFICATE OF OCCUPANCY NOTIF BUILDING Dr-PART AT SOLDER USED IN &ITF..R 765-1802 8 AM TO 4 rPM FOR THE SUPPLY SYSTEPO CANNOT FOLLOW;NG INSPECTIONS: EXCEED 2/10 OF 1 io LEA D. 1. FOUNDATION - T,iu REQUIRED FOR POURED PLUMBING C,;:,; ,RE7E 2. ROUGH - FRAMING & PLUMBING ALL PLUMBING WASTE 3. INSULATION &WATER LINES NEED 4. FINAL COP.ST;i!,'T'ON MUST 7ft-TING BEFORE COVERIW BE CnMPI.FiE — ' O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OP THE CODES OF NEW DRAINAGE INSPECTIONS ARE REQUIRED YORK STATE. NOT RESPONSIBLE FOR Contact TOS Engineering at 765-1560 before DESIGN OR CONSTRUCTION ERRORS. Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. COMPLY WITH ALL CODES OF DO NOT PROCEED WITH NEW YORK STATE & TOWN CODES FRAk,*,!;` r3 ^,T.� SURVEY AS REQUIRED AND CONDITIONS OF OF FOUN-7, T,�,N LOCATION HAS Bkciv r%iJrRCVED. -01.9.TM p6wee-Ra TRUSS PLACARDING AEGUIRED � ' s OCCUPANCY OR ' USE IS UNLAWFUL New York State Law WITHOUT CERTIFICATE You Must rail 811 OF OCCUPANCY Before You Dig ELECTRICAL INSPECTION REQUIRED 1ZREScheck Software Version 4.6.2 Compliance Certificate Project proposed colonial Energy Code 2010 New York Energy Conservation Location. Suffolk County, New York Construction Type Single-family Project Type New Construction Conditioned Floor Area 0 ft2 Glazing Area 10% Climate Zone 4 (5750 HDD) Permit Date Permit Number Construction Site: Owner/Agent: Designer/Contractor- 2690 Highland Road McDowell Robert Higgins Cutchogue, NY Robert Higgins Architect 50 Hidden Acres path Wading River, NY 11792 631-208-3351 rarchibob@aol com Compliance 5.6%Better Than Code Maximum UA 464 Your UA, 438 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont. Perimeter Floor 1 All-Wood Joist/Truss Over Unconditioned Space 1,571 30 0 00 0 033 52 Wall 1 Wood Frame, 16"o c 2,848 13 0 00 0 082 203 Window 1 Wood Frame Double Pane with Low-E 295 0 330 97 Door 1 Solid 76 0 400 30 Ceiling 1 Flat Ceiling or Scissor Truss 1,490 30 0 00 0 035 52 Ceiling 2 Cathedral Ceiling 120 30 0 00 0 034 4 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application The proposed buildin s been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4 6. a d t comply with the mandatory requirements listed in the REScheck Inspection Checklist Robert Higgins Architect March 9, 2016 Name-Title Signature Date Project Title- proposed colonial Report date- 03/09/16 Data filename C \Users�Admin\Documents\COPY D 1104\custom homes\McDowell\McDowell rck Page 1 of 1 GENE RAL NOTES GENERAL FLASHING AND CAULKING NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE 2010 NEW YORK STATE FIRE PREVENTION AND BUILDING CODE EFFECTIVE DECEMBER 28,2010;WITH INCLUDES BUT NOT LIMITED PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH SOIL OR CONCRETE,PROVIDE HIDDEN LEAD COATED COPPER FLASHING WHERE TOPS TO THE FOLLOWING: 2010 RESIDENTIAL CODE OF NYS, 2010 BUILDING CODE OF NYS,2010-PLUMBING CODE, FIRE CODE,MECHANICAL CODE,FUEL GAS CODE, OF ROOFS MEET VERTICAL SURFACES.PROVIDE LEAD COATED COPPER STEP FLASHING AROUND ALL CHIMNEYS,SKYLIGHTS AND WHERE SIDES OF ROOF MEET N a i I i ng Schedule for Lateral and Shear EXISTING BUILDING CODE AND PROPERTY MAINTAINED CODE OF NEW YORK STATE. ALL CODES SHALL SUPERCEDE TH DRAWINGS AND SHALL BE INCORPORATED INTO THE VERTICAL SURFACES.ALL METAL FLASHING SHALL EXTEND UP VERTICALLY A MINIMUMI OF 4"FROM THE ROOF UNLESS NOTED OTHERWISE,FLASH ALL ROOFS PLANS WHETHER THEY ARE INDICATED ON THE PLANS OR NOT. AS PER MANUFACTURERS SPECIFICATIONS.PROVIDE LEAD COATED COPPER DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA/RAKE BOARDS AND Connection requirements THE REFERENCE STANDARD UTILIZED:AMERICAN FOREST&PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION OVER ALL WINDOWS,DOORS AND OPENING OR THEIR TRIMS.PROVIDE SOLDERED METAL PANS UNDER ALL EXTERIOR DOORS.ALL FLASHING IS LEAD COATED COPPER. PRESCRIPTIVE AND ENGINEERED METHODS. THE SPECIFICATIONS,TABLES AND DETAILS SHALL BE PART OF THE DRAWINGS WHETHER THEY ARE INDICATED ON THE PLANS OR NOT. GENERAL WALL BOARD NOTES BASED ON TABLE 3.1 OF THE WFCM 2001 EDITION ACCEPTANCE AND/OR USE OF THESE DOCUMENTS BY THE OWNER IS ACKNOWLEDGEMENT BY THE OWNER THAT THE DOCUMENTS ARE BASIC IN NATURE,AND HE OR HIS CONTRACTORS HAVE THE EXPERTISE AND EXPERIENCE TO PREFORM ALL OF THE WORK AS INDICATED.THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM DESIGN PROVIDE 1/2"GYP.WALL BOARD TO ALL WALLS AND CEILING UNLESS NOTED OTHERWISE.PROVIDE 5/8"MOISTURE RESISTANT GYPSUM WALL BOARD AT ALL BATHROOMS SERVICES FOR ANY MECHANICAL,ELECTRICAL,PLUMBING,AND SANITARY SYSTEMS. AND 5/8"CEMENT BOARD IN ALL WET AREAS. ALL GYPSUM WALL BOARD SHALL RECEIVE ONE COAT OF TAPE AND THREE COATS OF SPACKLE MINIMUM.ALL WALLS, CEILINGS,DECKS,AND LEDGES TO DESCRIPTION NUMBER OF NAIL SPACING IT IS THE SOLE RESPONSIBILITY OF THE USER OF THESE DOCUMENTS TO OBTAIN ALL THE VALID PERMITS FROM ALL AGENCIES HAVING JURISDICTION,PRIOR RECEIVE TILE OR STONE SHALL BE SET ON 5/8"CEMENT BOARD. COMMON NAILS O TO STARTING ANY WORK. PROVIDE ONE LAYER OF APPROVED 5/8"FIRE RATED GYPSUM WALLBOARD AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT PRODUCING THE ARCHITECT IS NOT RESPONSIBLE FOR WORK PERFORMED IN ASSOCIATION WITH THESE DOCUMENTS UNLESS THE OWNER HAS OBTAINED ALL PERMITS FROM ALL EQUIPMENT.PROVIDE ONE LAYER OF APPROVED 5/8"FIRE RATED GYPSUM WALL BOARD AT ALL INTERIOR HOUSE WALLS COMMON TO GARAGES.PROVIDE ONE LAYER OF , COUNTY STATE AND FEDERAL AUTHORITIES(INCLUDING,BUT NOT LIMITED TO,BUILDING PERMIT,HISTORIC DISTRICT 5/8"APPROVED FIRE RATED GYPSUM WALL BOARD OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN BASEMENTS.TO EXTEND 36 INCHES PAST ROOF FRAMING AUTHORITIES HAVING JURISDICTION INCLUDING TOWN, L PERMIT,PERMIT,PLANING AND ZONING APPROVAL,TOWN AND STATE ENVIRONMENTAL APPROVALS,AND SUFFOLK COUNTY DEPARTMENT OF HEALTH SANITARY DISPOSAL ALL HEAT PRODUCING EQUIPMENT. RAFTER TO TOP PLATE(TOE NAILED) 4-8D EACH RAFTER THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM SERVICES FOR THE CONSTRUCTION PHASE OF THIS PROJECT.THE ARCHITECT IS NOT RESPONSIBLE FOR ANY GENERAL STAIR NOTE CHANGES IN THE WORK NOT IN CONFORMANCE WITH THE DOCUMENTS UNLESS DIRECTED BY THE ARCHITECT IN CERTIFIED WRITTEN AND/OR DRAWN FORM, ♦J PERMIT.) ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE RESPONSIBILITY OF THE STAIR CONTRACTOR.ALL STAIRS SHALL BE IN ACCORDANCE CEILING JOISTS TO TOP PLATE(TOE NAILED) 4-8D EACH JOIST WITH R.314 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.ALL RISERS ARE CLOSED UNLESS NOTED OTHERWISE.MINIMUM HEADROOM AT STAIRS IS V-8"AS PER CEILING JOISTS TO PARALLEL RAFTERS(FACE NIALED) 5-16D EACH LAP ALL PLUMBING,MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO THE 2010 PLUMBING CODE,MECHANICAL CODE AND FUEL GAS CODE OF NEW YORK STATE AND ALL R311 OF THE RESIDENTIAL CODE OF NEW YORK STATE. LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING JURISDICTION.ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED AND INSURED PLUMBING MAX.RISER-8" CEILING JOISTS LAP OVER PARTITIONS(FACE NAILED) 5-16D EACH LAP CONTRACTOR, MIN. TREAD 9"-W/0 NOSE MIN. NOSE-314" COLLAR TIES TO EACH RAFTER(FACE NAILED) 4-8D EACH TIE ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED BY LOCAL AND STATE GOVERNMENT. /r MAX. NOSE-11/4" W ALL ELECTRICAL WORK SHALL CONFORM TO THE 2010 RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING MAX. NOSE RADIUS-9/16" ALL BE PERFORMED BY A LICENSED AND INSURED ELECTRICIAN CONTRACTOR. BLOCKING TO RAFTER(TOE NAILED) 3-8D EACH END —0 Z JURISDICTION.ALL ELECTRICAL WORK SH GENERAL HANDRAIL AND GUARD NOTES RIM BOARD TO RAFTER(END NAILED) 2-16D EACH END ICU ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED IN THE DRAWINGS,VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BEFORE THE START ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND GUARDS SHAILL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR.ALL HANDRAILS AND RAFTERS TO(CRIDGE,VALLEY OR HIP(TOE NAILED) 4-16D EACH RAFTER C: O OF THE WORK,DO NOT SCALE THE DRAWINGS FOR DIMENSIONS. GUARDS SHALL BE IN ACCORDANCE WITH R.311 AND R.312 OF THE 2010 RESIDENTIAL ODE OF NEW YORK STATE.MAX.4"CLEAR BETWEEN VERTICAL BALUSTRADE.TOP THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE WORK. OF ALL RAILS 36"ABOVE ADJACENT FINISH FLOOR. PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING TWO OR MORtE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 18"OR HIGHER RAFTERS TO RIDGE,VALLEY OR HIP(FACE NAILED) 3-16D EACH RAFTER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO ALL MATERIALS,MECHANICAL,ELECTRICAL,PLUMBING,FINISHES,HEIGHTS,ALIGNMENT AND O DIMENSIONS UNLESS INDICATED OTHERWISE. GENERAL GLAZING NOTES WALL FRAMINGCn �0 ■ ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE MANUFACTURERS SPECIFICATIONS ALL EXTERIOR GLAZED OPENINGS IN THE 110 MPH THREE SECOND GUST WIND REGION WITHIN ONE MILE OF TIDAL MEAN HIGH WATER LINES AND IN ALL AREAS OF THE 120 AND THE INDUSTRIES BEST PRACTICES,ALL MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. MPH THREE SECOND GUST WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996 AND OF ASTM E 1886 AND R301 OF THE 2010 TOP PLATE TO TOP PLATE(FACE NAILED) 2-16D NOTE 1 PER FOOT RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE BY EXCEPTION ITO 301.2.12. ALL CONSTRUCTION SHALL BE LEVEL,PLUMB AND TRUE UNLESS INDICATED OTHERWISE.ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS SHOWN UNLESS ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. TOP PLATE AT INTERSECTIONS(FACE NAILED) 4-16D JOIST-EACH SIDE INDICATED OTHERWISE. GENERAL EMERGENCY ESCAPE AND RESCUE NOTE STUD TO STUD(FACE NAILED) 2-16D 24"ON CENTER THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,PROCEDURES,SHORING,BRACING,PROTECTION,OF LIFE AND PROPERTY OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND HE IS NOT RESPONSIBLE FOR THE CONTRACTORS FAILURE TO PERFORM BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM TO BE PROVIDED WIITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE REQUIREMENTS HEADER TO HEADER(FACE NAILED) 16D 16"O.C. ALONG EDGES THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATION.THE ARCHITECT IS NOT RESPONSIBLE FOR ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR OF R310 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.CLEAR OPENING SHALIL BE NO MORE THAN 44"ABOVE FINISHED FLOOR,5.7 SQ.FT. MIN.CLEAR OPENING,24" ANY OH HIS SUBCONTRACTORS OR ANY PERSONS PERFORMING THE WORK, MIN.CLEAR OPENING HEIGHT AND 20"MIN.CLEAR OPENING WIDTH.GRADE FLOOR OPENINGS SHALL HAVE A MIN.CLEAR OPENING OF 5.0 SQ.FT. TOP AND BOTTOM PLATE TO STUD 2-16D(max.wall ht; 10') EACH STUD THE ARCHITECT HAS NOT BEEN RETAINED AND IS NOT RESPONSIBLE FOR THE OBSERVATION OF THE WORK UNLESS SPECIFICALLY AGREED TO IN WRITING BY THE GENERAL SWIMMING POOL,HOT TUB AND SPA BARRIER NOTES y_ ARCHITECT AND USER OF THESE DOCUMENTS. TOP AND BOTTOM PLATE TO STUD 3-16D(wall ht; 10'to 20') EACH STUD ■ ALL SWIMMING POOLS,HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER APPENDIX G OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.PROVIDE = O ALL CONSTRUCTION INCLUDING ALL HVAC.,PLUMBING,ELECTRICAL AND SPECIAL SYSTEM SHALL MEET THE REQU EMENTS OF THE 2010 NEW YORK STATE ENERGY CODE APPROVED PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS REQUIRED, BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-16D NOTE 1 PER FOOT AND THE REQUIREMENTS OF THE RES CHECK REPORT OF THESE DRAWINGS. Q GENERAL LIGHT,VENTILATION AND HEATING NOTES DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET 8-16D THE DESIGN OF ALL HVAC,PLUMBING,ELECTRICAL SYSTEMS,SITE WORK,SANITARY SYSTEMS AND SWIMMING POOLS,ELEVATORS AND ALL OTHER WORK AS NOTED IS THE O OF END JOISTS,FACE NAILED IN LAPPED AREA Q SOLE RESPONSIBILITY OF THE USER OF THESE DOCUMENTS AND HIS CONTRACTORS UNLESS SPECIFICALLY NOTED OTHERWISE.THE USER OF THESE DOCUMENTS SHALL BE PROVIDE LIGHT,VENTILATION AND HEAT AS PER R303 OF THE 2010 RESIDENTIAL CODE:OF NEW YORK STATE. WALL SHEATHING ATTACHMENT REQUIREMENTS RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL HVAC,PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. CONTINUOUS HEADER TO STUD(TOE NAILED) 4-8D BASED ON TABLE 3.11 OF THE 2001 EDITION ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER. PRE-FAB FIREPLACES AND CHIMNEYS MUST MEET CHAPTER 10 OF THE 2010 RESIDENYIAL CODE OF NEW YORK STATE. (0 O PRE-FAB CHIMNEYS AND VENTS MUST MEET CHAPTER 18 of THE 2010 RESIDENTIAL CODE of NEW YORK STATE. Maximum Nail spacing for Sd common nails CONTINUOUS HEADER To STUD(TWO PIECES) `16d 16" o.c. along each edge GENERAL EXCAVATION AND BACKFILLING NOTES BUILT UP CORNER STUDS 16d 24"ON CENTER N EXCAVATE ALL AREAS AS INDICATED IN THE DRAWINGS.ALL EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED ACHIEVING CLEAN UNDISTURBED VIRGIN SOIL WITH 3 -second gust wind speed @ 120(MPH) BUILT UP GIRDERS AND BEAMS, STABLE MOISTURE CONTENT AND NON-SIHIFTING AND NON-SHRINKING SOIL CHARACTERISTICS.THE ARCHITECT HAS PREPARED THE DRAWING AND SPECIFICATIONS WITH AN 16d ASSUMED DESIGN BEARING CAPACITY OF ONE TON PER SQUARE FOOT.IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING 2-INCH LUMBER LAYERS CAPACITY OF THE SOILS ENCOUNTERED IBY CONDUCTING TESTS BY AN APPROVED AGENCY AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER.THE STRUCTURAL SHEATHING Stud At panel At intermediate CONTRACTOR SHALL NOT START THE WORK WHERE TEST INDICATE SOIL BEARING VALUES LESS THAN ONE TON PER SQUARE FOOT.THE CONTRACTOR SHALL BE SEE NOTE A) Spacing edges edges in field "NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP RESPONSIBLE FOR THE NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM THE ROOF SHEATHING ATTACHMENT REQUIREMENTS AND BOTTOM AND STAGGER NAILS,2-NAILS AT EACH ARCHITECT. END AND AT EACH SPLICE BASED ON TABLE 3.10 OF THE 2001 WFCM EDITION INTERIOR ZONE 16"o.c. 6" 12" (n NO BACKFILL SHALL BE PERMITTED AGAINST CONCRETE FOUNDATION WALLS WITHOUT FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO PREVENT DAMAGE TO THE J WALLS.NO BACKFILL SHALL BE PERMITTED WITHIN A MINIMUM OF TWO WEEKS AFTER POURING.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL Maximum Nail spacing for 8d Deformed or 8d common nails 4-FOOT EDGE ZONE 16"o.c. s" 6" O CONCRETE WORK. Q N LOTS SHALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS. ALL DRAINAGE SHALL CONFORM TO RCNYS SECTION R401 SHEAR WALLS 16"o.c. 3" 6" FLOOR FRAMING r— THE GRADE SHALL FALL A MINIMUM OF INCHES WITHIN THE FIRST 10 FEET. 3 - second gust Wind Speed @ 120 (MPH) JOISTS TO SILL,TOP PLATE TO GIRDER(TOE NAILED) 4-8D EACH JOIST ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTING SHALL BE A MINIMUM OF THREE FEET BELOW FINISHED GRADE. !!^^ NOTE A: BRIDGING TO JOISTS(TOE NAILED) 2-81) EACH END v, REMOVE ALL SHRUBS,TREES AND PLANTINGS AS PER THE CLIENT.SLOPE ALL FINISHED GRADES FROM ALL CONSTRt ACTION AND PROVIDE FOR ON SITE DRAINAGE AS PER SHEATHING LOCATION Spacing At panel At intermediate wall sheathing within 4-feet of the corners, the 4 foot perimeter ALL LOCAL BUILDING REQUIREMENTS. r.' ed a zone attachment requirements shall be used. BLOCKING TO JOISTS(TOE NAILED) 2-8D EACH END (SEE NOTE A) edges edges in field g ID IN AREAS LIKELY TO HAVE EXPANSIVE,COMPRESSIBLE,SHIFTING OR OTHER UNKOWN SOIL CHARACTERISTICS,THE BQ1lLDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16D EACH BLOCK A SOIL TEST RO DETERMINE THE SOIL'S CHARACTERISTICS AT A PARTICULAR LOCATION. THE TEST SHALL BE MADE B'.iAN APPROVED AGENCY USING APPROVED METHODS. INTERIOR ZONE 12"o.c. 6" 12" for exterior panel siding, galvanized 10d box nails may be substituted W Q 16"o.c. 6" 12" W for the common nails LEDGER TO STRIP BEAM(FACE NAILED) 3-16D EACH JOIST � 1 GENERAL CONCRETE NOTES: JOIST ON LEDGER TC,BEAM(END NAILED) 3-8D EACH JOIST v ALL CONCRETE FOOTINGS,PIERS,FOUNDATION WALLS SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI 28 DAY TEST. EXCEPT EXPOSED SLABS PERIMETER EDGE ZONE 12"o.c. 6" 6" 24. Windows in buildings located in Wood-Borne debris regions (areas within- 7 16"o.c. 6" 6" Z hurricane prone regions within 1 mile of the coastal high water BAND JOIST To JOIST(END NAILED) 3-16D EACH JOIST Q GARAGE SLABS AND CONCRETE STEPS/STOOPS SHALL BE 3500 PSI @ 28 DAYS. NO ADDITIVES SHALL BE PERMITTED TO BE ADDED TO THE MIX:EXCEPT ALL CONCRETE SHALL BE AIR ENTRAINED.AIR CONTENT SHALL BE MORE THAN 5%AND NOT MORE THAN 7%OF THE line were the basic wind speed is 110 miles per hour greater z or 120 miles per hour as per figure R301.2(4) of the Nea w York State BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D NOTE 1 PER FOOT W z CONCRETE VOLUME. Fasteners for asphalt shingles shall be galvanized or stainless steel, Residential Building Code shall meet the requirements of the large J J O Z ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI 318 AND ASTM 1157. aluminum Or copper roofing nails, minimum 12 gage shank with a Missle test ASTM E 1996 and the ASTM E 1886 NOTE 1; NAILING REQUIREMENTS RE BASED ON WALL SG NAILED 6" ON-CENTER AT PANEL EDGES. :DQ 0 O ALL STEEL CONCRETE REINFORCEMENT SHALL BE NEW BILLET STEEL CONFORMING TO THE LATEST ASTM A-615. minimum 3/8" inch diameter head. the fasteners shall penetrate referenced therein. ALL FOOTINGS SHALL BEAR ON VIRGIN,UNDISTURBED SOIL WITH AN ASSUMED BEARING CAPACITY OF 2000 POUNDS PER SQUARE FOOT. Q ALL FOOTINGS SHALL BEA MINIMUM OF 36 INCHES BELOW FINAL GRADE. ALL STEP FOOTINGS SHALL NOT BE GREATER THAN 1 VERTICAL TO 2 HORIZONTAL through the roof sheathting and comply with ASTM F 1667 (values are nominal design 3-second gust wind speed in miles per hour) W W LL W Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site,the allowable bearing capacity shall be determined by a soils investigation. All asphalt Shingles Shall have Self-seal strips or be interlocking, A. EXCEPTION: DESCRIPTION NUMBER OF NAIL SPACING � '^ COMMON NAILS Z J v, and comply with ASTM D 225 or ASTM D 3462 Wood Structural panels with a minimum of thickness of 7/16 inch ( ) WI GENERAL GARAGE NOTES: and a maximum span of 8 feet shall be permitted for opening '^ r n CZL) ALL OPENINGS FROM THE GARAGE TO THE HOUSE,BASEMENT AND ATTICS ABOVE THE GARAGE SHALL BE PROVIDED WITH APPROVED 314 HOUR FIRE RATED FRAME AND For normal applications, asphalt shingles shall be secured to roof protection. Panels shall be precut to cover the glazed openings DECK CONSTRUCTION �/, �•/ co OPENING PROTECTIVE.ALL OPENING PROTECTIVES SHALL BE PROVIDED WITH APPROVED SELF CLOSERS.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF R309 OF with not less than six fasteners per strip. with attachment hardware provided In the table below. 3-10D THREADED NAILS OR THE 2010 RESIDENTIAL CODE OF THE STATE OF NEW YORK. Label all panels and store in a clean dry area of the house. DECK RIM JOIST TO END JOIST 3 #10 x 3"WOOD SCREWS EACH JOIST SLOPE ALL GARAGE FLOORS TO GARAGE DOOR OPENINGS.PROVIDE MINIMUM 4"VERTICAL STEP UP FROM GARAGE TO HOUSE AND BASEMENT. Attachments shall be provided in accordance with the table 1od THREADED NAILS @ 6"o.c. as fOIIOWS: WOOD DECKING TO TOP OF RIM JOIST #10 WOOD SCREWS 6"o.c. EACH JOIST GENERAL SMOKE AND CARBON MONOXIDE ALARM: NOTE A: For roof and wall sheathing within 4-feet of the peri meter POST TO BEAM 2-1/2"OR 5/8"DIA THRU-BOLTS/WASHERS AT EACH POST edge of the roof, include on each side of the roof!peak, B. Fastener Schedule for wood plywood panels PROVIDE SMOKE ALARM SYSTEMS AS PER R.3113 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.THE SYSTEM SHALL BE HARD WIRED AND INTERCONNECTED.ALL the 4-foot perimeter edge zone attachment requirements EQUIPMENT SHALL BE APPROVED,LISTED AND IN CONFORMITY WITH NFPA 72.SMOKE ALARMS SHALL BE PROVIDED AT ALL SLEEPING AREAS,IMMEDIATELY OUTSIDE OF TABLE R301.2.1.2 Lij 0 EACH SLEEPING AREA AND A MINIMUM OF ONE PER FLOOR INCLUDING ALL BASEMENTS AND CELLARS. shall be used. I— ALL SCREWS, BOLTS AND NAILS USE WITH PRESERVATIVE TREATED WOOD co I-_ PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM AS PER THE REQUIREMENT OF R313 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. Fastener Panel Span Panel Span Panel Span SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. o Z Type Less than or less than or less than or N U) equal to 4 feet equal to 6 feet equal to 8' ALL STRUCTURAL HANGERS, ANCHORS, ETC SHALL BE HOT-DIPPED GALVANIZED ti p Q GENERAL FRAMING NOTES: FLOOR SHEATHING ATTACHMENT REQUIREMENTS OR STAINLESS STEEL. = w w BASE DESIGN VALUE FOR VISUALLY GRADED DIMENSIONAL LUMBER:JOISTS,STUDS,RAFTERS AND ALL FRAMING LUMBER SHALL BE DOUG-FIR#2 OR BETTER. Shall be attached with a minimum of 8d common nails 4-1/2"#6 Wood 16 inches 12 inches 9 inches ALL FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITH Q E= 1.6,MIN Fb= 850 spaced at a minimum of 6-inches on center on < ILL! 0 panel edges and 12-inches on center in panel field. ALL EXTERIOR LUMBER SHALL BE ACQ REQUIRING THE FOLLOWING: Screw or 10d on center on center on center IN 300 FEET OF A SALTWATER SHORELINE SHALL BE STAINLESS STEEL GRADE 304 OR 316. a.) ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL IN ACCORDANCE WITH THE LATEST ASTM REQUIREMENTS. Neils b.) USE COPPER FLASHING ONLY AGAINST ACQ LUMBER SILL PLATES c.) ALL STRUCTURAL CONNECTORS,i.e.SIMPSON STRONG-TIE OR USP SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. CEILING SHEATHING ATTACHMENT REQUIREMENTS NOTE:STAINLESS STEEL SHALL BE USED WITH-IN ONE MILE OF WATER. 4-1/2"#8 Wood 16 inches 16 inches 12 inches ALL STRESS GRADE FRAMING MATERIAL AND PLYWOOD SHEATHING SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. Screws on center on center on center 5d cooler nails spaced 7" on edge and 10" in field v� ALL MANUFACTURED FRAMING MATERIAILS SHALL BE AS INDICATED IN THE DRAWING AND SPECIFICATIONS.ALL MANUFACTURED FRAMING MATERIALS SHALL BE INSTALLED IN a.This table Is based on 130 mph wind speeds and a 33-foot mean roof height. STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND GUIDELINES.ALL MANUFACTURED FRAMING MATERIAL SHALL BARE THE MARKINGS OF THE MANUFACTURE. b.Fasteners shall be installed at opposing ends of the wood structural panel. ALL PLYWOOD SHALL BE EXTERIOR GRADE(CDX)FIR UNLESS NOTED.ALL PLYWOOD SHEATHING AT ALL WALLS,FLOORS AND ROOFS SHALL BE INSTALLED Fasteners shall be located a minimum of 1 inch from the edge of the panel, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (' PERPENDICULAR TO THE FRAMING.ALL PLYWOOD USED FOR SUBFLOORS SHALL BE TONGUE AND GROOVE. INSTALL ALL PLYWOOD AT WALLS AS PER DETAILS,STAGGER C.Fasteners shall be long enough to penetrate through the exterior wall covering ALL PLYWOOD JOINTS MINIMUM 32"WHERE POSSIBLE. „ structural plywood into concrete block or concrete,and Into steel framing a minimum of 3 exposed threads.and a minimum of 11/4 inches Into wood wall framing and a minimum of 1-1/4 inches SUBJECT TO DAMAGE FROM Z DOUBLE FRAME ALL OPENINGS UNLESS(NOTED OTHERWISE,PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS UNLESS NOTED OTHERWISE. 1/2” Attached to GROUND WIND SIESMIC FROST ICE SHIELD ♦�//�� Fasteners shall be located a minimum of 21/2 inches from the edge of concrete block v SNOW SPEED DESIGN LINE UNDERLAYMENT FLOOD + or concrete. LOAD (MPH) CATAGORY WEATHERING DEPTH TERMITE W N PROVIDE BRACING AT ALL FLOORS AS PER MANUFACTURERS SPECIFICATIONS. Frame In accordance REQUIRED HAZARD PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL CONCENTRATED LOADS AS REQUIRED. with Table R301.2.1.2 d.Where screws are attached to masonry or masonry/stucco,they shall be attached MODERATE ti Residential code of using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 20 LBS 120 B SEVERE 3'-0" TO HEAVY YES NO PROVIDE HOT DIPPED GALVANIZED METAL CONNNECTORS,FASTENERS,AND FOUNDATION ANCHORS AS PER DETAILS UNLESS OTHERWISE NOTED. — NYS 490 pounds. SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND CEILINGS OVER ALL BEARING WALLS AND GIRDERS, cis TABLE R301.2(1) Residential Code of NEW YORK STATE � LLQ a SH RAMING CONNECTIONS AS REQUIRED FOR THEIR Z PROVIDE APPROVED HOT DIPPED GALVANIZED METAL CONNECTORS FOR ALL FRAMING CONNECTORS FOR ALL FLU F SIZE AND USE UNLESS NOTED OTHERWISE. WOOD HEADER SCHEDULE DESIGN LOAD INFORMATION � = a M REFER TO NAILING SCHEDULE PROVIDED. NAILING NOT INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH THE WINDOW UNIT NOMINAL LUMBER SIZE: SPANS: A. Ground Snow Load: 20 psf W a oho AF&PA 2001 WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO STORY FAMILY DWELLINGS. , B. Rooms other than sleeping: LL = 40psf, DL = 10psf m a c N ALL FRAMING EXPOSED TO WEATHER ANID/OR IN CONTRACT WITH CONCRETE,MASONRY,STONE OR IN GROUND SHALL BE APPROVED TREATED FORTY YEAR MATERIAL. (2)2X6 UP TO 3-0' _ N ALL CONNECTORS AND FASTENERS IN CONTACT WITH TREATED LUMBER SHALL BE STAINLESS STEEL. C. Sleeping Rooms: LL = 30psf, DL = 10psf Q co (2>2x8 3'-0"To s'-o^ D. Roof, no ceiling load: LL = 20 psf, DL = 10 psf �D A� � Q � � � r-LOOR DIAPHRAGM BRACING;BLOCKING;AND CONNECTION SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO E. Roof with cathedral Ceiling: LL = 20psf, DL = 15 psf J , 'AYS OF FRAMING AND SHALL BE SPACED AT A MAXIMUM OF 4 FEET ON CENTER.NAILING IN ACCORDANCE WITH NAILING SCHEDULE. (2)2X10 6'-0"TO 8'-0" g� p � p ` �. ENGINEERED LUMBER AND FLITCH PLATE BEAMS SHALL BE STORED AND INSTALLED IN STRICT CONFORMITY WITH THE MANUFACTURER'S SPECIFICATIONS. F.GDecks & Exterior Balconies: LL = 60psf, DL = 10psf (2)2x12 s'-o^TO 10'-0" G. Guardrails and Handrails: LL = 200psf OSTED AND CONCENTRATED LOADS SHALL BE POSTED AS NOTED AND IN NO CASE LESS THAN THE WIDTH OF THE STRUCTURAL MEMBER WHICH IT SUPPORTS H. Guardrail balusters and panel fillers: LL = 50psf * , POSTS SHALL BE 4X4(NOMINAL) p p � INT LOADS SHALL BE CONTINUOUS TO THE TOP OF ALL STEEL GIRDERS AND TOP OF CONCRETE FOUNDATION. 1 PLYWOOD STORM PANEL "SHUTTER" DETAILNOTE:ALL SIZES CALLED OUT ON ANY OF I. Attic without Storage: LL = 10psf, DL = 10psf i J. Attic with storage: LL = 20psf, DL = 10psf 'TURAL FRAMING MEMBERS SHALL BE PERMITTED TO BE CUT,DRILLED OR ALTERED WITH OUT THE WRITTEN APPROVAL OF THE ARCHITECT. THE FOLLOWING DRAWINGS WILL SUPERCEDE THIS SCHEDULE. K. Stairs; 40psf �, 0190A� yo NO SCALE (IN LIEU OF IMPACT RESISTANT GLASS UNITS) FOF NES `NOTE:USE(3)2x HEADERS AT ALL 2x67 EXTERIOR WALLS Refer to NYS code R301.5 for all Live Load foot notes fasten sheathing to header with 8d common or galvanized box nails in 3" grid pattern as ASTEN SHEATHING TO shown and 3" o.c. in all framing Simpson TOP OF PLATE HEADER WITH 8d COMMON ( studs, sills & blocking ) TYP H2A Stud To Rafter --- — - - — OR GALVANIZED BOX NAILS CONTINUOUS HEADER OVER FRAMING Connector IN 3"GRID PATTERN A5 SHOWN See Detail A & B this 20 ga metal strap WALL Typical Metal Strapping TOP PLAOTE STRAPPING ITO RAFTER " page WALL w/ 7 8d nails in 0 1/2 WOOD STRUCTURAL SEE SEPARATE DETAILS THIS PAGE PANEL WITH 8d NAILS @ 3"O.C. each end TYP. at Openings , CV ' � (2)ROWS ON EACH SIDE OF r Horizontally attachedL 5/8"0 THREADED ROD @ HDU5; VERTICAL SEGMENT ON ; • ; ; ; plywood sheathing WINDOWHDR THE PORTAL FRAME . . r ' 0 shall have Solid Blocking 4--il @ all Plywood Joints iv � (2)2 X STUDS fasten top plate L See plan for 20 ga metal strap to header with two kWOODI JOISTS @ 16"OC TOP OF SUBELOOR size OR use rows of 16D sinker solid post framing size with 14-8d nails nails @ 3" o.c. TYP U TOP OF PLATE 8d NAILS @ 3" VIIIIII 8d NAILS @ 6" see floor plans Minimum number of Jack O.C.EDGE IN FIELD IN PLYWOOD HEIGHT 16" min one story .. IN PLYWOOD 24 min. for use Studs as per WFCM table 3.22F. 1 ' For a panel splice Full Height stud requirements for o PLYWOOD SHEATHING EXTERIOR ** 1/2" thick wood in the first of U headers and window sills as per FACE; "GYPSUM BOARD INTERIOR DETAIL A continuous two story structures panel edges shall be WFCM table 3.23.0 and 3.23.D 2 blocked and occur .� SOLID BLOCKING 2x4 STUDS @ 16"o.c. structural panel within 24" of mid- sheathing. height. one row of Holdowns in accordance with @PLYWOOD JOINTS TRIPLE STUD MINIMUM Typ Sheathing to WFCM manual. Provide at all 4 framing nailing is •— 0 Building comers, between garage cit 0° required. If 2x4 (n door openings andas per foundation plan. Simpson HDU5 blocking is used, C_ .fir Nailing as per schedule. RIM JOIST SIMPSON HOLDOWN HDU8 TOP OF FOUNDATION each side of the 2x4's must be W garage openings nailed together OUNDA TYP 0 FTION/SILL CONST. see details this Typ. Anchor Bolt with 3-16d sinkers Sill Strapping See details on TYPICAL WALLTO _//W **WALL SHEATHING FOR EXTERIOR (SHEATHING- page U) this page. FOUNDATION STRAPPING SHEARWALLS SHALL BE CONTINUOUS FRONT SIDE) SEE DETAILS THIS PAGE SHEAR WALL LENGTH FROM BOTTOM PLATE THE UPPER 20 GA STRAP END PORTAL CENTER PORTAL END PORTAL 0 •�— TOP PLATE,WITH ALL PANEL EDGES W/7 8d NAILS 0 OVER FRAMING.BLOCKING SHALL BE IN EACH END TYPICAL ELEVATION TYPICAL SHEAR WALL DETAIL PROVIDED BETWEEN BAYS AT ALL WALL PANEL DETAILS BETWEEN PLYWOOD SEAMS ATTACHEMENTS WALL TO HEADER STRAPPING N.T.S. SHALL BE IN ACCORDANCE WITH DETAIL B GARAGE DOOR OPENINGS AND AT EACH CORNERS 0 N.T.S. WFCM MANUAL DWG-1 NOTES& OF THE GARAGE. NTS 1 2 DETAILS SHEETS � BACK SIDE Q O CEILING OR 0 DU5 HOEDOWNS FLOOR JOIST 1-1/4" gale. x 20 gage 2-16D NAILS @ 6 0 " DIRECTION W/5/8 AN BOLTS ENDWALL—� coil strapwith 5 8d common ( ) AT SHEARWALL SEGMENT 3-CORNER STUDS i CN nails in each end at each rafter. PROVIDE SOLID BLOCKING CONNECTED TO o 2"x4"CONTINUOUS z AT ALL CORNER SEAMS TRANSFER SHEAR' E o ENDWALL TYPICAL BOTH DIRECTIONS o c `�° LATERAL GRACIE AT 6'o.c. 2 LOAD o TRUSS OR CEILING JOIST A PROVIDE@STRUCTURAL RIDGES 2X6 MCA SILL c� 4 Ft Perimeter �, o a W AT SHEARWALL SEGMENT �� C m a� u, m A Floor and Ceiling JOISTS Each Rafter On Each side (GROUND CONTACT) 8d COMMON NAILS 6"oc IN FIELD 4 O.C. Zone Panel Field o..w E 2� v°, o`o 0 Nail spacing Nailing-See Nailing °- _•,_ 2 ° t GABLE END rn` c c 2-10d NAILS 8d COMMON NAILS 3"oc ON EDGES ` ° ° $ m T of Ridge to have a TYP CONC.FND.WALL 00¢ TYPICAL BOTH DIRECTIONS o ° BLOCKING Simpson LSU skewable hanger TYPICAL CORNER SEE SHEAR WALL DETAIL THIS PAGE Schedule Dwg-1 TYPICAL HOEDOWN PLAN m $ 2 °' w t ° CONSTRUCTION .91 c o� o $ � m� `o SEE DETAIL ABOVE 0 = DETAIL t'a� GARAGE M e w y ` a o 3 10-8d NAI TYPAT 4CAL8"OC LOCATIONS N.T.S. `� a Y ?U:9 SID i 9 Y DOOR CORNERS _ 2-BAYS IN OF HOLDOWN O N C O f0.— „ TYP.ANCHOR BOLT ° 3 t c c u 3 $jrD 5d COOLER NAILS AT 10"o.�. BLOCKING at 48 on center ----CORNER STUD g�a°i � o. 2"x4"BLOCK NAILED TO EACH , ° CONNECTED TO M a w a BRACE WITH 4-10d NAILS SECTION A - A ® TRANSFER SHEAR Less than Look Out Blocks L n o , `o � `o GYPSUM BOARD 2016d COMMON NAILS HDU5 HOLDOWNS g c" °c N 5d COOLER NAILS AT 7"o,c. ° ^ Or Equal o m = !3 c 0 c @ 6 oc VERTICAL q =w•-: c t E o a END WALL BLOCKING DETAIL Gable End Wall W/5/8"ANCHOR BOLTS y -p . 20 GAGE STRAP 2X STUDS 16"O.C. t0 12 � m M 2 it.0 4 Q ti C Z C a) O FOR FLOOR AND CEILING BRACING 10-8d NAILS 12"MAX MIN(3)2x CORNER STUDS °'a = c a) o m a) c O.E N d'� � V $� � END WALL STUDS WFCM 2001 3.3.5 ROOF DIAPHRAGM BRACING N.T.S. 81-0. Imo' $ co v F- o E a o a l'/FCM 2001 3.5.5 FLOOR DIAPHRAGM BRACING SHEAR WALL SEGMENT TYPICAL HOLDOWN SEE FOUNDATION PLAN RAKE OVERHANG LIMITS - LOOKOUT BLOCKS CEILING BRACE CCD- END WALL FOR 3 SECOND GUST WIND SPEEDS GREATER THAN 100 MPH,BLOCKING AND CONNECTIONS FOR MODEL NO. NTS SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS RAFTER TO RIDGE STRAP nn IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT A MAXIMUM OF TYPICAL HOLDOWN PLAN ZV NTS 4FEET ON CENTER.NAILING REQUIREMENTS PER NAILING SCHEDULE. NOTE:RIDGE STRAPS ARE NOT REQUIRED PLAN -AT CORNER HOLDOWN &SHEARWALL WHEN COLLAR TIES OF NOMINAL 2X6 OR 2X4 DETAIL BETWEEN GARAGE z (n 4 5 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE ARE LOCATED IN THE UPPER THIRD OF THE AT1rIC 7 SIMILAR @ 1ST AND 2ND FLOOR Q (� DOOR OPENINGS N.T.S. J_ THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. SPACE AND ATTACHED WITH 4-8d COMMON NAILS / Q 9 IN EACH END Q Q TYP.EXTERIOR WALL W CONSTRUCTION.REMOVE /COMPOSITE RAILING O 0 SIDING AT LEDGER I I�YSTEM.VINYL RAILING 1 �n _ PRIOR TO INSTALLATION I I TOP AND BOTTOM RAIL SIMPSON ABU44 BRACKET v! o• FOR PT POST IMPSON ABU BRACKET SIMPSON H2A AND COLUMN COVER AND 4"TREATED at each Rafter. With o ALL THRESHOLD CAREFULLY COLUMN CAP.MEET RCNYS POST 4" FOR PT POST CUT FLASHED&CAULKED TO i i FOR CODE 2-1/2"GALVINIZED TREATED 8 8d x 1-1/2" nails in Rafter COMPOSITE OR ( ) PREVENT PRESSURE TREATED I I GRADE CARRIAGE BOLTS POST CARRIAGE Bo TS (6) 8d X 1-1/2" nails in plate LENGTH Z WATER INTRUSION WOOD DECKIN X 6 TREATED POSTS 1/2"x12"LONG STEEL GRADE (8) 8d x 1-1/2" nails in Stud 12" Min LAG BOLTED TO JOIST ANCHOR BOLT 1/2"x12"LONG STEEL `~ CONTINUOUS FLASHING EXTENDED AS PER MANUFACTURES z ANCHOR BOLT PAST JOIST HANGERSPECIFICATIONS. 2 x JOISTS I O 1/2"DIA.GALV BOLTS W/ LOCK WASHERS. cYl FOOTING-24"x 24"x 1:2" "CONCRETE PIER 1-1/4" x 20 Gage Metal Coil CLEA GALV.DECK HANGER W � O BOTTOM OF FOOTING g S �p H • ATTACHED PER CODE 2x RIM JOIST TO BEAR ON VIRGIN SOIL Strap with (7)-8d common nails r- O Z (MIN 36"BELOW GRADE) in each end. catch jack studs Use 1-1/4" Metal N Z 2X P.T.LEDGER;ONE SIZE GREATER SIMPSON H2.5 AT THAN JOIST AND NO GREATER EACH JOIST and window or door Header. Coil Strap 20 Gage with ti Q fn THAN THE DEPTH OF BAND JOIST Typical each side and ALL 12" Min (6) 8d common nails = W LLI ATTACH TO BAND JOIST WITH P.T. POST TO CONC. PIER & FOOTING windows and doors. in EACH END at -•� 1/z"DIA.LAG SCREWS AT 16"oc SIMPSON BC P.T. POST TO CONC. PIER & FOOTING �, tip of lag screw shall fully extend beyond POST GIRDER CONNECTION to COVERED PORCH NT'S CONNECTION Ian REAR STOOP NTS EACH Stud. the inside face of the band Joist, CONNECTOR Cn e SIMPSON ABU Installed in accordance RAFTER-TO-STUD CONNECTOR & MAXIMUM OVERHANG SIMPSON ABU Installed in accordance with Simpson Specifications JACK STUDS TO HEADER TIE TREATED SILL PLATE(S) SHALL BE JOIST SPAN 14 with Simpson Specifications NTS rA rA WALL TO WALL STRAP p..,l DECK AND RAILING DETAIL NOTE; 8d COMMON NAILS ARE 10 LEDGER BOARD ATTACHMENT TO BAND JOIST 11 NTS 12 13 14 2-1/2" LONG 15 NTS NTS Holdowns are required at w each end of a perforated 4-Corner studs 1-1/4" x 20 gage G-185 rq shear wall. When full height connected to \ Hot Dipped Galvanized Strap W4.3 shearwall segments meet at transfer shear �� 3-2X 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 with (6)-8d common nails [--� a a corner. A single holdown s^ Framing members Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap at each stud, wrap under sill 4-Corner studs shall be permitted to be load a with (6)-8d common Mails C with (6)-8d common nails and nail to back of each sill. o connected to used to resist overturningat each stud, wrap under sill at each stud, wrap under sill Strap may be attached OVER w 2-16d Nails TYP. HDU8 HOEDOWN and nail to back of each sill. iv Nail to back of each stud transfer shear forces in both directions @ 6 o.c. w/20-SDS 1/4 x 2-1/2 Screws and nail to back of each sill. the plywood OR directly to load 6„ �� when the walls are fastened Strap may be attached OVERStrap may be attached OVER Studs. ►� >~ ,? r-, as-per detail this page. the plywood OR directly to ,"` ' the plywood OR direct) to 7:1 � �'' 0 2-16d Nails Studs y BETWEEN JOISTS o •� Simpson 7/8 threaded rod Studs. ^ti moo -0 @ 6" o.c. TYP. HDU5 ��coupler-nut and SSTB anchor SII4.0 =ISI ° , N „/ .� N .� �=III—III I�-T-^I U HOLDOWN bolt thru-box and inbed ''=111 " into concrete foundation. Preservative-treated and framing FOUNDWrap Under FOUNDATION-SILL-STUDv p Preservative-treated STRAPPIING Floor Joist 's J +c 5/8" Simpson barrier required for c At Each ��o °'��C,;, SSTB connectors in contact Applies to Garage Wall and _ Wrap strap under 12" Anchor Bolt with treated wood barrier required for pp g L=til ;° `_ ^` p p a s Slab on Grade Construction ° sill and Nail to ; per manuf. Specs connectors in contact back of Sill' and NYS Code with treated wood SIMPSON H10S at NOTE;ALL STRAPPIMlG SHALL each cantilevered TYPICAL SIMPSON HDU5 CORNER HOEDOWN BEAR MIN.12"ON STUD OR RAFTER FACE TYPICAL FOUNDATION-SILL-STUD joist. ON CONCRETE AND BETWEEN GARAGE OPENINGS SIMPSON HDU8 CORNER HOLDOWN T STRAPPING IN CONTACT WITH CONCRETE OR MASONRY STRAPPING �OF NTS @ BOX FRAMINGHOT DIPPED GALVANIZED AFTER FABRICATION FLOOR FRAMING STRAPPING 17 NTS 18 R MANUFACTURED1 FROM G185 OR 450 GALVANIZED STEEL. 19 TYPICAL EXTERIOR WALLS 20 AT CANTILEVER FLOOR JOIST :U�o 1/4dHOLE EDGE DISTANCE>5/ OUTER THIRD RPAT6F HOLE DIAMET OF SPAN ONLY ,VOLE OSTUD SINGLE STUD HOLES DIAMETER DOUBLE STUD CEEE PLATE 1/4 JOIST O HOLE EDGE DEPTH,MAX. _ 1/6 JOIST }J DISTANCE>518" "MIN. D TH,MAX, 113 JOIST DEPTH,MAX. Solid sawn joist and rafter V r% � Stud notchingand boring limits. notching and boring limits. (� � �a NTS v Z NTS ICU CEE' O EEO W% a) -0 ■� O CONCRETE FOUNDATION 55'-0" DAMPPROOFING a) C 251-611 01 111-811 17'-10" AS PER CODE cu O 2'-2" 7'-4" 2'-2" Simpson Hold downs TYPICAL DECK FOOTING HDU5 @ 1 story walls 8" round concrete poured piera) � Or HDU8 @ 2-story walls. J5. — - — - — footings to virgin soil, 4"-ACQ 5'-0" O HOUSES Anchors and attachments in j j post, Galy Post anchor- SIMPSON HOLDOWNS; Window Well R310.2 accordance with manufacturer. PROVIDE HDU8 @ 2-STORY WALLS O I TYP.DECK LEDGER I See detail on drawing-2 OR HDU5 @ ONE STORY WALLS Ladder and steps R310.2.1 Provide at all corners -ry...S_EE DET. O_N__D_W_G 2_.. for strapping connection. PROVIDE AT ALL CORNERS& O Window wells with a vertical See Dwg -2 for details .. •• pp g BETWEEN GARAGE DOOR Q • OPENINGS.REFER TO WFCM& depth greater than 44 inches shall and 1 ST FLOOR PLAN C14 ..... .......... .... ••• DWG 1-3 FOR REFERENCE, be equiped with permanently affixed -------------------------------------- ------N-Q>.......................... •' ---- - .......................24X16 SLIDER ----- ladder or steps usable with the window I ,•' •.• • . ; in the full open position. Rungs shall have � ............................... -----• ... ...... ----------------------• •-- ...... .......................................... . an inside width of at least 12 inches, shallc, o ' -• MAINTAIN REQUIRED SEPARATION project at least 3 inches from the wall and BILCO , ' o , tD O ; ; DISTANCE FROM ALL HEAT - shall be spaced not more than 18 inches SCAPEWELL PRODUCING EQUIPMENT TO; ; ( U ; ; COMBUSTIBLE MATERIAL OPER -6 on-center vertically for the full height of - ; , O ; MANUFACTURER'S SPECIFICATIONS the window well. �' ; ; nto AND THE NYS CODE. _ -a o °0 D I UNFIN. BASEMENT .�: c o c c a) ' O 4"CONCRETE SLAB INSTALLED _ 0 DIRECT VENT FURNACE _ p O. o , ? ' O 'IN ACCORDANCE WITH RCNYSINSTALL IN �' 01po O SECTION R506 ' .0 O COMPLIANCE zO O ; W/NYSRC O NOn +Utd• VvNii p_ a Cn U_oa 0- (D'-8 ° � �Typcial Nailer 538-10N— .cCOn o o 2x Nader with 1/2" lag bolts w m o o _' �� ,! a? ° 'E N o 'c o at 24 on Center. DRAIN TO DRYWELL 131-41 10-0 10-0 4'-21/2 16-1 /2 $ 3-0 51-1011 v -a o N , REFER TO MANUFACTURER'S ' . , Simpson LPT4 connector to , -� , N N N Each Rafter, DETAILS AND SPECS , , !- — r -_� , c� c _ ._ :Beam Pocket(typ) •--- ---• I•- m c Window Well R310.2 ~ "� t° " o ,steel shims as res d-------------- ...�_.- o -- ................. Min. 9 sq ft. with Min 5-1/2" x 14" LVL � TYPICAL INT.FOOTING/CO �"� � ...........................' _ ___' 30"x30"x12"THICK ' simpson H2.5 Horiz. Dim of Y-O" to : I CAST-IN-PLACE CONCRETE F— ' each M co Allow for emergancy FOOTING&4"DIA STEEL ; ...........................- •--- - w--- COLUMN ._-_ - N 2'-5" 21'-10�/n joist to girder M escape and rescue. U ;___ ___; --; Provide permanent o , (3) 1-3/4 x11-7/8 LVL _ 2 Porch Column or - .. ... ; steps to rade R310.2.1 "' """" ""' "'` """ "' +"' ' , Post-see plans � � � � �• -, � �*-� � �, , �-*....... 1-1/4"x20 gage �---a---, _ •-------� 2x6 ledger nailed to I framing and Toenail Galvanized Strap ~ _ \ -'-■----5 ,---- 00 "' CD 2x4 Frame Around th ----+ ' CD CeilingJoists with 3-8d I through column. nail to _ �' Staircase From Floor J I I top header and bottom -' W I cn Cn ; drop t0 of concrete Halls , , , N ' T4s-aes-e-� � girder. �, to Ceiling. Treated _ co p p , O �' ~ shoe and sheet-Rock U_I r......--j as required for arae ' with (5)-8d common nails LL I garage DECKING I p, O oo ( , U_ Inside Wall Minimum. �' > doors TYPICAL _ ti -' Attach railings to Wall. Cn FLOOR SYSTEM I `M' I O °' _" ' ' a ' O �; o I NO N N -I i � Q — ; W simpson H2.5 I ; I each C?~ N :a co Z 4poured concrete slab oUNEXCAVATED joist to girder o v with 6x610/10 WWM,N I- _ F7cn m N I on compacted = Q o z Simpson BCS Post Cap I -� UP r- W Ledger Board " or Equal at each post -_ co~ I Zo granular fill. Pitch slab U W � � See detail on ;; - -- ------- --- - •- ..................... ------ --• ~ ; ; r, ,�"/ft to garage doors. ; ; - ¢ ¢ W Drawing -2 4x4 or 6x6 POST Q N Cf) W 0 SEE Foundation Plan . ............................ ..... ...--- -------. t. ..__. l ; I ; .J...(5 .. 1.Sim sonABU44orABU66 SEE DET. ON DWG 2,3 •------ - ---- - -------- ; 12 dia. concrete p TYPICAL I U N - - Galvanized HDU5 ........................................ .. Z pier, 36" below � ; ; grade min. post to Concrete = Y O ; n connector w/ 1/2" HOLDOWN oo I U e TYP.DECK LEDGER V W SEE DET, ON DWG 2 anchor bolt. to I x CO 2 2x treated deck 'r-de_, _ `r _ _ -- ----, TYPICAL STRAPPING FOR ROOF OVER WOOD PORCH CONSTRUCTION TYPICAL FOUNDATION I N — .--'-'--.-----_'-----------------------------'---__--, ti �� _ O BEAM PKT N r— In accordance with chapter 4 of — — — _____ _____ DETAIL FOR STRAPPING: PURPOSES ONLY, REFER TO �----- �---- J .- .'-..---. -'............................... tU New York State Code. 8"��Poured TYPICAL PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS, Concrete Wall on 16 x 8 Poured U HDU5 z Concrete wall footing, 2-2 x 6 ACID yp. Covered Q W sill plates, Sill seal, Copper Termite Shield. Porch Ftg HOEDOWN Q > LO All foundation walls to extend to virgin soil and be full height walls W = ,0 M 0)00 or step footings 1V- 2H per code. m U _ N TYPICAL COVERED PORCH FOOTING O o c 24" x 24" Poured Pier Footing minimum Q Lo (00 36" below grade. 4" Treated post 26'-2" 14'-8" 19 23'-0" O -See details on drawing-2 for H��`�'� U strapping and uplift connections. 63'-10" c� TYPICAL ANCHOR BOLT Maximum Spacing: 5/8"@ 32" on center FOUNDATION PLAN � embedment of 7"with 3"x 3"square washer. Hold 12" off corners and hold 4"to 12" off 3 each end of each sill plate, Uplift strap SCALE: 1 /4" = Vroll q o�90�� yOQ connections at all bearing walls. OF NES Detail on drawing -2 \ 15 GUARD RAIL NATE: R602.8 Fireblocking required. Fireblocking shall be provided to cut off all concealed f� Porches, balconies or raised floor draft openings (both vertical and horizontal) and to form an effective fire barrier surfaces located more than 30 inches between stories, and between a top story and the roof space. Fireblocking shall above the floor or grade below shall be provided in wood-frame construction in the following locations. have a railing not less than 36 inches 1. In concealed spaces of stud walls and partitions, including furred spaces and FROM WALL OR in height. Railings shall have Top rails and parallel rows of studs or staggered studs; as follows: TUB/SHOWER Balusters and Bottom rails that are 1.1.Vertically at the ceiling and floor levels. Q NO MORE THAN 4 INCHES APART. MINIMUM TOILET CLEARANCE EXCEPT: the traingular openings formed 1.2. Horizontally at intervals not exceeding 10 feet. by the riser, tread and bottom rail of the V Guard rail at the open side of a stairway 2. At all interconnections between concealed vertical and horizontal are premitted to be of such a size that a spaces such as occur at soffits, drop ceilings and cove ceilings. }, 6 inch sphere cannot pass through. 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R311.2.2. Pre-Fab/ Factory Built Fireplaces Open sides of stairs with a total rise of 55'-0" terhde ca more than 30 inches above the floor or 4. At openings around vents, pipes, ducts, cables and wires at ceiling and In accordance with NYS cop grade below shall have guards not less floor level, with an approved material to resist the free passage of flame 25'-6" 11'-8" 17'-10" 10, factory-built fireplace inserts shall (D .. than 34 inches in height measured and products of combustion. be UL listed and labeled and shall be U vertical) from the nosing of the treads. installed in accordance with the Y 9 5. For the Fireblocking of chimneys and fireplaces, see Section R1003.19. conditions of the listing. Factory-Built 6. Fireblocking of cornices of a two-family dwelling is required at the line of fireplaces shall be tested in accordance ^♦ 0 dwelling unit separation. with UL 127. Hearths shall be installed in W �/ STAIR HANDRAIL NOTE: ry Provide Handrail on at least one side """"""`" Wood deck with accordance with the listing of the 36" high wood rail Fireplace & in accordance with NYS code •of each continuous run of treads or flight section R1003.9 Hearths & Hearth extension. and steps to grade All Firepaces shall be equipped with an with FOUR OR MORE RISERS. Framer to verify centerline of window (closed risers) C Handrail Height measured above over sink with kitchen layout plan — exterior air supply. Exterior air ducts shall be UL listed. Factory Built Chimneysco stair tread nosing, shall not be less than TYPICAL provided by Owner or builder. DrO T shall be in accordance with NYS code chapter 34 inches and not more than 38inches. HDU8 � \ 18 (chimneys & vents). All Handrails shall be continuous the full HOLDOWN °N length of the stair from a point directly TW28310 6' TW3046 TW3046 above the top riser of a flight to a point .: —=:—::—:=—:::::::- _ directly above the lowest riser of the flight. TYPICAL oC8 �(3) 1-3/4" x 11-7/8" LVL Flus 2-2x10 .I 2-2x10 1 SIMPSON HOLDOWNS, Handrails adjacent to a wall shall have a HDU5 ""' PROVIDE HDUB @ 2-STORY WALLS space of not be less than 1-1/2 inches HOLDOWN ° , „ i II OR HDU5 @ ONE STORY WALLS O between the wall and the handrail. TYP.ROOF CONST. 10- 61-01' 40-1 c) I V PROVIDE AT ALL CORNERS& C) O see NYS code for exceptions. Refer to SIMPSON H2.5 �/z" 31/2' O ZD ,I (p 3�/Z" OPENINBETWE N GARAGE REFETO WFCM& NYS Code for grip size specifications. HEADER ER TO os ® KITCHEN I V a I DWG 1-3 FOR REFERENCE. C:) CD I I Cn m , 11 '-10� 8 WC14 C0 Cl) I 1-1/4"x 20 GA CD 00 II o CLOSET 'GALVANIZED STRAP o _10"� THOUGH COLUMN,NAIL MASTER >O FAMILY OTO TOP HEADER AND BATH O o OI O BOTTOM GIRDER WITH M L O RO (5)SD NAILS MIN. O LL ROOM U_ J LN y O o !' Iri LL N Q ' _E c ; OD ' '1 O HOLLOW COLUMN • _ r' ' O II z O TYPICAL c o c {._ ROUND OR SQUARE co O I .I -' HDU5 a) , Cn c Co m SEE PLAN FOR SIZE21_611 O V O O c� N M HOLDOWN -° }, ' rn I \ n — LO 0 2'-4" Q 'I 3'-0" 0 a.`� c c Cs.0 co L Cf) LO in co ©o J I o 3/ Hour fire rated (3 1�° s a) v iv cov �- — — — — — — — -� N ' =N � °0 o N door assembly with _- O -__ __-_-- N c 3 "o `'' " ? N 'N self-closure, w/s and , _ _ = o �' o cL - o TYP.DECK I MASTER I (2)1-3/4'x 9-1/2' LVL (2)1-3/4 x 9-1/2 LVL I I , CD ._ «- ' SEE PLAN FOR SIZE — - - — - — - - — — _ , ' insulated. ' r' O BEDROOM I 1 _ — — _ ; c`a c a) =a c „ �� �� 1 21-611 17711 1771771771smoke alarm ( 8-0�/Z 2- '4''-4" - 1 eN LAND'G ; 0 � L � � � p � O � O �� --- - \ F- C.— U c0 O is I 10'-0" vaulted I 3% ' " I Cn U N co • I Clg ht U I 'I I I: VENT CLOTHES DRYER i X O CO M (� O U I 00 IN ACCORDANCE WITH ; Ur CV 0n O l 1I ' CHAPTER 15-CLOTHES Z N ( CD � CD I Oi _- ' - DYERS EXHAUST. i SIMPSON H2.5 @ I I p II OPEN s ' W n C0 TO••• EACH JOIST TO GIRDER I ` O I i- = O 'l ABOVE RAFTER U BEARING IMPSON BCS POST a) n +r O II — — ' O DINING o o WALL _-_� - CAP @ EACH GIRDER TO JOIST CM cM O ` L I cn ° FA ;_ x __ POST 5 I ROOM N LL .I c ( ® (3) 1-3/4" x 18" LVL ----- --------- X Lo 0 "P.T.POST _ .- o - - - - - - - - - - - - - - - - - - - - - - - P .- I IXN U NI = o POST -------- ISIMPSON ABU STAND OFF U d O --� s LVL .______ ____ NC=� POST BASE WITH 1/2"ANCHOR BOLT I Co x TYPICAL `- INTO DECK PIER-REFER TO N N I -� II u- Z 6'-3%'U) 221-111 ; O FOUNDATION PLAN FOR SIZE N -k HDU8 Hp. TYPICAL o HOLDOWN 'I ' N '-6" 3'/2" GARAGE T 5'/Z" HDU5 N 13'-6'/i' 12'-0'/2" 14'-4% U Provide 5/8" Fire Rated Gypsum wallboard on walls and ceilingof CO HOLDOWN (2)1-3/4"x 9-1/2"LVL 3'/z' 2-2X10 N 2-2x10 1 3'/2� 3 N io garage as per code sections N N o 0 TYPICAL PORCH STRAPPING FOR HOLLOW COLUMN11 N R702.1 and 805.1. Were garage DETAIL FOR STRAPPING PURPOSES ONLY,REFER TO NTS 3052-3 ; _ 12-0 , z'-1" abuts dwelling-use 5/8"fire rated C\I rn W PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. (V V) ; M '- 2-2X8 wallboard on garage side and ; N O _ ROH '/z'fire rated wallboard on ; Z Z - e side in accordance ; .I 1. m opposit with code section R702.3. ; LU Q 00 COi _ Insulate walls common with ___ ___ _______ U W �W U u - heated areas. Q 8 X _ L 2-2X8 2-2x N cV 0LIJ o LO nix 8„ _ TW2852 TW2852 � Z permacast 7 columns TYPICAL Plumbing Note: TYPICAL RAILING A B ALL PLUMBING SYSTEMS SHALL BE HDU5 CD 2x4 TOP RAIL 3_8 3_8 HOLDOWN = INSTALLED IN ACCORDANCE WITH 2x2 BALUSTERS @ 4"oc 7 � " � �� 7 CV CHAPTERS 25-32 OF THE RCNYS 2x4 BOTTOM RAIL 0) 4x4 POSTS @ 5'0"oc. T Mechanical Systems W THE MECHANICAL-HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED 71 _03 " 10'-213/4" 31, 5'-8" 3'-2/2" 4'-3" 10'-5" }' IN ACCORDANCE WITH CHAPTERS QU Z 12-24 OF THE RCNYS 26'-2" 14'-8" 6'-4" 101-411 6'-4" Electrical Note: ALL ELECTRICAL EQUIPMENT OF40'-10" 23'-0" Q 2: M D WIRING SHALL BE INSTALLED 0� C? NNACCORDANCE WITH CHAPTERS63'-10" W -a M00 33-42 OF THE RCNYS M v N Q � � 2 9'-1" PLATE HEIGHT A,140 + WINDOWS, FWH, FWG DOORS AS FOLLOWS; NAME AREA 1 ST FLOOR PLAN Plans indicate ANDERSEN series 400 DH First Floor Area 1572 s ft. TRIPLE STUD q SCALE: 1 /4" = V-O" model numbers and shall be installed as per - FLOOR TO FLOOR manufacturers specifications for 120 MPH Zone. Garage Area 541 sq ft. HOLDOWN Provide HP LOW-E4 glass. Second Floor Areal 765 s IftTYP. HDU HOLDOWN FLOOR PLAN VIEW Use the Plywood panels as detailed on qOS Smoke Detector s� orsn�o Carbon Monoxide Detector SEE ADDITONAL DETAILS ON DWG 2-3 Drawing -1, OR use the Co Refer to DWG-1 General Notes �TFOf`N���'� High Impact resistant glass in all windows and exterior doors with glass. In Compliance with RCNYS R3137 „ ,-4 stud corner Simpson HDU5 with 14-Simpson OSoo SDS 1/4"x2-1/2” C: L wood screws V O oo oo Threaded Rod with Nuts �..+ Finger Tight plus 1/2 turn with a wrench Typcial floor system Simpson HDU5 V —0 Z with 14-Simpson co SDS 1/4"x2-1/2" O wood screws a 0 TYPICAL TIE DOWN '— O BETWEEN 1 ST & 2ND FLOOR (n " C nts ry M (D C • SIMPSON HDU5 Q FLOOR TO FLOOR TIE ANCHORS WITH 14 SDS 1/4 x 2-1/2" 4 WOOD SCREWS-SEE DETAIL THIS PAGE 41'-2" O 35'-0" 61"211 01 O RAFTERS TO SIT ON O 3046-2 2442 3046-2 2X4 PLATE ON TJI JOISTS a� 0 -6" 13'-1" 5'-10'/i' I i c tm -a o I 3,/z" 0 5'/�' - 0 3'/z, I I c o c cn c `t m « c ccam CD 0 ' I a o , a r o - 1 , , � +• U •- iT co 2 T is BEDROOM #3 a ca �� �, _ ° I ° T �n cn U-0 11 (M F' 21-111 _`''" "'- rn Q I I O•2- o ._ L I ao U (U �`,// - CF Bedroom #2 o,�-;ca I I - U) a- ° rn X co X o co 00 1- 1 � o � o m Z 3 N N N L co ft a) @ 1 1 'dO = L_ O I N N N O F— I I � O c 0 'N N IX (a c N 'a ��• O . C 1 11 = U I N6 (20 C � Oca I 51-01' 0 � (@ 2x10 Ridge oXo X ' I tom- a c°) c°a o Q' I- - - - - - - - - - - - - - - -�— - - - - - - - - - N N I I � I I 2 3o1'A22"RQ;, '-8" 21_411 = 2'-8" I I I 1 . , 1 O 1 mfnlmum:: = I O N AtBfp'accea� �N HALL . i = 0 �_ T `` S ,O -- i--�-�� --------------I------------------1--- - -----——-- I I I O X LO WSIIN6 ; ; _CD NAN +,T I N 2x10 Ride 1 I I 1811 /a� Q„ 00 DOWN 1 g- - - --I 1 I I N I ; t� 51"011 (\ , O ' ' ; ' ca po/ I Guardrail ;___ W U (j Unfinished�2nd Floor 00 co I `t+ '` -_ ; °° X Storage Only I ' I I _ - ; , N N N I I I •/ _�' . ; -- BEARING WALL ^o0�/ / \� _ C ; BELOW \� I i �\ I 0 1 _r \ I W LO X I BEDROOM #4 N I I ; ; / I O Open to - -- ---- / 4D \ ' ' o z I below / I \ I ; ,.,' Q m I I 2 x 8 Rafters 16" oc' I ; ; / / o ' V ; I v w W z I 2x8 Clg Jsts @ 16"oc I ;� N i Cn Q a — I 2x4 C.T. @ 16" oc 12 U W o I 2 x 8 Rafters @ 16" oc I / I 1 C I 12-0/z„ 2x8 Clg Jsts @ 16"o I 2x4 C.T. @ 16" oc 2 x 8 Rafters a- 16” oc 2x4 C.Tj @ 16" oc W2852 TV V2_85 TW2852 I; a ', I 0) co W m .8 3.2,/z 1 ' ' a.51X; _ �- / L - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - j Q ( z 1 W U i T- a) M = CV) 12'-4" 8'-6'/z' W ' W (� MOO � N O M TRIPLE STUD 7 7 , . li LO CO ROOF PLAN FLOOR TOFLOOR HOLDOWN 2ND FLOOR PLAN SCALE: 1/4" = 1'-0" _ TYP. HDU HOLDOWN FLOOR PLAN VIEW SEE ADDITONAL DETAILS ON DWG 2-3 SCALE: 1 /4" - 1 '-O" NAME AREA OSmoke Detector Second Floor Area 765 sq ft. sA 01WO ydQ� co 5 Carbon Monoxide Detector �TFOF NES Refer to DWG-1 General Notes 7 Ridge Vent O g � L � o 12 -�—J 107 U Ridge Vent to OC) 0 -1 — I I I 00 7H bo -� O — ._ o cn _. ._ O� — O 0) ® . . %CA _ P _. __ ® • - M •. o_. _ o III _. D 03: =%,1LLL O o I I I I 1 I I I I I I O 2 N 00 co L J I I I I I I I I I I I � N o c �c `e ca a� REAR ELEVATION oma RIGHT ELEVATION �" ~ _ " - CD r_ c c U O (Vp a = c ,� _ SCALE: 3/16" = V-0" N 2•E 8 y SCALE. 3/16 - 1 -0 z o L � ❑. N U C Z5 V ` N � c O r 3 + Ridge Vent L L6 .0c) O ai i� U) .r N � N •- � c N m m — c E O m 12 12 Ridge Vent 10 s, 10 FRAME THIS GABLE OVER Ridge Vent MAIN ROOF Ridge Vent 12 - - - - 1122 100 0 s, io s 12 • o M �'- 0co W 10 I 0 LLL101 I N Z 01 7� M 12 ti Q 0 m Obi LL! 0 • . - - - - �. U) 0 - - - - U W Z — 0 III Neill LLL 0,9 o - _ W 1 -0-0 a.EN -- - - - - - Q U 2z a) LID> coC M I I I i i -- I I I I p i i i i i i i I i W (�, �Op EGRESS ---- WINDOW I I I I DO I 1 1 I I I I 1 ( I 1 O m v ,� N WELL I I pWINDOW WELL FRONT ELEVATION c co I I I_ _ _ ' I I I I I I I I I I I I I I SCALE: 1/4" = 1 x-011 I � Q � � c0 'J ' ' -- - I I I I I I I I I I L J 1 � O �� — — — — — — — — — — — — — I — I — — — ! _ — — — T� ! — — — -1 — -1 — — — — 1 — — — — — — — — — — — — — — — — — — — — — � ��-D AR _I _I — — — —I J — J — — — —� — —� — — — — — — — — — - - - - - - - - I — — — — — — — — — ���Ei� .IH/� LEFT ELEVATION. SCALE: 3/16" = 1 '-0" 6 ��,9 7901 y0� ��OF IN TYPICAL ROOF CONSTRUCTION Class A Asphalt Roof Shingles w/ fasteners as per NYS R905.2.6 Ice & Water barrier as per NYS code section R905. Underlayment conforming Ice and Water Shield consisting of to ASTM D 226, Type 1(Note: Double underlayment is required 0 2-layers of underlayment cemented together or of aself-adhering for Roof slopes between 2 on 12 and 4 on 12) L Continuous Ridge Vent polymer modified bitumen sheet, Framing As per plans with 1/2" exteriorgrade, span rated structural plywood Sheathing, V shall extend from the eave s edge Nail to framing in accordance � Ridge board to a point at least 24 inches inside >. with the fastener schedule and uplift the EXTERIOR wall line of the Building. 12 Strapping details on Drawing - 2 U � TYPICAL SOFFIT CONSTRUCTION. IDV 6cal (D '21W od fasc at&6"aWood rake boards. z Trim in aluminum or use "azek" or equal CIOU 2x4 CT @ 16" oc metal drip edge, solid trim C: Fully Vented Vinyl Soffits Q TYPICAL EXTERIOR WALL 0� 0 ATTIC 2 x 4 Doug-Fir Wood Studs @ 16" on center. -— Double top Plate and Single Sole Plate. U) 1/2" exterior Grade - Span Rated (D .1.J Continuous Structural plywood Sheathing. Fastened per schedule on drawing-1 co tyvec House Wrap or equal. -- Vinyl or Wood Siding as per owners selection uplift Strapping installed in accordance with WFCM 2001 manual and details on drawing-1,2 4� Bedroom #3 Bedroom #4 0 '— °° TYPICAL FLOOR CONSTRUCTION = 0 3/4" Plywood Span Rated Subfloor, O Glued and Nailed in Q 0 accordance with the fastener schedule. Floor Joists and Bridging as per NYS Code. TYPICAL FOUNDATION CONSTRUCTION O 8" 3000 psi Air Entrained Poured concrete TJI FLOOR wall on 16" x 8" Poured Concrete Wall Footing. JOISTS ® ® Exterior- Damproofing. 2- 2x6 approved DINING - treated Sill Plates, Sill Seal And Termite Shield. -a KITCHEN Anchor bolts per Foundation Plan and WFCM 2001 E ROOM rn Uplift Strapping per WFCM 2001 manual c tM -° o and details on Drawing-1,2 ( ° c cCr N V ° a INSULATION SCHEDULE o N ° �v C' � au .2 oa � 'a� Location R-value Thickness ° .!R m) a.n -- - -- - – - - – Flat Clg R-30 10-1/4" 2 m a a?i o 'c s 46 ISh _ _ _ _ Flat Clg R-30c 8-1/4" L _ o o, 3 41 Vaulted Clg R-30c 8-1/4" ' s �' o M o TJI FLOOR Floor(unheated space) R-30c 8-1/4" o c°_' f aZi JOISTS Floor(outside air) R-30c 8-1/4" o Exterior 2x6 walls R-19 6-1/4" r (LI-) _ C ° a Cr Exterior 2x4 walls R-13 3-1/2" ~ °'– " `° ° 41! 4t BASEMENT 12 Bottom of All Glazing U = .33 Footing to Doors-less than 50% glazing U = .40 107 Door-more than 50% glazing U = .33 be 36" below Typ. basement Slab Grade Minimum ` 4G; . INTERIORWALLL FINISH 2x4 CT 16" oc Typical Provide 1/2" Gypsum Wall Board on ceilings Roof Const. and walls except basement walls & clgs and unless noted. Min 1/2" Moisture Resistant Wall Board ion Ceiling and all walls in Bathrooms (humid areas) SECTION � A and 5/8" cement board on walls and ceilings in wet areas. SEE DWG-1 FOR Provide Fire Rated gypsum wall wall Board located STRAPPING DETAILS as per code, manufacturers requirements and drawings. 5G,4LE: 1/4 = 1 _Dii AND NAILING SCHEDS. 0 C) BEDROOM #2 W _ Unfinished 2nd Flooroo ROOF JL 4" VTR JL 4" VTR O Storage Only N Z } U) ti Q m Typical 211 U 6i W z – o – Floor Const. 00 Q ¢ 3" 1 1/2' 1 1/2' Z Typical 2 CAR GARAGE 3" - Wall Const. 2 2ND FL. N FAMILY 11 ROOM 311 2 Typical 311 211 W � �– Floor Const. 211 211 ~ n Z 311 0M) W L � – — - – 2" 1 1/2" 3' 1 1/2' 1 1/2" 1 1/2" 1 1/2" 1 1/2" > M WASHER DW M P W ' TYP.GARAGE SLAB 211 211 W -0 0)00 PITCH TO DOORS M U "d C N o UNFINISHED a:' 1ST FL. Y.i CU oo BASEMENT 311 Typical 4" FAI 311 L ?f, Foundation 3" 3„ 3„ 3" � �At? �� Construction �� ��� J yTG TYP.BASEMENT SLAB (jQ CO - - - - Q, CO CO 411 wQ° �► SECTION - B SCALE: 1 /4" = V-0" SONNECT TO A NEW UFFOLK OUNTYDEPT. 4" C.I.H.T. PLUMBING RISER DIAGRAM �, 0190o Joy ROOF, WALL AND FOUNDATION OF HEALTH APPROVEDT�cOF NE`$ STRAPPING DETAILS SANITARY SYSTEM NOT TO SCALE REFER TO DWG 2, WFCM MANUAL AND NYS CODE